HomeMy WebLinkAboutDAM/IOWA RIVER/RECONSTRUCTION AND PEDESTRIAN BRIDGE/2001
DAM / IOWA RIVER /
RECONSTRUCTION
AND PEDESTRIAN
BRIDGE /
2001
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Prepared by Chuck Schmadeke, Public Works Director, 410 E. Washington St., Iowa City, IA 52240, (319)356-5141
RESOLUTION NO. 99-60
RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS,
FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION
OF THE IOWA RIVER DAM RENOVATION PROJECT, DIRECTING CITY
CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY
ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION.
BE IT RESOL VEO BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA:
1. That a public hearing on the plans, specifications, form of contract, and estimate of cost for
the construction of the above-mentioned project is to be held on the 30th day of March,
1999, at 7:00 p.m. in the Council Chambers, Civic Center, Iowa City, Iowa, or if said
meeting is cancelled, at the next meeting of the City Council thereafter as posted by the
City Clerk.
2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing
for the above-named proposal in a newspaper published at least once weekly and having
a general circulation in the City, not less than four (4) nor more than twenty (20) days
before said hearing.
3. That the copy of the plans, specifications, form of contract, and estimate of cost for the
construction of the above-named project is hereby ordered placed on file by the City
Engineer in the office of the City Clerk for public inspection.
Passed and approved this ?nd
day of M"r~h
,1999.
&~.6/ ~ ~d~~-
AYOR
Approved by
ATTEST: ?J::~~) < ~
CI CLERK
~)u... ~ .z.'lo,.'15
City Attorney's Office .
pweng\res\iarivdm.doc
Resolution No. 99-60
Page 2
It was moved by Vanderhoef and seconded by D' Donne 11
adopted, and upon roll call there were:
the Resolution be
AYES:
NAYS:
ABSENT:
x
X
X
X
X
X
X
Champion
Kubby
Lehman
Norton
O'Donnell
Thornberry
Vanderhoef
II
Manual Number 2-
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Project Manual for:
IOWA CITY WATER DIVISION
IOWA RIVER DAM RENOVATION
IOWA CITY, IOWA
1999
O:IPROJI513015jI001 OISPECICOVER.doc...
MAR 23 '99 12:28PM H R G I:ES MOINES
P.2
Howard R. Green Ccrnpany
CONSULTING ENGINEERS
ChuCk Schms ke, PE
Public Works Oi ctor
City Of Iowa City
410 E. Washington
Iowa City, IA 522040
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Dear ChuCk:
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Re:
Final Plans and Bid cuments
Iowa River Dam Reno
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Enclosed are two sets of plans and pioiect manuals far e above-referenced project.
The plans and documents can be placed~n file after e Public Hearing which is set for
March 30, 1999. The letting is set for Wecln..esdIlY, ay 12. 1999.
The opinion of probable costs for the project ~'\otJoo.ooo. Given the increased in costs
on recenUy bid construction project in the low;~~rea. a 15-20% contingency ii
included In the probable costs. / \\ _ ~
Ptelse contact me If you have any Ques7s. ~ ~ ~
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Respectfully submitted, ,j ~L ~
HOWARD R. GREEN COMPANI ~ Sic -;
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Dan Lovett, PE
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. - Merle Hay Aciad . Suite 106 . PO. Box 31039 . Des Maines, lows S031()'1317 . Phone 516/278-2913 . FAX 515/278-1848
--
PROJECT MANAGER
ELECTRICAL ENGINEERING
I hereby certify that this engineering document was prepared by me or
under my direct personal supervision and that I am a duly licensed
Professional Engineer under the laws of the State of Iowa.
Date: 8
Name:
My license renewal date is: December 31, 1999
I hereby certify that this en9ineering document was prepared by me or
under my direct personal supervision and that I am a duly licensed
Professional Engineer under .Jlll7a~f the State of Iowa.
~ Date:
Name: Andrew J. Diederich, P.E.
Paoes or sheets covered bv this seal:
Entire book exceot Division 16
Paoes or sheets covered bv this seal:
My license renewal date is: December 31, 1998
Division 16
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PROJECT MANUAL
IOWA CITY WATER DIVISION
IOWA RIVER DAM RENOVATION
IOWA CITY, IOWA
1998
TABLE OF CONTENTS
Section
Title
PROJECT IDENTIFICATION
Title Page
Certifications
Table of Contents
BIDDING REQUIREMENTS, CONTRACT FORMS
00031
Notice of Public Hearing
Advertisement for Bids
Instructions to Bidders
Form of Proposal
Bid Bond
Notice of Award
Form of Agreement
Performance and Payment Bond
Notice to Proceed
00100
00300
00410
00490
00500
00610
00670
CONDITIONS OF THE CONTRACT
00700
Standard General Conditions
of the Construction Contract
EJCDC No. 1910-8 (1996 Edition)
Supplementary General Conditions
00800
CONTRACT COMPLIANCE PROGRAM
CITY OF IOWA CITY
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SPECIFICATIONS
Section
Title
DIVISION 1 - GENERAL REQUIREMENTS
01010 Summary of Work
01039 Coordination and Meetings
01070 Abbreviations
01090 Reference Standards
01300 Submittals
01400 Quality Control
01500 Construction Facilities and Temporary Controls
01600 Material and Equipment
01700 Contract Closeout
01710 Cleaning
DIVISION 2 - SITEWORK
02060
02110
02140
0a.160
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02700
02712
02831
02920
Demolition
Site Clearing
Dewatering
Excavation Support Systems
Cofferdams
Excavation, Backfill, and Compaction
Aggregate Base Course
Gabions
Revetment
Asphaltic Concrete Paving
Portland Cement Concrete Paving
Pavement Marking
Storm Drain Piping
Foundation Drainage Systems
Chain Link Fences
Surface Restoration
DIVISION 3 - CONCRETE
03100
03200
03300
03346
03370
03411
03732
DIVISION 4 - MASONRY
NOT APPLICABLE
Concrete Formwork
Concrete Reinforcement
Cast-In-Place Concrete
Concrete Floor Finishing
Concrete Curing
Structural Precast Concrete
Concrete Repair
DIVISION 5 - METALS
05120
05500
05720
Structural Steel
Metal Fabrications
Aluminum Handrails and Railings
DIVISION 6 - WOOD AND PLASTIC
NOT APPLICABLE
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
NOT APPLICABLE
DIVISION 8 - DOORS AND WINDOWS
NOT APPLICABLE
DIVISION 9 - FINISHES
NOT APPLICABLE
DIVISION 11 - EQUIPMENT
NOT APPLICABLE
DIVISION 13 - SPECIAL CONSTRUCTION
NOT APPLICABLE
DIVISION 15 - MECHANICAL
NOT APPLICABLE
DIVISION 16 - ELECTRICAL
16010
16111
16130
16190
Basic Electrical Requirements
Conduit
Boxes
Supporting Devices
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Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00031
NOTICE OF PUBLIC HEARING ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT
AND ESTIMATED COST FOR THE
CONSTRUCTION OF IOWA RIVER DAM
RENOVATION PROJECT, IN THE CITY OF
IOWA CITY, IOWA.
TO ALL TAXPAYERS OF THE CITY OF IOWA
CITY, IOWA, AND TO OTHER INTERESTED
PERSONS:
Public notice is hereby given that the City
Council of the City of Iowa City, Iowa, will
conduct a public hearing on plans,
specifications, form of contract and estimated
cost for the construction of the Iowa River Dam
Renovation Project at 7:00 P.M. on the 30th of
March, 1999, said meeting to be held in the
Council Chambers in the Civic Center in said
City.
Said plans, specifications, form of contract and
estimated cost are now on file in the office of the
City Clerk in the Civic Center in Iowa City, Iowa,
and may be inspected by any interested
persons.
Any interested persons may appear at said
meeting of the City Council for the purpose of
making objections to and comments concerning
said plans, specifications, contract or the cost of
making said improvements.
This notice is given by order of the City Council
of the City of Iowa City, Iowa and as provided by
law.
MARIAN K. KARR, CITY CLERK
NOTICE OF PUBLIC HEARING
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00031 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
ADVERTISEMENT FOR BIDS
IOWA CITY WATER DIVISION
IOWA RIVER DAM RENOVATION
PROJECT
Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until 10:30
A.M. on the12th day of May. 1999, and shall be
received in the City Clerk's office no later than said
date and time. Sealed proposals will be opened
immediately thereafter by the City Engineer. Bids
submitted by fax machine shall not be deemed a
'sealed bid' for purposes of this Project. Proposals
will be acted upon by the City Council at a meeting
to be held in the Council Chambers at 7:00 P.M.
on May 18, 1999, or at such later time and place
as may then be scheduled.
The Project will involve the following:
Repair of Iowa City Dam on the Iowa River
with replacement of west abutment, repair of
east abutment, addition of east wing, and
installation of new pedestrian/bicycle path over
dam and other improvements.
All work is to be done in strict compliance with
the plans and specifications prepared by Howard
R. Green Company, 4685 Des Moines, Iowa,
which have heretofore been approved by the City
Council, and are on file for public examination in
the Office of the City Clerk.
Each proposal shall be completed on a form
furnished by the City, and must be accompanied in
a sealed envelope, separate from the one
containing the proposal by a bid bond executed by
a corporation authorized to contract as a surety in
the State of Iowa, in the sum of 10% of the bid.
The bid security shall be made payable to the
TREASURER OF THE CITY OF IOWA CITY,
IOWA, and shall be forfeited to the City of Iowa
City in the event the successful bidder fails to enter
into a contract within ten (10) calendar days and
post bond satisfactory to the City insuring the
faithful performance of the contract and mainte-
nance of said Project, if required, pursuant to the
provisions of this notice and the other contract
documents. Bid bonds of the lowest two or more
bidders may be retained for a period of not to
exceed fifteen (15) calendar days until a contract
is awarded, or until rejection is made. Other bid
bonds will be returned after the canvass and
tabulation of bids is completed and reported to the
City Council.
ADVERTISEMENT FOR BIDS
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Howard R. Green Company
Project No. 513015-J
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The successful bidder will be required to furnish
a bond in an amount equal to one hundred percent
(100%) of the contract price, said bond to be
issued by a responsible surety approved by the
City Council, and shall guarantee the prompt
payment of all materials and labor, and also
protect and save harmless the City from all claims
and damages of any kind caused directly or
indirectly by the operation of the contract, and shall
also guarantee the maintenance of the
improvement for a period of two (2) year(s) from
and after its completion and formal acceptance by
the City.
The following limitations shall apply to this
Project:
Completion Date: November 1, 2000.
Liquidated Damages: $400.00 per day.
The plans, specifications and proposed contract
documents may be examined at the office of the
City Clerk. Copies of said plans and specifications
and form of proposal blanks may be secured at the
office of Howard R. Green Company, Consulting
Engineers, 4685 Merle Hay Rd., Des Moines,
Iowa, by bona fide bidders.
A $100 deposit is required for each set of plans
and specifications provided to bidders or other
interested persons. The fee shall be in the form of
a check, made payable to Howard R. Green
Company. A refund of $50 per set will be given
upon return of said plans and specifications in
good and usable condition within 10 days after the
receiving of bids.
Prospective bidders are advised that the City of
Iowa City desires to employ minority contractors
and subcontractors on City projects.
Bidders shall list on the Form of Proposal the
names of persons, firms, companies or other
parties with whom the bidder intends to
subcontract. This list shall include the type of work
and approximate subcontract amount(s).
The Contractor awarded the contract shall
submit a list on the Form of Agreement of the
proposed subcontractors, together with quantities,
unit prices and extended dollar amounts. If no
minority business enterprises (MBE) are utilized,
the Contractor shall furnish documentation of all
reasonable, good faith efforts to recruit MBE's.
A listing of minority contractors can be obtained
from the Iowa Department of Economic
Development at 515-242-4721.
ADVERTISEMENT FOR BIDS
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
AF-2
Howard R. Green Company
Project No. 513015-J
By virtue of statutory authority, preference will be
given to products and provisions grown and coal
produced within the State of Iowa, and to Iowa
domestic labor, to the extent lawfully required
under Iowa Statutes. The Iowa Reciprocal
Preference Act, Section 23.21, Code of Iowa
(1991), applies to the contract with respect to
bidders who are not Iowa residents.
The City reserves the right to reject any or all
proposals, and also reserves the right to waive
technicalities and irregularities.
Published upon order of the City Council of Iowa
City, Iowa.
MARIAN K. KARR, CITY CLERK
ADVERTISEMENT FOR BIDS
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00100
INSTRUCTIONS TO BIDDERS
ARTICLE 1. DEFINED TERMS. Terms used in these Instructions to Bidders and the
Advertisement for Bids which are defined in the General Conditions have the meanings assigned
to them in the General Conditions. The term "Bidder" means one who submits a Bid directly to
Owner, as distinct from a sub-bidder, who submits a bid to a Bidder.
ARTICLE 2. INTERPRETATIONS AND ADDENDA. All questions about the meaning or intent of
the contract Documents are to be directed to the Engineer. Additions, deletions, or revisions to the
Contract Documents considered necessary by the Engineer in response to such questions will be
issued by Addenda mailed or delivered to all parties recorded by the Engineer or Owner as having
received the Contract Documents. Questions received less than 10 days prior to the date of Bids
may not be answered. Only answers to such questions issued by formal written Addenda will be
binding. Oral and other interpretations or clarifications will be without legal effect.
2.1 Addenda may also be issued to make other additions, deletions, or revisions to the Contract
Documents.
ARTICLE 3. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND SITE.
3.1 It is the responsibility of each Bidder before submitting a Bid:
A. To examine thoroughly the Contract Documents and other related data identified in the
Bidding Documents (including "technical" data referred to below);
B. To visit the site to become familiar with local conditions that may affect cost, progress,
or performance, of the work;
C. To consider federal, state, and local laws and regulations that may affect cost, progress,
or performance of the work;
D. To study and carefully correlate the Bidder's observations with the Contract Documents;
and
E. To notify the Engineer of all conflicts, errors, ambiguities, or discrepancies in or betWeen
the Contract Documents and such other related data. ".
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INSTRUCTIONS TO BIDDERS
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Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.2 Reference is made to the Supplementary General Conditions for identification of:
A. Those reports of explorations and tests of subsurface conditions at the site which have
been utilized by the Engineer in the preparation of the Contract Documents. The Bidder
may rely upon the accuracy of the technical data contained in such reports. However, the
interpretation of such technical data, including any interpolation or extrapolation thereof,
together with non-technical data, interpretations, and opinions contained therein or the
completeness thereof is the responsibility of the Bidder.
B. Those drawings of physical condition in or relating to existing surface and subsurface
conditions (except Underground Utilities) which are at or contiguous to the site have been
utilized by the Engineer in the preparation of the Contract Documents. The Bidder may
rely upon the accuracy of the technical data contained in such drawings, however, the
interpretation of such technical data, including any interpolation or extrapolation thereof,
together with non technical data, interpretations, and opinions contained in such drawings
or the completeness thereof is the responsibility of the Bidder.
3.3 Copies of reports and drawings referred to in Paragraph SGC-4.2 of the Supplementary
General Conditions will be made available by the Owner to any Bidder at cost of
reproduction, if copies are desired. Those reports and drawings are not part of the
Contract Documents, but the technical data contained therein upon which the Bidder is
entitled to rely, as provided in Paragraph SGC-4.2 of the Supplementary General
Conditions, are incorporated herein by reference.
3.4 Information and data reflected in the Contract Documents with respect to Underground Utilities
at or contiguous to the site is based upon information and data furnished to the Owner
and the Engineer by the owners of such Underground Utilities or others, and the Owner
does not assume responsibility for the accuracy or completeness thereof.
3.5 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders
on subsurface conditions, Underground Utilities, and other physical conditions, and
possible changes in the Contract Documents due to differing conditions appear in
Paragraphs 4.2, 4.3 and 4.4 of the General Conditions.
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INSTRUCTIONS TO BIDDERS
00100 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.6 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any
additional examinations, investigations, explorations, tests, and studies and obtain any
additional information and data which pertain to the physical conditions (surface,
subsurface, and Underground Utilities) at or contiguous to the site or otherwise which
may affect cost, progress, or performance of the work and which the Bidder deems
necessary to determine its Bid for perfonming the work in accordance with the time, price,
and other items and conditions of the Contract Documents.
3.7 On request a minimum of 2 days in advance, the Owner will provide each Bidder access to the
site to conduct such examinations, investigations, explorations, tests, and studies as each
Bidder deems necessary for submission of a Bid. Location of any excavation or boring
shall be subject to prior approval of Owner and applicable agencies. Bidder shall fill all
holes, restore all pavement to match existing structural section, and shall clean up and
restore the site to its former condition upon completion of such explorations.
3.8 The lands upon which the work is to be performed, rights-of-way, and easements for access
thereto and other land designated for use by the Contractor in performing the work are
identified in the Contract Documents. All additional lands and access thereto required for
temporary construction facilities or storage ,of materials and equipment are to be provided
by the Contractor. Easements for penmanent structures or permanent changes in existing
structures are to be obtained and paid for by the Owner unless otherwise provided in the
Contract Documents.
3.9 The submission of a Bid will constitute an incontrovertible representation by the Bidder that the
Bidder has complied with every requirement of this Article and the following:
A. That the Bid is premised upon performing the work required by the Contract Documents
without exception and such means, methods, techniques, sequences, or procedures of
construction (if any) as may be required by the Contract Documents;
B. That Bidder has given the Engineer written notice of all conflicts, errors, ambiguities, and
discrepancies in the Contract Documents and the written resolution thereof by the
Engineer is acceptable to the Bidder; and
C. That the Contract Documents are sufficient in scope and detail to indicate and convey
understanding of all terms and conditions for performance of the work.
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INSTRUCTIONS TO BIDDERS
00100 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
ARTICLE 4. BID FORMS AND DELIVERY OF BID. The Bid shall be submitted on the Bid Forms
herein. Please do not use the Form of Proposal included in the bound volume of the
Specifications. Separate copies of this Proposal are contained within the back cover of this
document. All blanks on the Bid Forms shall be completed in ink. All names must be printed below
the signatures. Each Bid shall be submitted in a sealed envelope with BID PROPOSAL and "Due"
date clearly printed on the front. The Bid Bond shall be submitted in a separate sealed envelope
with "BID BOND" clearly printed on the front. When sent by mail, the sealed proposal shall be
addressed as follows:
City of Iowa City, Iowa
Attn: City Clerk
410 East Washington Street
Iowa City, Iowa 52240-1826
Bids shall be filed prior to the time and at the place specified by the Advertisement for Bids. Bid
proposals received after the time for opening of bids will be returned to the bidder unopened.
ARTICLE 5. DISQUALIFICATION OF BIDDERS. More than one Bid from an individual, firm,
partnership, corporation, or association under the same or different names will not be considered.
If the Owner believes that any Bidder is interested in more than one Bid for the work contemplated,
all Bids in which such Bidder is interested will be rejected. If the Owner believes that collusion
exists among the Bidders, all Bids will be rejected. A party who has quoted prices to a Bidder is
not hereby disqualified from quoting prices to other Bidders, or from submitting a Bid directly for
the work.
ARTICLE 6. QUANTITIES OF WORK. The quantities of work or material stated in additive items
of the Bid are supplied only to give an indication of the general scope of the work; the Owner does
not expressly or by implication agree that the actual amount of work or material will correspond
therewith, and reserves the right after award to increase or decrease the quantity of any item of the
work by an amount up to and including 25 percent of any Bid item, without a change in the unit
price, and shall include the right to delete any Bid item in its entirety, or to add additional Bid items
up to and including an aggregate total amount not to exceed 25 percent of the Contract Price.
ARTICLE 7. SUBSTITUTE OR "OR EQUAL" ITEMS. The procedures for the submittal of
substitute or "Or equal" products is specified in Section 01600 - Material and Equipment: and
Section 00700 - Standard General Conditions of the Construction Contract.
ART~LE 8. COMPETENCY OF BIDDERS. In selecting the lowest responsive, responsible Bidder,
con~eration will be given not only to the financial standing but also to the general competency of
de ~d~r for the performance of the work covered by the Bid.
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INSTRUCTIONS TO BIDDERS
00100-4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
ARTICLE 9. SUBMISSION OF BIDS. The Bid shall be delivered by the time and to the place
stipulated in the Advertisement for Bids. It is the Bidder's sole responsibility to see that its Bid is
received in proper time and at the proper place.
ARTICLE 10. BID SECURITY. BONDS. AND INSURANCE. Each Bid shall be accompanied by
an approved Bid Bond in the amount stated in the Advertisement for Bids. Said bond shall be
made payable to the Owner and shall be given as a guarantee that the Bidder, if awarded the work,
will enter into an Agreement with the Owner, and will furnish the necessary insurance certificates,
and Performance and Payment Bond, each to be in the amount stated in the Supplementary
General Conditions. In case of refusal or failure to enter into said Agreement, the Bid Bond shall
be forfeited to the Owner. The Bidder shall use a copy of the Bid Bond form of these documents,
or one conforming substantially to it in form. Bonds shall be issued by a surety authorized to do
business in the State of Iowa.
ARTICLE 11. DISCREPANCIES IN BIDS. In the event there is more than one Bid item in a Bid
Schedule, the Bidder shall furnish a price for all Bid items in the Schedule, and failure to do so will
render the Bid non-responsive and may cause its rejection. In the event there are unit price Bid
items in a Bid Schedule and the amount indicated for a unit price Bid item does not equal the
product of the unit price and quantity, the unit price shall govern and the amount will be corrected
accordingly, and the Bidder shall be bound by said correction. In the event there is more than one
Bid Item in a Bid Schedule and the total indicated for the Schedule does not agree with the sum
of the prices Bid on the individual items, the prices Bid on the individual items shall govern and the
total for the Schedule will be corrected accordingly, and the Bidder shall be bound by said
correction.
ARTICLE 12. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized
conditions, limitations, or provisos attached to the Bid shall render it informal and may cause its
rejection as being non-responsive. The completed Bid forms shall be without interlineation,
alterations, or erasures in the printed text. Alternative Bids will not be considered unless called for.
Oral, telegraphic, or telephonic Bids or modifications will not be considered.
ARTICLE 13. WITHDRAWAL OF BID. The Bid may be withdrawn by the Bidder by means of a
written request, signed by the Bidder or its properly authorized representative. Such written
request must be delivered to the place stipulated in the Advertisement for Bids for receipt of Bids
prior to the scheduled closing time for receipt of Bids.
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INSTRUCTIONS TO BIDDERS
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
ARTICLE 14. AWARD OF CONTRACT. Award of the contract, if awarded, will be made to the
lowest responsive, responsible Bidder whose Bid complies with the requirements of the Contract
Documents. Unless otherwise specified, any such award will be made within the period stated in
the Advertisement for Bids that the bids are to remain open. Unless otherwise indicated, a single
award will be made for all the Bid items in an individual Bid Schedule. The Owner reserves the
right to reject any or all bids, to waive any informality in a bid and to select alternate additive or
deductive bid items as desired by the Owner to determine the award of the Contract.
ARTICLE 15. RETURN OF BID SECURITY. Bid bonds of the lowest two or more bidders may
be retained for a period not to exceed fifteen (15) calendar days until a contract is awarded, or until
rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is
completed and reported to the City Council. Bid guaranty of the successful bidder shall be retained
until the contract is executed and a performance guaranty (if applicable) has been submitted.
Should a successful bidder fail to enter into contract, the bid guaranty shall be forfeited to the
Owner to compensate for administrative expenses of making a re-award or issuing a new request.
ARTICLE 16. EXECUTION OF AGREEMENT. The Bidder to whom award is made shall execute
a written Agreement with the Owner on the form of agreement provided, shall secure all insurance,
and shall furnish all certificates and bonds required by the Contract Documents within 10 calendar
days after receipt of the agreement forms from the Owner. Failure or refusal to enter into an
Agreement as herein provided or to conform to any of the stipulated requirements in connection
therewith shall be just cause for annulment of the award and forfeiture of the Bid security. If the
lowest responsive, responsible Bidder refuses or fails to execute the Agreement, the Owner may
award the Contract to the second lowest, responsive, responsible Bidder. On the failure or refusal
of such second or third lowest Bidder to execute the Agreement, each such Bidder's Bid securities
shall be likewise forfeited to the Owner.
ARTICLE 17. ADDENDA. Each bid form shall include specific acknowledgment, in the space
provided in Section 00300, Form of Proposal, of receipt of all addenda issued and mailed by the
Owner during the bidding period. Failure to so acknowledge may result in the bid being rejected
as not responsive.
ARTICLE 18. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION. The Contractor
shall comply with all state and federal laws and county and local ordinances and regulations which
in any manner affect those engaged or employed in the work.
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INSTRUCTIONS TO BIDDERS
00100-6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
ARTICLE 19. PREBID CONFERENCE. A prebid conference may be held at a time and place to
be scheduled prior to the bid. Representatives of the Owner and Engineer will be present. A tour
of the site will be conducted at the end of the conference. Meeting minutes and attendance list for
the prebid conference will be prepared by the Contractor and made available to all those in
attendance. Conduction of a Prebid Conference will be at the Owner's discretion.
ARTICLE 20. LIQUIDATED DAMAGES. Provisions for liquidated damages, if any, are set forth
in the Advertisement for Bids.
ARTICLE 21. EXCISE TAX. Gross Receipts Excise Tax applicable for this project is at the rate
prescribed for a qualifying utility. Contractors and subcontractors should include the applicable tax
in their bid price for each item of work.
ARTICLE 22. FEDERAL TAX ID NUMBER. Each bidder shall state its Federal Tax Identification
Number on the line provided on the bid form. The Owner is required to report to IRS on Form
1099 all payments involving labor or services provided by vendors, and lack of this number may
delay contract payments until the number is provided.
ARTICLE 23. LOCAL PREFERENCE. By virtue of statutory authority, preference will be given
to materials, products, and supplies found or produced within the State of Iowa. Bidders resident
in Iowa shall be allowed a preference over the bid of any bidder from any other state enforcing or
having a preference for resident bidders, equal to such preference.
ARTICLE 24. BIDDER'S CERTIFICATION.
A. QUALIFICATION OF BIDDER:
Bidder shall certify that he/she is, at the time of bidding, and shall be, throughout the
period of the contract, licensed in the State of Iowa to do the type of work contemplated
in the project manual. Bidder shall further certify that he/she is skilled and regularly
engaged in the general class and type of work called for in the project manual.
Bidder also certifies that he/she is knowledgeable of the unusual and peculiar hazards
associated with the general class and type of work required to construct the specified
project within the terms given in the project manual.
Bidder shall be competent and skilled in the protective measures necessary for the safe
performance of the construction work with respect to such unusual and peculiar hazards.
END OF INSTRUCTIONS TO BIDDERS
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INSTRUCTIONS TO BIDDERS
~0100 - 7
Howard R.Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City,Jowa
,
SECTION 00300
FORM OF PROPOSAL
IOWA CITY WATER DIVISION
IOWA RIVER DAM RENOVATION
1999
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NOTICE TO BIDDERS:
PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME
OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE
CONTAINED WITHIN THE FRONT COVER OF THIS DOCUMENT.
Name of Bidder: \.D
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410 East Washington Street )5-' , ..
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Iowa City, Iowa 52240 0'\
The undersigned bidder submits herewith bid security in the amount of $ in
accordance with the terms set forth in the "Project Specifications."
The undersigned bidder, having examined and determined the scope of the Contract
Documents, hereby proposes to provide the required labor, services, materials and equipment
and to perform the Project as described in the Contract Documents, including Addenda
, and , and to do all work at the prices.
We further propose to do all "Extra Work" which may be required to complete the work
contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such
work.
Item Description Estimated Unit Unit Price Total
Quantity
1. CONCRETE. STRUCTURAL 430 CY
2. DEMOLITION, CONCRETE 80 CY
3. DEMOLlITION. INCIDENTAL 1 LUMP
SUM
4. PRECAST L-BEAMS & NEOPRENE 600 LF
BEARING PADS
BID FORM
00300 - I
Howard R.Green Company
Project No. 513015-J
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Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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; Ite~ i..1J- Description Quantity Unit Unit Price Total
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~ 4" I2REā¬AST DECK & MISCELLANEOUS 2,990 SF
MAlIieIAL
ei ~i>s (COMPLETE) 617.4 LF
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7:T' EXPANSION JOINT (COMPLETE) 5 EACH
8. STEEL, MISCELLANEOUS 1,875 LBS
9. CONCRETE, PATCHING 350 CF
10. COFFERDAMS & BRACKING,INCLUDING 1 LUMP
DEWATERING (COMPLETE) SUM
11. MISCELLANEOUS ITEMS 1 LUMP
SUM
12. # 6 DOWELS 40 EACH
13. #5 DOWELS 232 EACH
14. GRANULAR FILL 410 CY
15. COHESIVE MATERIAL 122 CY
16. ROCK EXCAVATION 45 CY
17. EXCAVATION AND BORROW 2030 CY
18. OPENINGS FOR INSPECTION 5 EACH
19. SIDEWALKS 5000 SF
20. ACC, COMMERCIAL MIX (W/GRANULAR 207 SY
BASE)
21. GRANULAR BASE 2500 CF
22. ACC REMOVAL 550 SY
23. PCC, CURB AND GUTTER 300 LF
24. ACC, CURB 215 LF
25. CURB REMOVAL 160 LF
26. CLEAR AND GRUB 1 LUMP
SUM
27. CHAIN LINK FENCE, 4' HIGH 15 LF
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BID FORM
00300 - 2
Howard R.Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
Item Description Estimated Unit Unit Price Total
Quantity
28. CHAIN LINK FENCE, 6' HIGH 388 LF
29. CHAIN LINK FENCE, 8' HIGH 25 LF
30. MOBILIZATION 1 LUMP
SUM ---.-
31. STRIPING 4" YELLOW 500 LF .~
32. STRIPING REMOVAL 456 LF )
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33. LIGHT FIXTURES (NEW LIGHTS WITH NEW 3 EACH
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34. ELECTRICAL MANHOLES (H.V.) 2 EACH
35. ELECTRICAL DUCT BANK (COMPLETE) 95 LF
36. LIGHTING FIXTURES COMPLETE 6 EACH \..1,"
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38. 1" RIDGID STEEL CONDUIT 44 LF -!-.--
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39. 2" RIDGID STEEL CONDUIT 750 LF c.'):::. - '._:
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40. 4" RIDGID STEEL CONDUIT 1,100 LF 0"\
41. #6 AWG 1,000 LF
42. ELECTRICAL HAND HOLES 3 EACH
43. CLASS E RIP-RAP 410 TON
44. GABION BASKET 9X3X1.5 50 EACH
45. GABION BASKET 6X3X3 145 EACH
46. GABION STONE 700 TON
47. FILTER FABRIC 1,675 SY
48. GROUTING 1 LUMP
SUM
49. 18" REINFORCED CONCRETE PIPE 20 LF
50. INTAKE COMPLETE 1 EACH
BID FORM
00300 - 3
Howard R.Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
Item Description Estimated Unit Unit Price Total
Quantity
51. #AWG 130 LF
52. h!GHTING CONTROL STATION 1 EACH
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:~3. f=S :..~TION OF WEST ACCESS SUM
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1. Ii'- PCC PAVING 266 SY
2. GRADING, AS SHOWN 1 LUMP
SUM
3. REMOVALS, AS SHOWN 1 LUMP
SUM
4. 6" DIA. POSTS 36 EACH
5. 4" ACC WITH 6" GRANULAR BASE 427 SY
6. 12" CORRUGATED METAL PIPE 100 LF
7. SEEDING, FERTILIZING AND MULCH 0.03 ACRES
8. CLASS E RIP-RAP 600 TONS
9. CLASS A CRUSHED STONE 137 TONS
10. MISCELLANEOUS ITEMS FOR BOAT RAMP 1 LUMP
CONSTRUCTION SUM
11. BOAT RAMP MOBILIZATION 1 LUMP
SUM
SUBTOTAL FOR BOAT RAMP
PROJECT TOTAL (DAM RENOVATION PLUS BOAT RAMP
The Owner reserves the right to accept or reject the Bid. The Owner intends to award a
single contract which it deems to be in the best interests of the City.
All Bidders shall submit a detailed "Schedule of Values" as described in Section 00100
(Instructions to Bidders).
BID FORM
00300 - 4
Howard R.Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
Bidder shall name the superintendent who will be in charge of the work on-site.
Superintendent's experience of the general type contemplated under the Contract shall be
listed below:
Superintendent's Name:
Project Experience of Named Superintendent (include project name, brief description, owner,
contact person and phone number) for verification:
The names of those persons, finms, companies or other parties with whom the Bidder
intends to enter into a subcontract, together with the type of subcontracted work and
approximate dollar amount of the subcontract:
The undersigned bidder certifies that this proposal is made in good faith, and without
collusion or connection with any other person or persons bidding on the work.
The undersigned bidder states that this proposal is made in conformity with the Contract
Documents and agrees that, in the event of any discrepancies or differences between any
conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the
more specific shall prevail.
FIRM:
By:
(Title)
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(Name of Contact Person for Bid)
(Bidders Federal Tax I.D. Number)
BID FORM
00300 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00410
BID BOND
unto
sum of
as Principal, and
, as Surety declare that we are held and are firmly bound
, hereinafter called "OWNER," in the
Dollars ($ ) to pay said sum as herein provided. We as Principal and
Surety further promise and declare that these obligations shall bind our heirs, executors,
administrators, and successors jointly and severally. This obligation is conditioned on the Principal
submission of the accompanying bid, dated for the Iowa
River Dam Renovation.
NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract
in the form specified, and the Principal shall then furnish a bond for the Principal's
faithful performance of said Project, and for the payment of all persons perfonming
labor or furnishing materials in connection therewith, and shall in all other respects
perform the Project, as agreed to by the City's acceptance of said Bid,
then this obligation shall be void. Otherwise this obligation shall remain in full force and effect,
provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed
the amount of the obligation stated herein.
By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the
Owner in the event that the Principal fails to execute the contract and provide the bond, as provided
in the Project speCifications or as required by law. : .:'
The Surety, for value received hereby stipulates and agrees that the obligatio~of said
Surety and its bond shall in no way be impaired or affected by any extension of the time within
which the Owner may accept such Bid or may execute such contract documents, and s~ Surety
does hereby waive notice of any such time extension. '.,
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BID BOND
00410 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
of
The Principal and the Surety hereto execute this bid bond this
,A.D., 199_.
day
(Seal)
Witness Principal
By
(Title)
(Seal)
Surety
By
(Attorney-in-fact)
Witness
Attach Power-of-Attorney
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00410 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00490
NOTICE OF AWARD
TO:
PROJECT DESCRIPTION: Iowa River Dam Renovation
The City has considered the BID submitted by you for the above-described Work.
You are hereby notified that your BID has been accepted for items in the amount of
$ .
You are required by the Instructions to Bidders to execute the Form of Agreement and furnish the
required CONTRACTOR S Performance and Payment Bond and Certificates of Insurance within
ten (10) calendar days from the date of this Notice to you.
If you fail to execute said Agreement and to fumish said BONDS within the (10) days from the date
of this Notice, said City will be entitled to consider all your rights arising out of the City s
acceptance of your BID as abandoned and as a forfeiture of your BID BOND. The City will be
entitled to such other rights as may be granted by law.
You are required to return an acknowledged copy of this NOTICE OF AWARD to the City.
Dated this
day of
,1999.
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CITY OF IOWA CITY. IOWA
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NOTICE OF AWARD
00490 - 1
Howard R. Green Company
Project No. 513015-J
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE OF AWARD is hereby acknowledged
By
this the _ day of
,19_.
By
Title
END OF SECTION 00490
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NOTICE OF AWARD
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
00490 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00500
FORM OF AGREEMENT
THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa
("City"), and ("Contractor").
Whereas the City has prepared certain plans, specification forms for proposal and bid
documents dated the day of , 19_, for the Iowa River Dam
Renovation ("Project"), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully
describe the terms and conditions upon which the Contractor is willing to perform the Project.
NOW, THEREFORE, IT IS AGREED:
1. The City hereby accepts the attached proposal and bid documents of the Contractor
for the Project, and for the sums listed therein.
2. This Agreement consists of the following component parts which are incorporated
herein by reference:
a. Addenda Numbers
b. Plans (attached herein);
c. Specifications;
d. Advertisement for Bids;
e. Performance and Payment Bond;
f. Restriction on Non-Resident Bidding of Non-Federal-Aid Projects;
g. Contract Compliance Program (Anti-Discrimination Requirements);
h. Form of Proposal and Bid Documents;
i.
Notice of Public Hearing;
Instructions to Bidders;
Notice to Proceed;
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FORM OF AGREEMENT
00500 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
I. Standard General Conditions;
m. Supplementary General Conditions; and
n. This Instrument.
The above components are deemed complementary and should be read together. In the
event of a discrepancy or inconsistency, the more specific provision shall prevail.
3. The names of subcontractors, together with quantities, unit prices, and extended
dollar amounts, are as follows (or shown on an attachment):
4. Payments are to be made to the Contractor in accordance with Article 14 of the
General Conditions and SGC-14.2 and SGC-14.13 of the Supplementary General
Conditions.
DATED this
day of
,199_.
CONTRACTOR:
OWNER:
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(Title)
Mayor
ATTEST:
ATTEST:
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(Title)
(Company Official)
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City Clerk
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APPROVED BY:
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City Attorney's Office
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END OF AGREEMENT
FORM OF AGREEMENT
00500 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00610
PERFORMANCE AND PAYMENT BOND
15
(Here insert the name and address or legal title of the Contractor)
Principal, hereinafter called the Contractor and
as Surety, hereinafter
(Here insert the legal title of the Surety)
called the Surety, are held and finmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter
called the Owner, in the amount of Dollars
($ ) for the payment for which Contractor and Surety hereby bind themselves,
their heirs, executors, administrators, successors and assigns, jointly and severally.
WHEREAS, Contractor has, as of
, entered into a
(date)
written Agreement with Owner for the Iowa River Dam Renovation Project; and
WHEREAS, the Agreement requires execution of this Performance and Payment Bond,
to be completed by Contractor, in accordance with plans and specifications prepared by the City
of Iowa City, which Agreement is by reference made a part hereof, and the agreed-upon work is
hereafter referred to as the Project.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if
Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond
shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion
of the Project.
A. The Surety hereby waives notice of any alteration or extension of time made by the Owner.
B. Whenever Contractor shall be, and is declared by Owner to be, in default under the
Agreement, the Owner having performed Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly: 0 ::?;
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1. ~~mPlete the Project in accordance with the tenms and conditions ~ A~m.!I!1}
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PERFORMANCE & PAYMENT BOND
00610 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
2. Obtain a bid or bids for submission to Owner for completing the Project in
accordance with the terms and conditions of the Agreement; and upon determina-
tion by Owner and Surety of the lowest responsible bidder, arrange for a contract
between such bidder and Owner, and make available, as work progresses (even
though there may be a default or a succession of defaults under the Agreement or
subsequent contracts of completion arranged under this paragraph), sufficient funds
to pay the cost of completion, less the balance of the Contract Price, but not
exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in this paragraph, shall mean the total amount payable
by Owner to Contractor under the Agreement, together with any addenda and/or
amendments thereto, less the amount properly paid by Owner to Contractor.
C. The Contractor and Contractor's Surety shall, in accordance with the provisions of Chapter
384, Code of Iowa, be obligated to keep the improvements covered by this bond in good
repair for a period of two (2) years from the date of formal acceptance of the improvements
by the Owner.
D. No right of action shall accrue to or for the use of any person, corporation or third party
other than the Owner named herein or the heirs, executors, administrators or successors
of Owner.
IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in
accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or
corporations having contracts directly with the Principal, including any of Principal's subcontractors,
all claims due them for labor performed or materials fumished in the performance of the Agreement
for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of
this bond to the same extent as if it were expressly set out herein.
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PERFORMANCE & PAYMENT BOND
00610 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SIGNED AND SEALED THIS
DAY OF
.19_.
IN THE PRESENCE OF:
(Principal)
Witness
(Title)
(Surety)
Witness
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(Address)
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PERFORMANCE & PAYMENT BOND
00610 - 3
SECTION 00670
NOTICE TO PROCEED
TO:
DATE:
Iowa City Water Division
Iowa River Dam Renovation Project
City of Iowa City, Iowa
410 East Washington Street
Iowa City, Iowa 52240-1826
1999
You are hereby notified to commence WORK in accordance with the Agreement dated
, 19_, on or before . The date of completion of all
WORK is
HOWARD R. GREEN COMPANY
By
Title
ACCEPTANCE OF NOTICE
Receipt of the above NOTICE TO PROCEED is hereby acknowledged by:
,this the
day of 19_.
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NOTICE TO PROCEED
00670 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00700
STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT
Reprinted by Permission of the Engineers Joint Contract Documents Committee.
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GENERAL CONDITIONS
00700 - 1
This document has important legal consequences; eonsultation with an attorney is encouraged with respect 10 its use or
modification. This document should be adapted to the particular circumstances of the contemplated Project and the_
Contro\1ing Law. . --- --
STANDARD
GENERAL CONDITIONS
OF THE
CONSTRUCTION CONTRACT
Prepared by
ENGINE~ JOINT CONI'RACT DOCUMENTS coMMITTEE
and
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Issued and Published Jointly By
. National Society of
Professlone' Englnee,..
P,.,erslonll Engl..." 10"""''' Prlc/I..
BE
AMERICAN CONSULTING
ENGINEERS COUNCIL
PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE
a practice division of the
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
AMERICAN SOCIETY OF
CIVIL ENGINEERS
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This document has been appr.oved and endorsed by
The Associated General ~ Contractors of America
Construction Specifications Institute
~~
These General Conditions have been prepared for use with the Owner-ContraClOr Agreements (No. 1910-8-A-I or 1910-
8-A-2) (1996 Editions). Their provisions are interrelated and. a change in one may necessitate a change in the other.
Comments concerning their usage are contained in the ElCDC User's Guide (No. 1910-50). For guidance in the
preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. 1910-17)
(1996 Edition).
ElCDC No. 1910-8 (1996 Edition)
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Copyright el996
National Society of Professional Engineers
1420 King Street, Alexandria, VA 22314
American Consulting Engineers Council
IOIS ISth Street N.W., Washington, DC 2000S
American Society of Civil Engineers
34S East 47th Street, New York. NY 10017
00700 - 2
TABLE OF coNTENTS
._-=~--
ARTICLE 1 . DEFINITIONS AND TERMINOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 . 6
1.01 Defined Terms ................................................... 00700 - 6
1.02 Terminology. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 8
ARTICLE 2 _ PRELIMINARY MATTERS.. .. . . . . . . . .. . .. .. . . .. . . . . . . . . . . . . . . . . . . .. . . 00700 - 9
2.01 Delivery of Bonds ................................................. 00700 - 9
2.02 copiesofDocUmelllS............................................... 00700-9
2.03 Commencemelll of Colllract Times; Notice to Proceed .......................... 00700 - 9
2.04 Starting the Work ................................................. 00700 - 9
2.05 Before Starting ConstrUction .......................................... 00700 - 9
2.06 Preconstruction Conference ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 10
2.07 Initial Acceptance of Schedules. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 10
ARTICLE 3 _ CONTRACT DOCUMENTS: INTENT. AMENDING. REUSE .................... 00700 - 10
3.01' Inielll .............................................. . . . . . . . . . . 00700 - 10
3.02 Reference Standards .............................................. 00700 - 10
3.03 Reporting and Resolving Discrepancies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - II
3.04 Amending and Supplementing ColllTact Documellls ........................... 00700 - 11
3.05 Reuse ofDocumellls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - II
ARTICLE 4 _ A V AlLABILlTY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
REFERENCE POINTS .............................................. 00700 - II
4.01 Availobility of Lands .............................................. 00700 - II
4.02 Subsurface and plrysical Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 12
4.03 Differing Subsurface or Plrysical Olnditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 12
4.04 Underground Facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 13
4.05 Reference Poillls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 13
4.06 Hazardous Environmelllal Olndition at Site .,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 14
ARTICLE 5 _ BONDS AND INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00706 - 15
5.01 Performance. Paymelll, and Other Bonds ................................. 00700 - 15
5.02 licensed Sureties and Insurers ........................................D 00700 - 15
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5.03 Certificates of Insurance ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q . . . ..".. 00700 - 15
5.04 CONIRA.CTOR's liability Insurance ............................ ii.:~; . ~:. OO~OO - 15
5.05 OWNER's liability Insurance ................................ 'rf~"'~' 0ll7QO-16
5.06 Property Insurance ...................................... .::;... . . W. 00700 - 16
5.07 Waiver of RighJs ........................................;;;:: i . . . .", . 00700 - 17
5.08 Receipt and Application of Insurance Proceeds . . . . . . . . . . . . . . . . . . . . . a f:, . . =t:: . O()'7OO - 18
5.09 Acceptance of Bonds and Insurance; Option to Reploce ...............:r;~.. :;;:-. . 00700 - 18
5.10 Partial Utilization, Acknowledgmelll of Property Insurer. . . . . . . . . . . . . . . ~': . . . .0. . 00700 - 18
ARTICLE.6_CONTRACTOR'SRESPONSmILlTIES ............................... -:-!.. 00700-18
6.01 Supervision and Superilllendence . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 18
6.02 lAbor; Working Hours ............................................. 00700 - 19
6.03 Services, Materials, and Equipmelll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 19
6.04 Progress Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 19
6.05 Substitutes and "Or-Equals" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 19
6.06 Concerning SubcOlllractors. Suppliers. and Others . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 20
6.07 Patelll Fees and Royalties ........................................... 00700 - 21
6.08 Permits. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. 00700 - 21
6.09 Laws and Regulotions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 22
6.10 Taxes... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 22
6.11 Use of Site and Other Areas. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 22
6.12 Record Documellls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 22
6.13 Safety and Protection .............................. . . . . . . . . . . . . . . . . 00700 - 23
6.14 Safety Represelllative .............................................. 00700 - 23
. 6.15 Hazard Communication Programs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 23
00700 - 3
6.16 Emergencies. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . 00700.23
6.17 Shop Drawings and Samples. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . 00700 _ 23
6.18 CQntinuitig the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . ..00700__ 24"
6,19 CONTRACTOR's General Warranty and Guarantee. . . . , . . . . . . . . . . . . . . . . . . . , . . 00700 _ 2S
6.20 Indemnification. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 2S
ARTICLE 7 . OTHER WORK .....,............................................. 00700. 26
7.01 Related Work at Site. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 26
7.02 Coordination. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 26
ARTICLE 8 . OWNER'S RESPONSIBILITIES ........................................ 00700.26
. 8.01 Communications to Contractor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . 00700 _ 26
8.02 Replacement of ENGINEER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 26
8.03 Furnish Data ................................................... 00700. 26
8.04 Pay Promptly When Due . . '.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 007lY. ' 26
8.05 lAnds and Easements; Reports and Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0070C _ 26
8.06 Insurance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 27
8.07 Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 27
8.08 - Inspections, Tests, and Approvals ...................................... 00700. 27
8.09 Limitations on OWNER's Responsibilities ................................. 00700.27
8.10 Ungisclastd Ha:t.ardous Environmental Condition ............................ 00700 _ 27
8.1,. Evidence of Financial Arrangements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700.27
ARTICLE ~- ENGlNEER'S STATUS DURING CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 27
9.Q1: ,OWNER'SRepresentative........................................... 00700-27
9.02 Visil1to Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . 00700 _ 27
9.63' PrOject Represtnlative ............................................. 00700 _ 27
. 9.04, Claiifications and Interpretations ...................................... 00700 _ 28
9.05 _ AUlIi9rized Variarions in Work ..................,..................... 00700 _ 28
9.06 ~ RejeCting Defective Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 28
9.01 Shop Drawitigs, Change Orders and Payments ..............................00700-28
9.08 Detenninationsfor Unit Price Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 28
9.09 Decisions on Requirements of Contract DocUmtnts and Acceptability of Work ..........00700,28
9.10 Limitations on ENGINEER's Authority and Responsibilities. . . . . . . . . . . . . ' . . . . . . . . 00700 _ 28
ARTICLE 10 - CHANGES IN THE WORK; CLAIMS .......................... '....... 00700 _ 29
10.01 AUlhoriled Changes in the Work ............................... ' . . . . . . . 00700 _ 29
10.02 UnaUlhorized Changes in the Work ..................................... 00700 _ 29
10.03 Execution of Change Orders. . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 29
10.04 Notijicarion to Surety .............................................. 00700 _ 29
10.05 Claims and DispUles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 30
ARTICLE 11 - COST OF'THE WORK; CASH ALLOWANCES; UNIT PRICE WORK . . . . . . . . . . . . . . 00700 _ 30
11.01 Cost of the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 30
11.02 Cash Allawances . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700.32
11.03 Unit Price Work ................................................. 00700 _ 32
ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES ............. 00700 _ 33
12.01 Change of Contract Price ........................................... 00700 _ 33
12.02 Change of Contract TImes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 33
12.03 Delays Beyond CONTRACTOR's ConlTol ................................. 00700 _ 33
12.04 Delays Within CONTRACTOR's Control . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 34
12.05 Delays Beyond OWNER's and CONTRACTOR's ConlTol. . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 34
12.06 Delay Damages. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 34
ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 34
13.01 Notice of Defects ............ '. . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . 00700 _ 34
13.02 Access to Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 34
13.03 Tests and Inspections .............................................. 00700 _ 34
13.04 Uncovering Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 35
13.05 OWNER May Stop the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 _ 35
13.06 CorrectlonorRemovalofDefective Work................................. 00700-35
00700 - 4
13.07 Correction Period ................................,",.....,...... 00700 - 35
13.08 Acceptallce 01 Defective Walt. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . 00700 - 36
13.09 OWNER May Correct Delective Walt. . . . . .. . . . . . . . . . . . .. . . . , . . . . . . . . . . . . ool00.:..3li. -
ARTICLB 14 _ PAYMENTS TO CONTRACTOR AND COMPLETION.. . . . .. -, . , . . . . .. . ... . . . -. 00700~-36
14.01 Schtt/Jde of Values . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 36
14.02,. Progress Paymellls . . . .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 37
14.03 CONTRACTOR's WarrtlJlty 01 Title ................,.,..........,..,.... 00700 - 38
'<'I.; 14.04 Substantial Completion ....... . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . 00700 - 38
~i' 14.05 Partial Utilization ..............................,............,.... 00700 - 39
,,;.~ 14.06 rmallnspection ....................... .-. . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 39
~,' 14.07 Final Paymelll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 39
.' 14.08 Final Completion Delayed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 40
..' 14.09 Waiver 01 Claims . . . . . . . . ',' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . 00700 - 40
ARTICLE 15 _ SUSPENSION OF WORK AND TERMINATION .........,..........,....... 00700 - 40
15.01 OWNER May Suspend Wolt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 00700 - 40
15.02 OWNER May Terminole lor Cause . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 40
15.03 = OWNER May Terminole For Convenience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41
15.04 CONTRACTOR May Stop Worlc or Tenninate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41
ARTICLE 16. DISPUTE RESOLUTION . . . . . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41
16.01 Methods and Proctciures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 41
ARTICLE 17 _ MISCELLANEOUS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42
17.01 Giving Notice. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42
17.02 Computation olTimes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,- 00700 - 42
17.03 Cumulative Remedies .............................................; 00700 - 42
17.04 Survival olObUgations ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 - 42
17.05 ColllrolUng Law ................................................. 00700 - 42
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GENERAL CONDITIONS
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ARTICLE h DEFIlIlmONS AND TERMINOLOGY
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1.01 Dqi~ed TeT!!Y
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A." Wherever used in the Contract Documents and
printed with initial or a11 capital letten, the terms listed
below will have the meanings indicated which arc applicable
to both the singular and plural thereof.
1. Addenda- Wriucn or graphic instruments issued
prior to the opening of Bids which clarify, correct, or
change the Bidding Requirements or the Contract
Documents.
2. Agreemen/- The wriUCn instrument which is
evidence of the agreement between OWNER and
CONTRACTOR covering the Work.
3. AppUcaJionlor Payment-The form acceptable to
ENGINEER which is to be used by CONTRACTOR
during the course of the Work in requesting progress or
fmal payments and which is to be accompanied by such
supporting documentation as is required by the Contract
Documents.
4. Asbestos-Any material that contains more than
one percent asbestos and is friable or is releasing asbestos
fiben into the air above current action levels establisbed
by the United States Occupational Safety and Health
Administration.
5. Bid-The offer or proposal of a bidder submitted
on the prescribed form setting forth the prices for the
Work to be performed.
6. Bidding DOCU1llen/s- The Bidding Requirements
and the proposed Contract Documents (including all
Addenda issued prior to receipt of Bids).
7. Bidding Requiremenls- The Advertisement or
Invitation to Bid, Instructions to Bidden, Bid security
form, if any, and the Bid form with any supplements.
8. Bonds-Performance and payment bonds and
other instruments of security.
9. Ouznge Order-A document recommended by
ENGINEER which is signed by CONTRACTOR and
OWNER and authorizes an addition, deletion, or revision
in the Work or an adjustment in the Contract Price or the
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Contract Times, issued on or after the Effective Date of
the Agreement.
10. Cl4im-A demand or assertion by OWNER or
CONTRACfOR seelcinganadjustlllent of Contract Price
or Contract Times, or both; or other relief with respect to
the terms of the Contract. A demand for money or
services by a third party is not a Claim.
11. Con/ract- The entire and integrated written
agreement between the OWNER and CONTRACTOR
concerning the Work. The Contract supenedes prior
negotiations, representations, or agreements, whether
written or oral.
12. Con/ract Documen/s-The Contract Documents
establish the rights and obligations of the parties and
include the Agreement, Addenda (which pertain to the
Contract Documents), CONTRACTOR's Bid (including
documentation accompanying the Bid and any post Bid
documentation submitted prior to the Notice of Award)
when attached as an exhibit to the Agreement, the Notice
to Proceed, the Bonds, these General Conditions, the
SupplementarY Conditions, the SpeCifications and the
Drawings as the same are more specifically identified in
the Agreement, together with all Written Amendments,
Change Orders, Work Change Directives, Field Orden,
and ENGINEER's written interpretations and
, clarifications issued on or after the Effective Date of the
Agreement. Approved Shop Drawings and the reports
and drawings of subsurface and physical conditions arc
not Contract Documents. Only printed or hard copies of
the items listed in this paragraph arc Contract Documents.
Files in electronic media format of text, data, graphics,
and the like that may be furnished by OWNER to
CONTRACTOR are not Contract Documents.
13. Contract Price-The moneys payable by OWNER
to CONTRACTOR for completion of the Work in
accordaoce with the Contract Documents as stated in the
Agreement (subject to the provisions of paragraph 11.03
in the case of Unit Price Work).
14. Contract 1imes- The number of days or the dates
stated in the Agreement to: (i) achieve Substantial
Completion; and (ii) complete the Work so that it is ready
, for final payment as evidenced by ENGINEER's wriucn
recommendation of fmal payment.
IS. CON7RACTOR-The individual or entity with
whom OWNER has entered into the Agreement.
16. Cost of/he Work-oSee paragraph 11.01.A for
deflDition.
17 . Drawings-That part of the Contract Documents
prepared or approved by ENGINEER which graphically
shows the scope, extent, and character of the Work to be
performed by CONTRACTOR. Shop Drawings and
othe.~ CONTRACTOR submittals arc not Drawings as so
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il8: Effective Dale of the Agreement--The date
h"l;r..HI in the Agreement on which it becomes effective,
but if no such date is indicated, it means the date on
which the Agreement is signed and delivered by the last
of the tWo parties to sign and deliver.
19. ENGINEER-The individual or entity named as
such in the Agreement.
20. ENGINEER's Consuhant-An individual or entity
having a contract with ENGINEER to furnish services as
ENGINEER's independent professional associate or
consultant with respect to the Project and who is
identified as such in the Supplementary Conditions.
21. Field Order-A written order issued by ENGI-
NEER which requires minor changes in the Work but
which docs not involve a change in the Contract Price or
the Contract Times.
22. General Requirements-Sections of Division I of
the Specifications. The General Requirements pertain to
'~~!i.ons of the Specifications.
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23. Hazardous Environmentol Condition-The
presence at the Site of Asbestos, PCBs, Petroleum,
Hazardous Waste, or Radioactive Material' in such
quantities or circumstances that may present a substantial
danger to persons or property exposed thereto in
connection with the Work.
24. Hozardous Waste-The term Hazardous Waste
shall have the meaning provided in Section 1004 of the
Solid Waste Disposal Act (42 USC Section 6903) as
amended from time to time.
25. Laws and Regula1ions; Laws or Regulalions-Any
and all applicable laws, rules, regulations, ordinances,
cOdes, and orders of any and all governmental bodies,
agencies, authorities, and courts having jurisdiction.
26. Uens-Charges, security
encumbrances upon Project funds,
personal property.
interests, or
real property, or
27. Mileslone--A principal event specified in the
Contract Documents relating to an intermediate comple-
tion date or time prior to Substantial Completion of all the
. Work. .... .' - ..: -==:==:
28. Notice of Award-The written notice by OWNER
to the apparent successful bidder stating that upon timely
compliance by the apparent successful bidder with the
conditions prcccdcDllisted therein, OWN~ will sign and
deliver the Agreement.
29. Notice /0 Proceed--A written notice given by
OWNER to CONTRACTOR fIXing the date on which the
Contract Times will commence to run and on which
CONTRACTOR shall start to perform the Work under
the Contract Documents.
30. almER-The individual, entity, public body, or
authority with whom CONTRACTOR has entered into
the Agreement and for whom the Work is to be
performed. :
31. partial Utilization-Use by OWNERofa substan-
tially completed part of the Work for the'purPose for
which it is intended (or a related purpose) prior to
Substantial Completion of all the Work.
32. PCBs-Polychlorinated biphenyls.
33. Petrolewn-Petroleum, including crude oil or any
fraction thereof which is liquid at standard conditions of
temperantre and pressure (60 degrees Fahrenheit and 14.7
pounds per square inch absolute), such as oil, petroleum,
fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil
mixed with other non-Hazardous Waste and crude oils.
34. project-- The total constrUction of which the
Work to be performed under the Contract Documents
may be the whole, or a part as may be indicated
elsewhere in the Contract Documents.
35. Project Manuol- The bound documentary
information prepared for bidding and constrUcting the
Work. A listing of the contents of the Project Manual,
which may be bound in one or more volumes, is
contained in the table(s) of contents.
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36. Radioactive Material-So~;~ nuclear, or
byproduct material as defined by clhe- Ato~ ED!tW Act
of 1954 (42 use Section 2011 cti~q:) a{jme~~ from
time to time. ::< . -.
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37. Resident Project Repruemarivk: Th~ auihorizcd
representative of ENGINEER ~o ma~ assl~ed to the
Site or any part thereof. ""-J
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38. Samples-Physical examples af materials,
equipment, ar warlcmanship that are representative af
same portianaf the Wark and which establish the
standards by which such portian af the Wark will be
judged.
39. Shop Drawings-All drawings, diagrams, illustra-
tions, schedules, and ather data ar infarmatian which are
specifically prepared ar assembled by ar far CON-
TRACTOR and submitted by CONTRACTOR to.
illustrate same portian af the Wark.
40. Sile-Lands ar areas indicated in ~e Cantract
Documents as being furnished by OWNER upon which
the Wark is to be perf armed, including rights-of-way and
easements far access thereto., and such ather lands
furnished by OWNER which are designated far the use af
CONTRACTOR.
41. Specifications-That part af the Cantract
Docume\us consislil.lg af written technical descriptians af
material!,', equiplpent, systems, standards, and
warlcmanship ,as tpplied to. the Wark and certain
administiative deta!ts applicable thereto..
42. Subcolllra6or-AI1 individual ar entity having a
direct conti-act \VitJi CONTRACTOR ar with any ather
Subcontractor far ~ perfarmance af a part af the Wark
at the Siti:.:
43. Subslantial Complerion- The time at which the
Wark (ar a specified part thereaf) has pragressed to. the
point where, in the opinion af ENGINEER, the Wark (ar
a specified part thereof) is sufficiently complete, in
accardance with the Cantract Documents, sa that the
Wark (or a specified part thereof) can be utilized far the
purposes far which it is intended. The terms
"substantially complete" and "substantially completed" as
applied to. all ar part af the Wark refer to. Substantial
Campletian thereof.
44'. Supplementary Conditions-That part af the
Cantract Documents which amends ar supplements these
General Canditians.
45. $upplier-A manufacturer, fabricatar, supplier,
distributor, materialman, ar vendar having a direct
contract with CONTRACTOR ar with any Subcontractar
to. furnish materials ar equipment to. be incarporated in
the Wark by CONTRACTOR ar any Subcantractar.
46. Underground Facilities-AU undergraund
pipelines, canduits, ducts, cables, wires, manhales,
vaults, tanks, tunnels, ar ather such facilities ar
attachments, and any encasements cantaining such
facilities, including thase that canvey electricity, gases,
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steam, liquid petraleum products, telephane ar ather
cammunicatians, cable televisian, water, wastewater,
starm water, o.ther liquids ar chemicals"ar_traffic,ar
ather cantral systems.
47. Unit Price Wolk--Wark to. be paid far an the
basis af unit prices.
48. Work--The entire campleted canstructlan ar the
variaus separately, identifiable parts thereof required to. be
provided under the Cantract Documents. Wark includes
and is the result af perfarming ar providing all labor,
services, and documentatian necessary to. produce such
ccnstructian, and furnishing, installing, and incorporating
all materials and equipment into. such constructian, all as
required by the Cantract Documents.
49. Work Change Directive-A written statement to.
CONTRACTOR issued an ar after the Effective Date af
the Agreement and signed by OWNER and recommended
by ENGINEER ardering an additian, deletian, ar revisian
in the Wark, ar responding to. differing ar unfareseen
subsurface ar physical conditians under which the Wark
is to. be perfarmed ar to. emergencies. A Wark Change
Directive will nat change the Cantract Price ar the
Cantract Times but is evidence that the parties expect that
the change ardered ar documented by a Wark Change
Directive wi1l be incorporated in a subsequently issued
Change Order fallawing negatiatians by the parties as to.
its effect, if any, an the Cantract Price ar Cantract
Times.
SO. Wrillen Amendment--A written statement
madifylng the Cantract Documents, signed by OWNER
and CONTRACTOR an ar after the Effective Date af the
Agreement and narmally dealing with the nanengineering
ar nantechnical rather than strictly constructian-related
aspects af the Cantract Documents.
1.02 Tenninology
A. Intent of Cmain Tenns or Adjectives
1. Whenever in the Cantract Documents the terms
"as allawed," "as appraved," ar terms af like effect ar
import are used, ar the adjecti\'es "reasanable,"
"suitable," -acceptable," .proper," "satisfactory," or
adjectives af like effect ar import are used to. describe an
actian ar determinatian af ENGINEER as to. the Wark, it
is intended that such actlan or determinatian will be solely
to. evaluate, in general, the completed Wark far
campll8nce with the requirements af and infarmatian in
the Cantract Documents and confarmance with the design
cancept af the campleted Praject as a functianing whale
as shawn ar indicated in the Cantract Documents (unless
there is a specific statement indicating atherwise). The
use of any such term or adjective shall not be effective to
assign to ENGINEER any duty or authority to supcrvise
or direct the pcrformance of the Work or any duty or
authority to undertake responsibility contrary to the
provisions of paragraph 9. I 0 or any other provision of the
Contract Documents.
Boo Day
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. -~(' 1. - The word "day" shall constitute a calendar day
of 24 hours measured from midnight to the next midnight.
C. D~f~ctiv~
I. The word "defective," when modifying the word
.Work," refers to Work that is unsatisfactory, faulty, or
deficient Iii that it docs not coroona to the Contract
Documents or docs not meet the requirements of any
inspection, reference standard, test, or approval referred
to in the Contract Documents, or has been damaged prior
to ENGINEER's recommendation of fina1 payment
(unless responsibility for the protection thereof has been
assumed by OWNER at Substantial Completion in accor-
dance with paragraph 14.04 or 14.05).
D. Furnish, Install, P~rform, Provid~
I. The word "furnish," when used in connection
- with services, materials, or equipment, shall mean to
supply and deliver said services, materials, or equipment
to the Site (or some other specified location) ready for use
0/ installation and in usable or opcrable condition.
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i.- 2. The word "install," when used in connection
With services, materials, or equipment, shall mean to put
into use or place in fina1 position said services, materials,
or equipment complete and ready for intended use.
3. The words .pcrform" or .provide," when used
in connection with services, materials, or equipment,
shall mean to furnish and install said services, materials,
or equipment complete and ready for intended use.
4. When .furnish," "install," "pcrform," or .pro-
vide" is not used in connection with services, materials,
or equipment in a context clearly requiring an obligation
of CONTRACTOR, "provide" is implied.
E. Unless stated otherwise in the Contract Documents,
words or phrases which have a well-known technical or
construction industry or trade meaning are used in the
Contract Documents in accordance with such recognized
meaning.
ARTICLE 2 - PRELIMINARY MATTERS
2.01 D~liv~ry of Bonds
A, When CONTRACTOR delivers the executed
Agreements to OWNER, CONTRACTOR shall also deliver
to OWNER such Bonds as CONTRACTOR may be required
to furnish.
2.02 Copi~s of Docum~nts
A. OWNER shall furnish to CONTRACTOR up to ten
copies of the Contract Documents. Additional copies will be
furnished upon request at the cost of reproduction.
2.03 Commenc~ment of Contract TImes: Notic~ to Proc~~
A. The Contract Times will commence to run on the
thirtieth day after the Effective Date of the Agreement or, if
a Notice to Proceed is given, on the day indicated in the
Notice to Proceed. A Notice to Proceed may be given at any
time within 30 days after the Effective Date._ of the
Agreement. In no event will the Contract Times commence
to run later than the sixtieth day after the day of Bid opening
or the thirtieth day after the Effective Date of the Agreement,
whichever date is earlier.
2.04 Starting th~ Work
A. CONTRACTOR shall s~o pcrfqtiJl the Work on
the date when the Contract TimetWl1\IIlcncc to run. No
Work shall be done at the Site priofi"'o:Jhe &ire on'"Wllich the
Contract Times commence to run"-' ~. "-> -"'-
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2.05 B~'or~ Starting ConstrualD,lI" -I) -,
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A. CONTRACTOR 's Revi~)jrCo;aract1:16cum~nts:
Before undertaking each part of the WorIiJ::ONTRACTOR
- shall carefully study and compare the Contract Documents
and check and verify pcrtinent figures therein and all
applicable field measurements. CONTRACTOR shall
promptly report in writing to ENGINEER any conflict, error,
amhiguity, or discrepancy which CONTRACTOR may
discover and shall obtain a written interpretation or
clarification from ENGINEER before proceeding with any
Work affected thereby; however, CONTRAcTOR.shall not
be liable to OWNER or ENGINEER for failure tojeport any
conflict, error, atnbiguity, or discrepancy in the Contract
Documents unless CONTRACTOR knew or reasonably
should have known thereof.
B. PulimiTIIJry Schedul~s: Within ten days after the
Effective Date of the Agreement (unless otherwise specified
00700 - 9
in the General Requirements), CONTRACTOR shall submit
to ENGINEER for its timely review:
I. a preliminary progress schedule indicating the
times (numbers of days or dates) for starting and
completing the various stages of the Worle, including any
Milestones specified in the Contract Documents;
2. a preliminary schedule of Shop Drawing and
Sample submittals which will list each required submittal
and the times for submitting, reviewing, and processing
such submittal; and
3. a preliminary schedule of values for all of the
Work which includes quantities and prices of items which
when added together equal the Contract Price and subdi-
vides the \Vork into component parts in sufficient detail
to serve as the basis for progress payments during
perfonnance of the Work. Such prices will include an
appropriate amount of overhead and profit applicable to
each item of Work.
C. Evideru:e of Insurance: Before any Work at the Site
is started, CONTRACTOR and OWNER shall each deliver
to the other, with copies to each additional insured identified
in the Supplementary Conditions, cenificates of insurance
(and other evidence of insurance which either of them or any
a<1ditional insured may reasonably request) which
CONTRACTOR and OWNER respectively arc required to
purchase and maintain in accordance with Aniele 5.
2.06 Prd~nsrruclifn Conference
A. - WitIiiD 20 days after the Contract Times start to run,
but before ~y Work at the Site is started, a conference
attended bycrONTRACTOR, ENGINEER, and others as
appropriitlC {;.,ilI ~ held to establish a working understanding
among the parties,as to the Work and to discuss the schedules
referted- to in: paragraph 2.05.B, procedures for handling
Shop Drawirfs4 and other submittals, processing Applications
for Paym~nt, iIld maintaining required records.
2.07 Initial Acceptance of Schedules
A. Unless otherwise provided in the Contract Docu-
ments, at least ten days before submission of the first
Application for Payment a conference attended by CON-
TRACTOR, ENGINEER, and others as appropriate will be
held to review for acceptability to ENGINEER as provided
below the schedules submitted in accordance with paragraph
2.05.B. CONTRACTOR shall have an additional ten days to
malee corrections and adjustments and to complete and
resubmit the schedules. No progress payment shall be made
to CONTRACTOR until acceptable schedules arc submitted
to ENGINEER.
),- The progress schedule will be acceptable 10
ENGINEER if it provides an orderly progression of the
Work to completion within any specified MiI.!'.~!9!1C!-~ .
the Contract Times. Such acceptance will not impose on
ENGINEER responsibility for the progress schedule. for
sequencing, scheduling, or progress of the Work nor
interfere with or relieve CONTRACTOR from
CONTRACTOR's full responsibility therefor.
2. _. CONTRACTOR's schedule ofSbop Drawing and
Sample submittals will be acceptable to ENGINEER if it
provides a workable arrangement for reviewing and
processing the required submittals.
3. CONTRACTOR's schedule of values will be
acceptable to ENGINEER as to form and substance if it
provides a reasonable allocation of the Contract Price to
component pans of the Work.
ARTICLE 3 - CONTRACT DOCUMENTS: INTENT,
AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what
is called for by one is as binding as if called for by all.
B. It is the intent of the ContraCt Documents to describe
a functionally complete Project (or pan thereof) to be
constructed in accordance with the Contract Documents.
Any labOr, documentation, services, materials, or equipment
that may reasonably be inferred from the Contract Docu-
ments or from prevailing custom or trade usage as being
required to produce the intended result will be provided
whether or not specifically called for at no additional cost to
OWNER.
C. Clarifications and interpretations of the Contract
Documents shall be issued by ENGINEER as provided in
Anicle 9.
3.02 Reference Standards
A. Standards. Specifications. Codes, Laws, and
Regula1ions
I. Reference to standards, specifications, manuals,
or codes of any technical society, organization, or
association, or to Laws or Regulations, whether such
reference be specific or by implication, shall mean the
standard, specification, manual, code, or Laws or Regula-
tions in effect at the time of opening of Bids (or on the
Effective Date of the Agreement if there were no Bids),
_00700 - 10
except as may be otherwise specifically stated in the
Contract Documents.
2. No provision of any such standard, specification,
manual or code, or any instnlction of a Supplier shall be
effective to change the duties or responsibilities of
OWNER,.CO,NTRACTOR, or ENGINEER, or any of
th~iI..~ube,p~tr$ctors, consultants, agents, or employees
fiP.~,~~fl~t1?rth in.the Co~tract ~ents, no~ shall
any'such'prowlon or mstrUtuon be effectIve to assIgn to
OWNER, ENGINEER, or any of ENGINEER's
Consultants, agents, or employees any duty or authority
to supervise or direct the performance of the Work or any
duty or authority to undertake responsibility inconsistent
with the provisions of the Contract Documents.
3.03 Reportiiig aM Resolving Discrepancies
A. R~onmgDua~ancks
1. If; during the performance of the Work,
CONTRACTOR discovers any contlict, error, ambiguity,
or discrepancy within the Contract Documents or betwccn
the Contract Documents and any provision of any Law or
Regulation applicable to the performance of the Work or
of any standard, specification, manual or code, or of any
instruction of any Supplier, CONTRACTOR shall repon
it to ENGINEER in writing at once. CONTRACTOR
shaI1 not proceed with the Work affected thereby (except
in an emergency as required by paragraph 6.16.A) until
an amendment or supplement to the Contract Documents
has, been, isSued by one of the methods indicated in
paragraph 3.04; provided, however, that CONTRACTOR
sliaU:not beIlable to OWNER or ENGINEER for failure
to repon any such conflict, error, ambiguity, or dis-
crepancy unless CONTRACTOR knew or reasonably
should have known thereof.
B. Resolving Ducrepancies
1.. Except as may be otherwise specifically stated in
the Contract Documents, the provisions of the Contract
Documents shall take precedence in resolving any
contlict, error, ambiguity, or discrepancy between the
provisions of the Contract Documents and:
a. the provisions of any standard, specification,
manual, code, or instnlction (whether or not specifi-
cally incorporated by reference in the Contract
Documents); or
b. the provisions of any Laws or Regulations
applicable to the performance of the Work (unless
such an interpretation of the provisions of the
Contract Documents would result in violation of such
Law or Regulation).
3.04 Amending and Supplemenling Contract Documents
" 'A. The Contract Documents may be amended 10 provl~
for additions, deletions, and revisions in the Work or to
modify the terms and conditions thereof in one or more of the
following ways: (i) a Written Amendment; (Ii) a Change
Order; or (Hi) a Work Change Directive.
B. The requirements of the Contract Documents may be
supplemented, and minor variations and deviations in the
Work may be authorized, by one or more of the following
ways: (i) a Field Order; (il) ENGINEER's approval of a
Shop Drawing or Sample; or (iii) ENGINEER's wrinen
interpretation or clarification.
3.05 Reuse of Documents
A. CONTRACTOR and any Subcontractor or Supplier
or other individual or entity performing or furnishing any of
the Work under a direct or indirect contract with OWNER:
(i) shall not have or acquire any title to or ownership rights
in any of the Drawings, Specifications, or othe~ documents
(or copies of any thereof) prepared by or bearing the seal of
ENGINEER or ENGINEER's Consultani; including
electronic media editions; and (Ii) shall not reuse any of such
Drawings, Specifications, other documents, or copies thereof
on extensions of the Project or any other project without
written consent of OWNER and ENGINEER and specific
written verification or adaption by ENGINEER. This
prohibition will survive fmal payment, completion, and
acceptance of the Work, or termination or completion of the
Contracl. Nothing herein shan preclude CONTRACTOR
from retaining copics of the Contract Documents for record
purposes.
ARTICLE 4 - AVAILABILITY OF LANDS;
SUBSURFACE AND PHYSICAL CONDITIONS;
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4.01
Availability of Lands
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A. OWNER shall furnish the @; , bwm sh31J notify
CONTRACTOR of any encumbr~es or riitrictions not of
general application but specifically related3S use of the Site
with which CONTRACTOR must comply in perfoniling the
Work. OWNER will obtain in a timely manni:i- and pay for
eascmcots for permanent stnlctures or permanent changes in
existing facilities. If CONTRACTOR and OWNER are
unable to agrcc on entitlement to or on the amount or extent,
if any, of any adjustment in the Contract Price or Contract
Times, or both, as a result of any delay in OWNER's
furnishing the Site, CONTRACTOR may make a Claim
therefor as provided in paragraph 10.05.
00700 - 11
B. Upon reasonable written request, OWNER shaIl
furnish CONTRACTOR with a current statement of record
legal title and legal description of the lands upon which the
Work is to be performed and OWNER's interest therein as
necessaJ)' for giving notice of or ming a mechanic's or
construction lien against such lands in accordance with
applicable Laws and Regulations.
C. CONTRACTOR shall provide for all additional lands
and aeeess thereto that may be required for temporaJ)'
construction facUities or storage of materials and equipment.
4.02 Subsulface and Physical Conditions
A. Reports and Drawings:
Conditions i'!entify:
The Supplementuy
I. those reports of explorations and tests of
subsurface conditions at or contiguous to the Site that
ENGINEER has used in preparing the Contract Docu-
ments; and
2. those drawings of physical conditions in or
relating to existing surface or subsurface structures at or
contiguoUs to the Site (except Underground FacUities) that
ENGINEER has used in preparing the Contract
Documents.
B. Limited Reliance by CONTRACTOR on Technical
DO/a Authorized: CONTRACTOR may rely upon the
general accuracy of the "technical data" coctained in such
reports and drawings, but such reports and drawings are not
Contract Documents. Such "technical data" is identified in
the SupplementaJ)' Conditions. Except for such reliance on
such "technical data, " CONTRACTOR may not rely upon or
make any Claim against OWNER. ENGINEER, or any of
ENGINE~'s Consultants with respect to:
,
"~' I. -:-the ~ompleteness of such reports and drawings
for. CONTRACTOR's purposes, including, but not
limited ,tp; :any aspects of the means, methods,
tecb;pi~, sc:quences, and procedures of construction to
be empl~ by CONTRACTOR. and safety precautions
arid pro~ inci~t thereto; or
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2. other c~ta. interpretations, OplJ1lons, and
information contained in such reports or shown or
indicated in such drawings; or
3. any CONTRACTOR interpretation of or
concl.usion drawn from ant "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsulface or Physical Conditions
A. Notice: If CONTRACTOR believes thatanysubsur-
face or physical condition at or contiguous to the Site that is
uncovered or revealed either:
I, is of such a nature as to establish that any
"technical data" on which CONTRACTOR Is entitled to
rely as provided in' paragraph 4.02 Is" materially
inaccurate; or
2. is of such a nature as to require a change in the
Contract Documents; or
3. differs materially from that shown or indicated in
the Contract Documents; or
4. is of an unusual nature, and differs materially
from conditions ordinarily encountered and generally
recognized as Inherent in work of the character provided
for in the Contract Documents;
then CONTRACTOR shall, promptly after becoming aware
thereof and before further disturbing the subsurface or
physical conditions or performing any Work in connection
therewith (except in an emergency as required by paragraph
6. I 6.A), notify OWNER and ENGINEER in writing about
scelt condition. CONTRACTOR shall not further disturb
S"'""':1 condition or perform any Work in connection therewith
(... ccpt as aforesaid) until receipt of ".titlen order to do S::>.
B. . ENGINEER 's Review: . After receipt of written notice
as required by paragraph 4.03.A, ENGINEER will promptly
review the pertinent condition, determine the necessity of
OWNER's obtaining additional exploration or tests with
respect thereto, and advise OWNER in writing (with a copy
to CONTRACTOR) of ENGINEER's rmdings and
conclusions.
C. Possible Price and Times Adjustments
I. The Contract Price or the Contract Times, or
~~th, will be equitably adjusted to the extent that the
existence of such differing subsurface or physical
condition causes an Increase or decrease in
CONTRACTOR's cost of, or time required for, perfor-
mance of the Work; subject, however, to the following:
a. such condition must meet any one or more of
the categories described in paragraph 4.03.A; and
b. with respect to Work that is paid for on a
Unit Price Basis, any adjustment in Contract Price
will be subject to the provisions of paragraphs 9.08
and 11.03.
00700 - 12
2. CONTRACTOR shall not be entitled to any
adjusunent in !be Contract Price or Contract Times if:
a. CONTRACTOR Jcnew of the existence of
such conditions at the time CONTRACTOR made a
'final commitment to OWNER in respect of Contract
;:' Price and Contract Times by the submission of a Bid
'~".or becoming bound under a negotiated contract; or
~I].!'
--li,:. b. the existence of such condition could
"( 'reasonably have been discovered or revealed as a
. .;'result of any enmination. investigation. exploration.
. test. or study of the Site and contiguous areas
. required by the Bidding Requirements or Contract
Documents to be conducted by or for CON-
. TRACTOR prior to CONTRACTOR's making such
fmal cQmmitment; or
c. CONTRACTOR failed to give the written
notice within the time and as required by paragraph
4.03.A.
3. If OWNER and CONTRACTOR are unable to
agree on entitlement to or on the amount or extent, if any,
of any adjustment in the Contract Price or Contract
Times, or both. a Claim may be made therefor as
provided in paragraph 10.OS. However, OWNER,
ENGINEER, and ENGINEER's Consultants shall not be
. liable to CONTRACTOR for any claims, costs, losses, or
damages (includlng but not limited 10 all fees and charges
of engineers. architects, attorneys. and other professionals
and all court or arbitration or other dispute resolution
costs) sustained by CONTRACTOR on or in connection
i1ith any other project or anticipated project.
.-
4.04' Underground FaciUnes
A. Shown or Indicared: The information and data shown
or indicated in the Contract Documents with respect to
existing Underground Facilities at or contiguous to the Site
is based on information and data furnished to OWNER or
ENGINEER by the owners of such Underground Facilities,
including OWNER, or by others. Unless it is otherwise
expressly provided in the Supplementary Conditions:
1. OWNER and ENGINEER shall not be
responsible for the accuracy or completeness of any such
information or data; and
2. the cost of all of the following will be included in
the Contract Price, and CONTRACTOR shall have full
responsibility for:
a. reviewing and checking all such information
and data,
b. locating all Underground Facilities shown or
indicated in the Contract Documents.
"C. coOrdination of the Work with me owDera of :
such Underground Facilities, including OWNER,
during construction, and
d. the safety and protection of all such Under-
ground Facilities and repairing any damage therelO'
resulting from the Work. """)
l.O
C1
B. Not Shown or Indicated
:-::-
::;'~J
r-.)' .,-'
1. If an Underground Facilifi' is \1DCOverccfcor
revealed at or contiguous 10 the Site ~jUc:h wasJlOt Shown
or indicated. or not shown or indic~ witln'easdIWlle
accuracy in the Contract Documen!f; .tO~CTOR
shall, promptly after becoming aW8IJ"jbereo~d before
further disturbing conditions affected thereby or
performing any Work in connection therewith (~xcept in
an emergency as required by paragraph 6.16.A); identify
the owner of such Underground Facility and givewrltten
notice to that owner and to OWNER and ENGiNEER.
ENGINEER will promptly review the Und~ground
Facility and determine the extent, if any, 10 which a
change is required in the Contract Documents to reflect
and document the consequences of the existence or
location of the Underground Facility. During such time,
CONTRACTOR shall be responsible for the safety and
protection of such Underground Facility.
2. If ENGINEER concludes that. a change in the
Contract Documents is required. a Work Change
Directive or a Change Order will be issued to reflect and
document such consequences. An equitable adjustment
shall be made in the ContraCt Price of Contract Times, or
both. to. the extent that they are attributable to the
existence or location of any Underground Facility that
was not shown or indicated or not shown or indicated
with reasonable accuracy in the Contract Documents and
that CONTRACTOR did not know of and could not
reasonably have been expected to be aware of or to have
anticipated. If OWNER and CONTRACTOR are unable
to agree on entitlement to or on the amount or extent, if
any, of any such adjustment in Contract Price or Contract
Times, OWNER or CONTRACTOR may make a Claim
therefor as provided in paragraph 10.05. ....
.....
4.05 Reference Poinls
.."..
A. OWNER shall provide engineering surveys to
establish reference points for construction which. in
ENGINEER's judgment are necessary to enable CON-
TRACTOR to proceed with the Work. CONTRACTOR
shall be responsible for laying out the Work. shall protect and
preserve the established reference points and property
00700 - 13
monuments, and shall make no changes or relocations
without the prior wrlllen appvval of OWNER.
CONTRACTOR shall repon to ENGINEER whenever any
reference point or property monument is lost or destroyed or
requires relocation because of necessary changes in grades or
locations, and shO..lI be responsible for the accurate
replacement or relocation of such reference points or
property monuments by professionally qualified personnel.
4.06 .Hazardous Environmental Condition al Site
A. Repons and Drawings: Reference is made to the
Supplementary Conditions for the identification of those
reports and drawings relating to a Hazardous Environmental
Condition identified at the Site, if any, that have been utilized
by the ENGINEER in the preparation of the Contract
Documents. _
B. Limited Reliance by CONTRACTOR on Technical
Dala Authorized: CONTRACTOR may rely upon the
general accuracy of the "tccbnical data" contained in such
reports and drawings, but such reports and drawings are not
Contract Documents. Such "technical data" is identified in
the Supplementary Conditions. Except for sucb reliance on
such "lccbnical data," CONTRACTOR may DOl rely upon or
make any Claim against OWNER, ENGINEER or any of
ENGINEER's Consultants with respect to:
,~
1. thli'tomplC;lCDess of such reports and drawings
for CON'tRAC~'s purposes, including, but not
limited to;:: any: -aSpects of the means, methods,
tecbniquet,'"Sequcnees and procedures of construction to
be employed by. C~CTOR and safety precautions
and progr~jjj. inclgcnt thereto; or
2. o~r d& interpretations, opinions and
informatiClli' contained in such reports or shown or
indicated in such drawings; or
3. any CONTRACTOR interpretation of or
conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. CONTRACTOR shall not be responsible for any
Hazardous Environmental Condition uncovere: or revealed
at the Site which was not shown or indicated it. ;)rawings or
Specifications or identified in the Contract Doc=ents 10 be
within the scope of the Work. CONTRACTOR shall be
responsible for a Hazardous Environmental Condition created
with any materials brought to the Site by CONTRACTOR,
Subcontractors, Suppliers, or anyone else for whom CON-
TRACTOR is responsible.
D. If CONTRACTOR encounters a Hazardous
Environmental Condition or if CONTRACTOR or anyone for
whom CONTRACTOR is responsible creates a Hazardous
Environmental Condition, CONTRACYOR shall immedi.
ately: (i) secure or otherwise isolate suc:, ',' l.iition; (ii) stop
all Work in connection with such conditioI'. and in any area
affected thereby (except in an emergency lis rec:jiilrCil by-
paragraph 6.16); and (Iii) notify OWNER and ENGINEER
(and promptly thereafter confum such notice in writing).
OWNER sba1I promptly consult with ENGINEER concerning
the necessity for OWNER to retain a quaIified expert to
evaluate such ,condition.or take corrective action, if any.
E. CONTRACTOR shall not be required to resume
Work in connection with such condition or in any affected
area until after OWNER has obtained any required permits
related thereto and delivered to CONTRACTOR wrlllCn
notice: (i) specifying that such condition and any affected
area is or bas been rendered safe for the resumption of Work;
or (ii) specifying any special conditions under which such
Work may be resumed safely. If OWNER and
CONTRACTOR cannot agree as to entitlement to or on the
amount or emnt, if any, of any adjustment in Con~ Price
or Contract Times, or both, as a result of such Work stop-
page or such special conditions under which Work is agreed
to be resumed by CONTRACTOR, either party may make a
Claim therefor as provided in paragrapn j\}.05.
F. If after receipt of such wrIl1en notice
CONTRACTOR docs not agree to resume such Work based
on a reasonable belief it is unsafe, or docs not agree to
resume such Work under such special conditions, then
OWNER may order the ponion of the Work that is in the
area affected by such condition 10 be deleted from the Work.
If OWNER and CONTRACTOR cannot agree as to
entitlement to or on _ the amoUnt or extent, if any, of an
adjustment in Contract Price or Contract Times as a result of
deleting such ponion of the Work, then either party may
make a Claim therefor as provided in paragraph 10.05.
OWNER may have such deleted ponion of the Work
performed by OWNER's own forces or others in accordance
with Article 7.
G. To the fullest extent permitted by Laws and
Regulations, OWNER shall indemnify and hold harmless
CONTRACTOR, Subcontractors, ENGINEER,
ENGINEER's ConsullaDlS and the officers, disectors,
pa:".:lers, employees, agents, other consultants, and
suO::ontractors of each and any of them from and against all
claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and
other professionals and all coun or arbitration or other
dispute resolution costs) arising out of or relating to a
Hazardous Environmental Condition, provided that' such
Hazardous Environmental Condition: (i) was not shown or
indicated in the Drawings or Specifications or identified in
the Contract Documents to be included within the scope of
the Work, and (ii) was not created by CONTRACTOR or by
anyone for whom CONTRACTOR is responsible. Nothing
00700. 14
in this paragraph 4.06.E sha1l obligate OWNER to indemnify
any Individual or entity from and against the conscqw:lICes of
that individual's or entity's own negligence.
H, To the fullest exient permitted by Laws and
Regulations, CONTRACTOR shall indemnify and hold
harm1ess OWNER, ENGINEER, ENGINEER's Consultants,
and the officers, directors, parmers, employees, agents, other
co~fiinlif-and subcontractors of each and any of them from
and 'aialDn'all claims, costs, losses, and damages (including
buenol iiinited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) arising out of or
relating to a Hazardous Environmental Condition created by
CONTRACTOR or by anyone for whom CONTRACTOR is
responsible. Nothing in this paragraph 4.06.F shall obligate
CONTRActOR to indemnify any individual or entity from
and against the consequences of that individual's or entity's
own negligence.
I. The provisions of paragraphs 4.02, 4.03, and 4.04
are not intended to apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
ARTICLE 5 - BONDS AND INSURANCE
5.01 perfomwnce, Payment, and Other Bonds
A. CONTRACTOR shall furnish performance and
paY1I!.ent Bonds, each in an amount at least equal to the
Contract Price as security for the faithful performance and
paymedF6f all CONTRACTOR's obligations under the
Contract Documents. These Bonds shall remain in effect at
least until one year aficr the date when fmal payment
becomes due, except as provided otherwise by Laws or
Regulations or by the Contract Documents. CONTRACTOR
shall also furnish such other Bonds as arc required by the
Contract Documents.
B. All Bonds shall be in the form prescribed by the
Contract Documents except as provided otherwise by Laws
or Regulations, and shall be executed by such sureties as arc
named in the current list of .Companies Holding Certificates
of Authority as Acceptable Sureties on Federal Bonds and as
Acceptable Reinsuring Companies. as published in Circular
570 (amended) by the Financial Management Service, Surety
Bond Branch, U.S. Department of the Treasury. All Bonds
signed by an agent must be accompanied by a certified copy
of such agent's authority to act.
C. If the surety on any Bond furnished by CON-
TRACTOR is declared bankrupt or becomes insolvent or its
right to do business is terminated in any state where any part
of the Project is located or it ceases to meet the requirements
of paragraph 5.01.B, CONTRACTOR shall within 20 days
thereaficr substitute another Bond and surety. both of which
shall comply with the requirements of paragraphs 5.0I.B and
5.02. -' .: === .
5.02 Licensed Sureties and Insurers
A. All Bonds and insurance required by the Contract
Documents to be purchased and maintained by OWNER or
CONTRACTOR shall be obtained from surety or insurance
companies that arc duly licensed or authorized in the
jurisdiction in which the Project is located to issue Bonds or
insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such
additional reqUirements and qualifications as rnsy be provided
in the Supplementary Conditions.
5.03 Certificates of Insurance
A. CONTRACTOR shall deliver to OWNER, with
copies to each additional insured identified in t1ie Supple-
mentary Conditions, certificates of insurance (and other
evidence of insurance requested by OWNER or . any other
additional insured) which CONTRACTOR is r'Cijuiied to
purchase and maintain. OWNER shall cieliver to
CONTRACTOR, with copies to each additional insured
identified in the Supplementary Collditlo~certificates of
insurance (and other evidence of:Ips~ reqp~ted by
CONTRACTOR or any other ai!aillqnal::msured)' which
OWNER is required to purchase ~dmain@P. ..c.
--I
5.04 CONTRACTOR's Liabiliry:f.suran~
c]"
A. CONTRACTOR shall p~ase "'jl!,maintain such
liability and other insurance as is appropriaa for the Work
being performed and as will provide protection from claims
set forth below which may arise out of or result from
CONTRACTOR's performance of the Work and
CONTRACTOR's other obligations under the Contract
Documents, whether it is to be performed by
. CONTRACTOR, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to
perform any of the Work, or by anyone for whose acts any
of them may be liable:
1. claims under workers' compensation, disability
benefits, and other similar employee benefit a:.~~.
2. claims for damages because of bodi1y'injury,
occupational sickness or disease, or death of
CONTRACTOR's employees;
3. claims for damages because of bodily injury, .
sickness or disease, or death of any person other than
CONTRACTOR's employees;
00700 - 15
4. claims for damages insured by reasonably
available personal injury liability coverage which are sus-
tained: (i) by any person as a resull of an offenSe directly
or indirectly relaled 10 the employmenl of such person by
CONTRACTOR, or (ii) by any other person for any
other reason;
5. claims for damages, other Ihan 10 the Work
itself, because of injury 10 or destruction of tangible
PfOP.Crty wherever locaICd, including loss of use resulling
therefrom: and
6. claims for damages because of bodily injury or
death of any person or property damage arising oul of the
ownership, mainlenance or use of any mOlor vehicle.
B. The policies of insurance so required by this
paragraph 5.04 10 be purchased and maintained shall:
I. with respcctlO insurance required by paragraphs
5.04.A.3 through 5.04.A.6 inclusive, include as
additional insureds (subject 10 any customary exclusion in
respect of professional liability) OWNER, ENGINEER,
ENGINEER's Consultants, and any other individuals or
entities identified in the Supplementary Condilions, all of
whom shall be listed as additional insureds, and include
coverage for the respeclive officers, directors, partners,
en:ployees, agents, and other consultants and
subcontr4.G1Prs of .~ch and any of all such additional
insureds, -and the c1risurance afforded to these additional
insureds .sball pt'oiilde primary coverage for all claims
covered tbCreby:' ',C
,~"J ..---
2. mude 'lli '1easl the specific coverages and be
written f<!t'notlesStban the limits of liability provided in
the SupplcinenW&JConditions or required by Laws or
Regulati~, whicnever is greater;
3. include completed operations insurance;
4. include cC'ntractual liability insurance covering
CONTRACTOR's indemnity obligations cnder para-
graphs 6.07, 6.11, and 6.20;
5. contain a provision or endorsement that the
coverage afforded will not be canceled, materially
changed or renewal refused until alleast thirty days prior
written notice has been given to OWNER and
CONTRACTOR and to each other additional insured
identified in the Supplementary Conditions to whom a
certificate of insurance has been issued (and the
cenificates of insurance furnished by the CONTRACTOR
pursuanllo paragraph 5.03 will so provide);
6. remain in effecl alleasl unlil final payment and
al all times thereafter when CONTRACTOR may be
correcling, removing, or replacing defective Work in
accordance with paragraph 13.07; and
7.' with respecllo completcd operationSwutance, .
and any insurance coverage written on a claims-made
basis, remain in effecl for at least two years after fmaJ
payment (and CONTRACTOR shall furnish OWNER and
each other addilional insured identified in the Supple-
mentary. Conditions, to whom a cenificate of insurance
. has been issued, evidence satisfactory to OWNER and
any such additional insured of continuation of such
insurance at fmal payment and one year thereafter).
5.05 OWNER's Liability Insurance
A. In addition to the insurance required to be provided
by CONTRACTOR under paragraph 5.04, OWNER, al
OWNER's option, may purchase and maintain al OWNER's
expense OWNER's own liability insurance as will protecl
OWNER against claims which may arise from operations
under the Contract Documents. '.
5.06 Propeny Insurance
A. Unless otherwise provided in the Supplementary
Conditions, OWNER shall purchase and maintain property
insurance upon the Work al the Site in the amounl of the full
replacement cort thereof (subject to such deductible amounts
as may be provided in the Supplementary Conditions or
required by Laws and Regulations). This insurance shall:
1. include the interests of OWNER, CONTRAC-
TOR, Subcontractors, ENGINEER, ENGINEER's
Consultants, and any other individuals or entities identi-
fied in the Supplementary Conditions, and the officers,
directors, partners, employees, agents, and other
consultants and subcontractors of each and any of them,
each of whom is deemed to have an insurable interest and
shall be listed as an additional insured;
2. be written on a Builder's Risk "all-risk" or open
peril or special causes of loss policy form that shall at
least include insurance for physica1loss or damage 10 the
Work, temporary buildings, false work, and materials and
equipmenl in transil, and shall insure againsl alleast the
following perils or causes of loss: fire, lightning,
extended coverage, theft, vandalism and malicious
mischief, earthquake, collapse, debris removal,
demolition occasioned by enforcement of Laws and
Regulations, water damage, and such other perils or
causes of loss as may be specifically required by the
Supplementary Conditions;
3. include expenses incurred in the repair or
replacement of any insured property (including but nOI
Iimiled 10 fees and charges of engineers and architects):
00700 - 16
4. cover materials and equipment stored at the Site
or at another location that was agr.ed to in writing by
OWNER prior to being incorporated in the Work,
provided that such materials and equipment have been
included in an Application for Payment recommended by
ENGINEER; .
~":...5.. allow for partial utilization of the Work by
'GWNER;
".1.:.";i.~:~
6. include testing and startUp; and
7. be maintained in effect until fmal. payment is
made unless otherwise agreed to in writing by OWNER.
CONTRACTOR, and ENGINEER with 30 days wrillCn
notice to each other additional insured to whom a certifi-
cate of insurance has been Issued.
B. OWNER shaJl purchase and maintain such boiler and
m.ohinery insurance or additional property insurance as may
be required by the Supplementary Conditions or Laws and
Regulations which will include the interests of OWNER,
CONTRACTOR, Subcontractors, ENGINEER,
ENGINEER's Consultants, and any other individuals or
entities identified in the Supplementary Conditions, each of
whom is deemed to have an insurable interest and shall be
listed as an insured or additional insured.
C. .. All the policies of insurance (and the certificates or
other evidence thereof) required to be purchased and
m.intained in accordance with paragraph 5.06 will contain a
provision or endorsement that the coverage afforded will not
be ~ or materially changed or renewal refused until at
1~30 'days prior wrillCn notice has been given to OWNER
and CONTRACTOR and to each other additional insured to
whom a certificate of insurance has been Issued and will
contain waiver provisions in accordance with paragraph 5.07.
D. OWNER shaJl not be responsible for purchasing and
maintaining any property insurance specified in this
paragraph 5.06 to protect the interests of CONTRACTOR,
SubcontractorS, or others in the Work to the extent of any
deductible amounts that are identified in the Supplementary
Conditions. The risk of loss within such identified deducU'ble
amount will be borne by CONTRACTOR, Subcontractors,
or others suffering any such loss, and if any of them wishes
property insurance coverage within the limits of such
amounts, each may purchase and maintain it at the
purchaser's own expense.
E. If CONTRACTOR requests in writing that other
special insurance be included in the property insurance
policies provided under paragraph 5.06, OWNER shall, If
possible, include such insurance, and the cost thereof will be
charged to CONTRACTOR by appropriate Change Order or
Written Amendment. Prior to commencement of the Work
\.,.c:":1
"-:".'
at !he Site, OWNER shall in writing ~j$~_COtfiRACTOR
whe!her or not such other insurance Jl!5:bee~Cd by
OWNER. . " "~~~-: -
-" -(j.}----'~- -
-{':--
5.07 Waiver of Rig his ::::...., ~
L'
A. OWNER and CONTRAcroR;tfitend that all pOlicies
purchased in accordance wl!h paragiiph 5.06ill protect
OWNER, CONTRACTOR, Subcontractors, ENGINEER,
ENGINEER's Consultants, and all other individuals or
entities Identified in !he Supplementary Conditions to be
listed as insureds or additional insureds (and the officen,
directors, partners, employees, agents, and o!her consultants
and subcontraCtors of each and any of !hem) in such policies
and will provide primary coverage for all losses and damages
caused by !he perils or causes of loss covered !hereby. All
such policies sha11 contain provisions to the effect that in the
event of payment of any loss or damage the insurers will
have no rights of recovery against any of the insureds or
additional insureds !hereunder. OWNER and CONTRAC-
TOR waive all rights against each other and !heir respective
officers, directors, partners, employees, agents, and o!her
consultants and subcontractors of each and any of them for
all losses and damages caused by, arising out of or resulting
from any of !he perils or causes of loss covered by such
policies and any other property insurance applicable to !he
Work; and, in addition, waive all such rights against
Subcontractors, ENGINEER, ENGINEER's Consultants, and
all o!her individuals or entities Identified in !he Supplemen-
tary Conditions to be listed as insureds or additional insureds
(and the officers, directors, partners, employees, agents, and
other consultants and subcontractors of each and any of them)
under such policies for losses and damages so caused. None
of !he above waivers shall extend to the rights !hat any party
making such waiver may have to the proceeds of insurance
held by OWNER as trUStee or o!herwlse payable under any
policy so Issued.
B. OWNER waives all rights against CONTRACTOR,
. Subcontractors. ENGINEER, ENGINEER's Consultants, and
the officers, directors, partners, employees, agents, and o!her
consultants and subcontractors of each and any of !hem for:
I. loss due to business interruption, loss of use, or
other conscquentia1loss extending beyond direct physical
loss or damage to OWNER's propertY. or !he Work
caused by, arising out of, or resulting from fire or o!her
peril whe!her or not insured by OWNER~an(' ...
2. loss or damage to !he completed Project or part
!hereof caused by, arising out of, or resulting from fire or
olber insured peril or cause of loss covered by any
property insurance maintained on !he completed Project
or pUt !hereof by OWNER during partial utilizatiOD
pursuant to paragraph 14.05, after SubstantiaJ Completion
00700 - 17
pursuant to paragraph 14.04, or after fmal payment
pursuant to paragraph 14.07.
C. Any insuraDce policy maintained by OWNER cover-
ing any loss, damage or consequential loss referred to in
paragraph S.01.B sbaI1.contain provisions to the effectlhat in
the event of paymcut of any such loss, damage, or
consequential loss, the Insurers will have no rights of
recovery against CONTRACTOR, Subcontractors, ,
ENGINEER, or ENGINEER's Consultants and the officers,
dfrectors, partners, employees, agents, and other consultants
and subconrractors of each and any of them.
5.08 Receipt and AppUcaJion o/Insuranu Proceeds
A. Any ~urcd loss under the policies of Insurance
required by paragraph 5.06 will be adjusted with OWNER
and made payable to OWNER as fiduciary for the insureds,
as their interests may appear, subject to the requirements of
any applicable mongage clause and of paragraph S.08.B.
OWNER shall deposit in a separate account any money so
received and shall distribute it in accordance with such agree-
ment as the pardes in interest may reach. If no other special
agreement is reached, the damaged Work shall be repaired or
replaced, the moneys so received applied on account thereof,
and the Work and the cost thereof covered by an appropriate
Change Order or Written Amendmelll.
B. OWNER as fiduciary sbaI1 have power to adjust and
settle any loss with the insurers unless one of the parties in
interest, shall object in writing within IS days after the
occurrence ofloss to OWNER's exercise of this power. If
such objection be made, OWNER as fiduciary shall make'
settlement. with the insurers in accordance with such
agreemen~ as the p~es in interest may reach. If no such
agreement among ~'jJarties in interest is reached, OWNER
as fiduciari~haIl aclj'iist and settle the loss with the insurers
and, if required inWpting by any party in interest, OWNER
as fiduciarY Shall give:, bond for the proper performance of
such duties. (e,,'
5.09 Accept~ce of::Bonds and Insurance; Option to
Replace '.,
A. If either OWNER or CONTRACTOR has any
objection to the coverage afforded by or other provisions of
the Bonds or insurance required to be purchased and
maintained by the other party in accordance with Article 5 on
the basis of non-conformance with the Contract DocumClllS,
the objecting party sbaI1 so notify the other party in writing
within 10 days after receipt of the certificates (or other
evidence requested) required by paragraph 2.OS.C. OWNER
and CONTRACTOR shall each provide to the other such
additional information in respect of insurance provided as the
other may reasonably request. If either party docs not
purchase or maintain all of the Bonds and insurance required
00700 - 18
of such party by the Contract Documents, such party shall
notilY the other party in writing of such fallure to purchase
prior to the start of the Work, or of such fallure to' maintain' "
prior to any change in the required coverage. Without
prejudice to any other right or remedy, the other party may
elect to obtain equivalent Bonds or insurance to protect such
other party's interests at the expense of the party who was
required to provide such coverage, and a Change Order shall
be issued to adjust the Contract Price accordingly. '
5.10 Partial UtilizaJion. Adatowledgment 01 Propmy
Insurer
A. If OWNER finds it necessary to occupy or use a
ponlon or portions of the' Work prior to Substantial
Completion of all the Work as provided in paragraph 14.05,
no such use or occupancy shall COIllIDCllCC before the insurers
providing the property insurance pursuant to paragraph 5.06
have acknowledged notice thereof and in writing effected any
changes in coverage necessitated thereby. The' 'insurers
providing the property insurance shall consent by endorse-
ment on the policy or policies, but the property insurance
shall not be canceled or permitted to lapse on account of any
such partial use or occupancy.
ARTICLE 6 - CONTRACTOR'S RESPONSffiIUTlES
6.01 Supervision and Superintendence
A. CONTRACTOR shall supervise, inspect, and direct
the Work competently and efficiently, devoting such attelllion
thereto and applying such skills and expertise as may be
necessary to perform the Work in accordance with the
Contract Documents. CONTRACTOR sbaI1 be solely
responsible for the means, methods, techniques, sequences,
and procedures of construction, but CONTRACTOR shall
not be responsible for the negligence of OWNER or
ENGINEER in die design or specification of a specific
means, method, technique, sequence, or procedure of
construction wblch is shown or indicated in and expressly
required by the Contract DocumCIllS. CONTRACTOR sbaI1
be responsible to see that the completed Work complies
accurately with the Contract Documents.
B. At all times during the progress of the Work,
CONTRACTOR shall assign a competent resident superin-
tendent thereto who shall not be replaced without written
notice to OWNER and ENGINEER except under
extraordinsry circumstances. The superintendent will be
CONTRACTOR's representative at the Site and sbaI1 have
authority to act on behalf of CONTRACTOR. ,All
communications given to or received from the superintendent
sbaI1 be binding on CONTRACTOR.
.
6.02, Lobor: Working Hours
A. CONTRACTOR shall provide comi>etenl, suitably
qualified personnel 10 survey, layout, and construct the
Worle as required by the Contracl Documents. CON-
TRACTOR shall al all times maintain good discipline and
order, al the Sile.
i~
~ Except as otherwise required for the safety or
protection of persons or the Work or property at the Site or
adjacent thereto, and except as otherwise slated In the
Contract Documents, all Worle at the Site shall be performed
during regular worlclng hours, and CONTRACTOR will not
permit overtime work or the performance of Work on
Saturday, Sunday. or any legal holiday without OWNER's
written consent (which will not be unreasonably withheld)
given after prior Written notice to ENGINEER.
6.03 S~rvic~s. MaI~ria1s. and Equipment
A. Unless otherwise specified In the General Re-
quirements, CONTRACTOR shall provide and assume full
responsibility for all services, materials, equipment, labor,
tranSpOrtation, construction equipment and machinery, tools,
appliances, fuel, power, light, heat, telephone, water,
sanitary facilities, temporary facilities, and all other facilities
and incidentals necessary for the performance, testing,
start-up, and completion of the Work.
B. All materials and equipment incorporated into the
Work shall be as specified or. If not specified, shall be of
g~~ty and new, except as otherwise provided In the
CoJ1!iaCl Documents. All warranties and guarantees
s~ifica1ly called for by the Specifications shall expressly
run to the benefit of OWNER. If required by ENGINEER,
CONTRACTOR shall furnish satisfactory evidence
(including reports of required tests) as to the source, kind,
and quality of materials and equipment. All materials and
equipment shall be stored, applied, Installed, connected,
erected, protected. used, cleaned, and conditioned in
accordance wI~ instrUctions of the applicable Supplier,
except as otherwise may be provided in the Contract Docu-
ments.
6.04 Progr~ss Schedul~
A. CONTRACTOR shall adhere to the progress schedule
established In accordance with paragraph 2.07 as II may be
adjusted from time to time as provided below.
1. CONTRACTOR shall submit to ENGINEER for
acceptance (to the extent indicated in paragraph 2.07)
proposed adjustments In the progress schedule that will
nOl result in changing the Contract TIlDes (or Milestones).
Such adjustments will conform generally to the progress
schedule then in effect and additiona11y will comply with
any provisions of the General Requirements applicable
therelo.
- -------
2.' Proposed adjustments in the progressschedule"
that will change the Contract Times (or Milestones) shall
be submitted in accordance with the requirements of
Article 12. Such adjustments ~,on1y ~ade by a
Change Order or Written Amcn~ilS ~with
Article 12. ,- ;:, ; ." -"
c .~ '
_._ LV
---'~
6.0S Substitut~s and .Or-Equals. :<.. <J
:;;::
A. Whenever an item of mat@" or equipIltellt is
specified or descn'bed in the Contracl-i>ocumeD.ts by using
the name of a proprietary item or the name o""'a particular
Supplier, the specification or description is intended to
establish the type. function, appearance, and quality required.
Unless the specification or description contains or is followed
by words reading that no like, equivalent, or .or-equalw item
or no substitution is permitted, other items of material or
equipment or material or equipment of other Supplien may
be submitted to ENGINEER for review under the circum-
stances described below. ,'~
1. "Or-Equal" It~ms: If in ENGINEER's sole
discretion an item of material or equipment proposed by
CONTRACTOR is functiona11y equal to that named and
sufficiently similar so that no change in related Work will
be required, it may be considered by ENGINEER as an
woHqualw item, in which case review and approval of
the proposed item may, in ENGINEER's sole discretion,
be accomplished without compliance with some or all of
the requirements for approval of proposed substitute
items. For the purposes of this paragraph 6.0S.A.l, a
proposed item of material or equipment will be
considered functionally equal to an item so named if:
a. in the exercise of reasonable judgment
ENGINEER determines that: (i) it is at least equal in
quality, durability. appearance, strength, and design
characteristics; (ii) it will reliably perform at least
equa11y well the function Imposed by the design
concept of the completed Project as a functioning
whole, and;
b. CONTRACTOR certifies that: (i) there is no
increase in cost to the OWNER; and (Ii) .it will
conform substantially. even with deviationS: to the
detailed requirements of the item named"In the
Contract Documents.
2. Substilul~ It~ms
a. If in ENGINEER's sole discretion an item of
material or equipment proposed by CONTRACTOR
does not qualify' as an "or-equalw item under
00700. 19
parkgraph 6.0S.A, I, it will be cot.: idcred a ; roposed
substitute item.
b. CONTRACTOR shaJl submit sufficicnt
information as provided below to allow ENGINEER
to determine that the item of material or equipmcnt
proposed is esscntlally equivalcnt 10 that named and
an acceptable. substitute thcrefor. Requests . for
revicw of proposed substitute itcms of material or.
Cquipment will not be accepted by ENGINEER from
anyone othcr than CONTRACTOR.
c. The procedure for review by ENGINEER
will be as set fonb in paragraph 6.0S.A.2.d, as
supplemented in the General Requircmcnts and as
ENG~EER may decide is appropriate under the
circumstances.
d. CONTRACTOR sbaJ\ fust make written
application 10 ENGINEER for review of a proposed
substitute item of matcr1a1 or equipmcnt that
CONTRACTOR seeks to furnish or use. The
application sbaJI certify that the proposed substitutc
item will perform adequately the functions and
achieve the results called for by the gencral design,
be similar in substance 10 that specified, and be suited
to the same use as that specified. The application
will state the extent, if any, to which the use of the
proposed sybstitute item will prejudice
CONmACTeR's achievemcnt of Substantial
COmPletion..<lii' time, whether or not use of the
proposed substitute item in the Work will require a
cbange"in any of the Contract Documcnts (or in the
pro~~ of ani other direct contract with OWNER
. for wpl'k onth&: Project) to adapt thc dcsign to the
, proposcd sub~te item and whethcr or not
incoqioMtion llf-use of the proposed substitute item
in conil&:tion with the Work issubjcctto paymcnt of
any license fee or royalty. An variations of the pro-
posed substitule item from that spe:ified will be
idcn:i5ed in the application, and available
engineering, sales, maintenance. repair, and
rcplacement services will be indicated. The
application will also contain an itcmized estimate of
all costs or credits that will result directly or indi-
rectly from use of such substitutc itcm, including
costs of redesign and claims of othcr contractors
affected by any resulting change, all of which will be
considered by ENGINEER in cvaluating the proposed
substitute item. ENGINEER may require CON-
TRACTOR to furnish additional data about the pro.
posed substitute item.
B. SubstizuJe Consrruction Methods or Procedures: If a
specific means, method, technique, sequcnce, or procedure
of construction is shown or indicated in and expressly
00700 - 20
required by the Contract Documents, CONTRACTOR may
furnish or utilize a substitute means, method, technique,
sequence, or procedure of construction approveifliYllNGl- .
NEBR. CONTRACTOR Shall submit sufficicnt information
to allow ENGINEER, in ENGINEER's sole discretion, 10
determine that the substitute proposed is equivalent to thaI
expressly caJ\ed for by the Contract Documents. The proce-
dure for. review. by ENGINEER will. be. similar 10. that
provided in subparagraph 6.0S.A.2.
C. Engineer's EvaIuaIion: ENGINEER will be allowed
a reasonable time within which to evaluate each proposal or
submittal made pursuant to paragraphs 6.05.A and 6.05.B.
ENGINEER will be the sole judge of acceptability. No
"or-cqual" or substitute will be ordcred, installed or utilized
until ENGINEER's review is complete, which will be
evidence'; by either a Change Order for a substitute or an
approved Shop Drawing for an "or equal." ENGINEER will
advise CONTRACTOR in writing of any. .negative
determination.
D. Special Guarallue: OWNER may require CON-
TRACTOR 10 furniSh at CONTRACTOR's expense a special
performance guarantee or other surety with respect to any
substitute.
E. ENGINEER's Cost Reimbursement: ENGINEER will
record time required by ENGINEER and ENGINEER's
Consultants in evaluating substitute proposed or submitted by
CONTRACTOR pursuant to paragraphs 6.05.A.2 and 6.05.B
and in making changes in the Contract Documents (or in the
provisions of any other direct contract with OWNER for
work on the Project) occasioned thereby. Whether or not
ENGINEER approves a substitute item so proposed or
submitted by CONTRACTOR, CONTRACTOR sbaJI
reimburse OWNER for the charges of ENGINEER and
ENGINEER's Consultants for evaluating each such proposed
substitute.
F. CONTRACTOR's Expense: CONTRACTOR shaJI
provide aJI data in support of any proposed substitute or
"or~quaI" at CONTRACTOR's expense.
6.06 Concerning Su.'>conlra"ors, Suppliers, and Others
A. CONTRACTOR sbaJ\ DOl employ any Subcootracwr.
Supplier, or other individual or entity (including those
acceptable to OWNER as indicated in paragraph 6.06.B),
whether initially or as a replacement, against whom OWNER
may have reasonable objection. CONTRACTOR sbaJ\ not be
required 10 employ any Subcontractor, Supplier, or other
individual or entity to furnish or perform any of the Work
against whom CONTRACTOR bas reasonable objection.
B. If the Supplementary Conditions require the idcntity
of certain Subcontractors, Suppliers, or other individuals or
entities to be submittCd to OWNER in advaDCC for acceptante
by OWNER by a specified daU prior 10 the Effective Date of
the Agreement, and if CONTRACTOR ha submitted a list
thereof in accordance with me Supplemc'i1tary C~nditioDS,
OWNER's acceptante (either in writing or by failing 10 make
wrinenobjection thereto by the date indicated for acceptance
or objection in the Bidding Documents or the Contract
Documents) of any sucb Subcontractor, Supplier, or other
indiIItdilal or entity so identified may be revoked on the basis
of;riaS9nable objection after due investigation. .CON-
TRAt:rOR sba1l submit an accepIable replacement for the
rejected Subcontractor, Supplier, or other individual or
entity, and the Contract Price will be adjusted by the differ-
ence in the cost occasioned by such replacement, and an
appropriate Change Order will be issued or Written
Amendment signed. No acceptante by OWNER of any such
SubcontraclOl', Supplier, or other individual or entity,
whether initially or as a replacement, shall constitute a
waiver of any right of OWNER or ENGINEER to reject
defective Work.
C. CONTRACTOR shall be fully responsible to
OWNER and ENGINEER for all acts and omissions of the
Subcontractors, Suppliers, and other individuals or entities
performing or furnishing any of the Work just as
CONTRACTOR is responsible for CONTRACTOR's own
acts and omissions. Nothing in the Contract Documents shall
create for the benefit of any such SubcontraclOr, Supplier, or
other individual or entity any contractual relationship between
OWNER or ENGINEER and any such Subcontractor,
Supplier or other individual or entity, nor shall it create any
obligation on the part of OWNER or ENGINEER to payor
to MlF.IO the payment of any moneys due any such Subcon-
traciQr; Supplier, or other individual or entity except as may
othenvise be required by Laws and Regulations.
D. '. CONTRACTOR shall be solely responsible for
scheduling and coordinating the Work of Subcontractors,
Suppliers, and other individuals or entities performing or
furnishing any of the Work under a direct or indirect contract
with CONTRACTOR.
E. CONTRACTOR shall require all Subcontractors,
Suppliers, and such other individuals or entities performing
or furnishing any of the Work to communicate with ENGI.
NEER through CONTRACTOR.
F. The divisions and sections of the Specifications and
the identifications of any Drawings shall not contrOl
CONTRACTOR in dividing the Work among Subcontractors
or Suppliers or delineating the Work to be performed by any
specific trade.
G. All Work performed for CONTRACTOR by a
Subcontractor or Supplier will be pursuant to an appropriate
agreement between CONTRACTOR and the Subcontractor
or Supplier which specifically binds the Subcontractor or
Supplier to the applicable terms and conditions of the
Contract .I)ocuments for the benefit of .OWNE.R_~_
ENGINEER. Whenever any such agreement' is' with-a .
Subcontractor or Supplier who is listed as an additional .
insured on the property insurance provided in paragraph
5.06, the agreement between the CONTRACTOR and the
Subcontractor or Supplier will contain provisions whereby
the Subcontractor or Supplier waives all rights against
OWNER, ~ONTRACTOR, ENGINEER, ENGINEER's
Consultants, and all other individuals or entities identified in
the Supplementary Conditions to be listed as insureds or
additional insureds (and the officers, direclOrs, partners,
employees, agents, and other consultants and subcontraclOrs
of each and any of them) for alllosscs and damages caused
by, arising out of, relating to, or resulting from any of the
perils or causes of loss covered by such polieics and any
other property insurance applicablecto the w.Qrk. If the
insurers on any such policies reqUireilepara!e':.waivef. forms
to be signed by any Subcontractor or;.supplier,::.j:ONtBAC-
TOR will obtain the same. :::.' t.>' .
..""
6.07 Palenl Fees and RoyaIlies c; ~ '
-0
::;:
>!.~ ~.
-
A. CONTRACTOR shall pa~ Ii~e fees' ~d
royalties and assume all costs incident to 1IIe use in the
performance of the Work or the incorporation in the Work of
any invention, design, process, product, or device which is
the subject of patent rights or copyrights held by others. If
a particular invention, design, process, product, or device is
specified in the Contract Documents for use in the
performance of the Work and if to the actual knowledge of
OWNER or ENGINEER its use is subject to patent rights or
copyrights calling for the payment of any license fee or
royalty to others, the existence of such rights sba1l be
disclosed by OWNER in the Contract Documents. To the
fullest extent permitted by Laws and Regulations,
CONTRACTOR sba1l indemnify and hold harmless
OWNER, ENGINEER, ENGINEER's Consultants, and the
officers, directors, partners, employees or agents, and other
consultants of each and any of them from and against all
claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architeCts, attorneys, and
other professionals and all court or arbitration or other
dispute resolution costs) arising oUl of or I'Clating to any
infringement of patent rights or copyrights incident to the use
in the performance of the Work or I'Csulting fro!D<.the
incorporation in the Work of any invention, design, iif9CeSS,
product, or device not specified in the Contract Doctiments.
6.08 Pennits
A. Unless otherwise provided in the Supplementary
Conditions, CONTRACTOR sba1l obtain and pay for all
constrUction permits and licenses. OWNER sba1l assist
CONTRACTOR, when necessary, in obtaining such permits
00700 - 21
and licenses. CONTRACTOR shall pay all governmental
charges and inspection fees nece$sary for the prosecution of
the Work which arc applicable at the ti'Oe of opening of Bids,
or, if there arc no Bids, .on the Effective Date of the
Agreement. CONTRACTOR shall pay a11.charges of utility
owners for connections to the Work, and OWNER shall pay
all charges of such utility owners for capital costs related
thereto, such as plant investment fees.
6.09 Laws and Regulalions
A. CONTRACTOR shall give all notices and comply
with all Laws and Regulations applicable to the penormance
of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, neither OWNER nor
ENGINEER shall be responsible for monitoring
CONTRACTOR's compliance with any Laws or Regulations.
B. If CONTRACTOR performs any Work knowing or
having reason to know that it is contrary to Laws or
Regulations, CONTRACTOR shall bear all claims, costs,
losses, and damages (including but not limited to all fees and
charges of engineers, architects, attorneys, and other
professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to such Work;
however, it shall not be CONTRACTOR's primary
responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but
this shall not relieve COJlTRACTOR of CONTRACTOR's
obligations unlf~ par~ph 3.03.
;~")
C.Cbangts. in La"" or Regulations not known at the
time of openiIig of lIicls-(or, on the Effective Date of the
AgreeDlCDl if~Ec wen:.Do Bids) having an effect on the cost
or timeofpcrf~of.the Work maybe the subject of an
adjustment in CoDtract'~ or Contract Times. If OWNER
~ -- ~
and CONTRACTOR are1mable to agree on entidementto or
on the amount 'or extent, if any, of any such adjustment, a
Claim may be made therefor as provided in paragraph 10.05.
6.10 Taxes
A. CONTRACTOR shall pay all sales, consumer, use,
and other similar taxes required to be paid by CONTRAC-
TOR in accordance with the Laws and Regulations of the
place of the Project which are applicable during the
performance of the Work.
6.1 I Use of Site and Other Areas
A. limitation on Use of Site and Other Areas
I. CONTRACTOR shall confme construction
equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas
permitted by Laws and Regulations, and shall not
00700 - 22
unreasonably encumber the Site and other areas with
construction equipment or other materials or equipment.
CONTRACTOR shall assume full responsibility. for. any
. damage to any such land or area, or to . the"oWDer or'
occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. Should any claim be made by any such owner or
occupant. because of the' performance of the Work,
CONTRACTOR shall promptly seide with such other
party by negotiation or otherwise resolve the claim by
arbitration or other dispute resolution proceeding or at
law.
3. To the fullest extent permitted by Laws and
Regulations, CONTRACTOR shall indemnify and hold
harmless OWNER, ENGINEER, ENGINEER's
Consultant, and the officers, directors. partners,
employees, agents, and other consultants of each and any
of them from and against all claims, costs, losses, and
damages (including but nollimited to all fees and charges
of engineers, architccts, attorneys, and other professionals
and all court or arbitration or other dispute resolution
costs) arising out of or relating to any claim or action,
legal or equitable, brought by any such owner or occuPant
against OWNER. ENGINEER, or any other party
indemnified hereunder to the extent caused by or based
upon CONTRACTOR's performance of the Work.
B. Removal of Debris During Performance of the Work:
During the progress of the Work CONTRACTOR shall keep
the Site and other areas free from accumulations of waste
materials, rubbish, and other debris... Removal and disposal
of such waste materials, rubbish, and other debris shall con.
form to applicable Laws and Regulations.
C. Cleaning: Prior to Substantial Completion of the
Work CONTRACTOR shall clean the Site and make it ready
for utilization by OWNER. At the completion of the Work
CONTRACTOR shall remove from the Site all tools.
appliances. CODStruction equipment and machinery. and
surplus materials and shall restore to original condition all
property not designated for alteration by the Contract
Documents.
D. Loading Structures: CONTRACTOR shall not load
nor permit any pari of any structure to be loaded in any
manner that will endanger the structure, nor shall
CONTRACTOR subject any pUt of the Work or adjacent
property to streSscs or pressures that will endanger it.
6.12 Record Documents
A. CONTRACTOR shall maintain in a safe place at the
Site one record copy of all Drawings, Specifications,
Addenda, Written Amendments, Change Orders, Work
Change Directives, Field Orders, and written interpretations
and clarifications in good order and annotated to show
changes made during construction. These record documents
logether with all approved Samples and a counterpart of all
approved Shop Drawings will be available to ENGINEER for
reference; , Upon completion of the Work, these record
documents, Samples, and Shop Drawings will be delivered to
ENGINEER for OWNER.
'\\:.zt':'t~;- ~
6.13~.safily and Protection
,. - '~,. .,'
A.- CONTRACTOR shall be solely responsible for
initiating, maintaining and supervising all safety precautions
and programs in connection with the Work. CONTRACTOR
shall take all necessary precautions for the safety of, and
shall provide the necessary protection to prevent damage,
injury or loss to: - - -
I. all persons on the Site or who may be affected
by the Work;
2. all the Work and materials and equipment to be
incorporated therein, whether in storage on or off the
Site; and
3. other property at the Site or adjacent thereto,
including- trees, shrubs, lawns, walks, pavements,
roadways, structures. utilities, and Underground Facilities
not designated for removal, relocation, or replacement in
the course of construction.
B> CONTRACTOR shall comply with all applicable
Lawst-.and-Regulations relating to the safety of persons or
propeitj; or to the protection of persons or property from
damage;' injury. or loss; and shall erect and maintain all
necessary safeguards for such safety and protection.
CONTRACTOR shall notify owners of adjacent property and
of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate
with them in the protection, removal, relocation, and
replacement of their property. All damage, injury, or loss to
any property referred to in paragraph 6.13.A.2 or 6.13.A.3
caused, directly or indirectly. in whole or in part, by CON-
TRACTOR, any Subcontractor. Supplier, or any other
individual or entity directly or indirectly employed by any of
them to perform any of the Work, or anyone for whose acts
any of them may be liable, shall be remedied by
CONTRACTOR (except damage or loss attributable to the
fault of Drawings or Specifications or to the acts or
omissions of OWNER or ENGiNEER or ENGINEER's Con-
sultant, or anyone employed by any of them, or anyone for
whose acts any of them may be liable, and not attributable,
directly or indirectly. in whole or in part, to the fault or
negligence _ of CONTRACTOR or any Subcontractor.
Supplier, or other individual or entity directly or indirectly
employed by any of them). CONTRACTOR's duties and
responsibUities for safety and for protection of the Work shall
continue until such time as all the Work is completed and
ENGINEER _ hu _ Issued a notice to OWNER.'_and_
CONTRACTOR in aecord8nce with paragrapli 14-.07.B-thit -
the Work is acceptable (except as otherwise expressly
provided in connection with Substantial Completion).
6.14 Safely Representative
A. CONTRACTOR shall designate a qualified and
experienced safely representative at the Site whose duties and
responsibilitles shall be the prevention of accidents and the
maintaining and supervising of safety precautions and
programs.
6.15 Hazard Comnuurication Programs
",,0
A. CONTRACTOR shall be responsible fdP:oordinating
any exchange of material safety daui'i.hei!ts <ii;~ther~d
communication information required;tO be ~ av~ble to
or exchanged between or among el!!Ployerf:4t thf S1te in
accordance with Laws or Regulatio'lSo .0
_~"' f" :-;;:
C' -
"F
6.16
Emergencies
~'
J:'-' ,:::')
A. In emergencies affecting the safety SF protection of
persons or the Work or property at the Site or adjacent
thereto, CONTRACTOR is obligated to act to prevent
threatened damage, injury, or loss. CONTRACTOR shall
give ENGINEER prompt written notice if CONTRACTOR
believes that any significant changes in the Work or
variations from the Contract Documents have been caused
thereby or are required as a result thereof. If ENGINEER
determines that a change in the Contract Documents is
required because of the action taken by CONTRACTOR in
response to such an emergency. a Work Change Directive or
Change Order will be issued.
6.17 Shop Drawings and Samples
A. CONTRACTOR shall submit Shop Drawings to
ENGINEER for review and approval in accordance with the
acceptable schedule of Shop Drawings and Sample
submittals. All submittals will be identified as ENGINEER
may require and in the number of copies specified in the
General Requirements. The data shown on the Shop
Drawings will be complete with respect to quantities; dimen-
sions, specified performance and design criteria, materials,
and similar data to show ENGINEER the services, materials,
and equipment CONTRACTOR proposes to provide and to
enable ENGINEER to review the information for the limited
purposes required by paragraph 6.17.E.
B. CONTRACTOR shall also submit Samples to
ENGINEER for review and approval in accordance with the
acceptable schedule of Shop Drawings and Sample
00700 - 23
submittals. Each Sample wlIJ be identified clearly as 10
material, Supplie1', peninent data such as catalog numbers,
and the use for which intended and otherwise as ENGINEER
may require to enable ENGINEER to review the submittal
for the limited pwposes required by paragraph 6.17 .E. The
numbers of each Sample to be submirtcd will be as specified
in the Specifications.
C. Where a Shop Drawing or Sample Is required by the
Contract Documents or the schedule of Shop Drawings and
Sample submittals acceptable to ENGINEER as required by
paragraph 2.07, any related Work performed prior to
ENGINEER's review and approval of the peninenl submittal
wIIJ be at the sole expense and responsibility of
CONTRACTOR.
D. Submittal Procedures
1. Before submitting each Shop Drawing or Sample,
CONTRACTOR shall have delermined and verified:
a. all field measurements, quantities, dimen-
sions, specified performance criteria, installation
requirements, 1I1aterials, catalog numbers, and
similar informalion with respecl thereto;
b. all materials with respeclto intended use,
fabrication, shipping, handling, storage, assembly.
an(~tallatiQ.n penaining to the performance of the
WOIl>; :
, .,
; C; all wormation relative to means, methods,
tecllAiques, .nces, and procedures of construc-
tion 'and safety precautions and programs incident
thereto; and,
.a: CONTRACTOR shall also have reviewed
and coordinated each Shop Drawing or Sample with
other Shop Drawings and Samples and with the
requirements of the Work and the Contract Docu-
ments.
2. Each submittal shall bear a stamp or specific
written indication that CONTRACTOR has satisfied
CONTRACTOR's obligations under the Contract
Documents with respect to CONTRACTOR's review and
approval of that submittal.
3. At the time of each submittal, CONTRACTOR
shall give ENGINEER specific written notice of such
variations, if any, that the Shop Drawing or Sample
submitted may have from the requirements of the
Contract Documents, such notice to be in a written com-
. munication separate from the submittal; and, in addition.
shall cause a specific notation to be made on each Shop
00700 - 24
Drawing and Sample submitted to ENGINEER for review
and approval of each such varialion.
E. ENGINEER's Review
1. ENGINEER will timely review and approve
Shop Drawings and Samples in accordance with the
schedule of Shop Drawings and Sample submittals
acceptable 10 ENGINEER. ENGINEER's review and
approval will be only 10 detenninc if the. items covered by
the submittals will, after installation or incorporation in
the Work, conform 10 the information given in the
Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole
as indicated by the Contract Documents.
2. ENGINEER's review and approval will not
extend to means, methods, tcchniques, sequences, or
procedures of constrUction (except where a panicular
means, method, technique, sequence, or procedure of
consuuction is specifically and expressly called for by the
Contract Documents) or to safety precautions or programs
incident thereto. The review and approval of a separate
item as such will not indicate approval of the assembly in
which the item functions.
3. ENGINEER's review and approval of Shop
Drawings or Samples sball not relieve CONTRACTOR
from responsibility for any variation from the require-
ments of the Contract Documents uolcss CONTRACTOR
has in writing called ENGINEER's attention to each such
variation at the time of each submittal as required by
paragraph 6.17.0.3 and ENGINEER has given written
approval of each such variation by specific wrincn
notation thereof incorporated in or accompanying the
Shop Drawing or Sample approval; nor wIIJ any approval
by ENGINEER relieve CONTRACTOR .from
responsibility for complying with the requirements of
paragraph 6.17.0.1.
F. Re.submittal Procedures
1. CONTRACTOR sba11 make corrections required
by ENGINEER and sball rerum the required number of
corrected copies of Shop Drawings and submit as
required new Samples for review and approval. CON-
TRACTOR shall direct specific attention in writing to
revisions other than the corrections called for by ENGI-
NEER on previous submittals.
6.18 Continuing the Work
A. CONTRACTOR sba11 carry on the Work and adhere
to the progress schedule during all disputes or disagreements
with OWNER. No Work shall be delayed or postpOned
pending resolution of any disputes or disagreements, except
as permitted by paJ"agraph 15.04 or as OWNER and
CONTRACTOR may otherwise agree in writing.
6.19 CONTRACTOR's ~neral Warranty and Guaranlee
A. CONTRACTOR warrants and guarantees to
O~R, ENGINEER, and ENGINEER's Consultants that
all'Y.~wi1l be in accordance with the Contract Documents
and ~inol,be defective. CONTRACTOR's warranty and
guarante~ hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or
operation by persons other than CONTRACTOR, Sub-
contraclOrs, Suppliers, or any other individual or entity
for whom CONTRACTOR is responsible; or
'-
2. normal wear and tear under normal usage.
B. CONTRACTOR's obligation to perform and
complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will
constitute an acceptance of Work that is not in accordance
with the Contract Documents or a release of
CONTRACTOR's obligation to perform the Work in
accordance with the Contract Documents:
1. observations by ENGINEER;
2. recommendation by ENGINEER or payment by
OWNER of any progress or final payment;
,~"(t3,'x,,.!he issuance of a certificate of Substantial
<;QIIlPletion by ENGINEER or any payment related
thereto by OWNER;
4. use or occupancy of the Work or any part thereof
by OWNER;
S. any acceptance by OWNER or any failure to do
so;
6. any review and approval of a Sbop Drawing or
Sample submittal or the issuance of a notice of acceptabil-
ity by ENGINEER;
7. any inspection, test, or approval by others; or
8. any correction of defective Work by OWNER.
6.20 Indemnification
A. To the fullest extent permined by Laws and Regula-
tions, CONTRACTOR shall indemnify and hold harmless
OWNER, ENGINEER, ENGINEER's Consultants, and the
officers, directors, partners, employees, agents, and other
consultants and subcontractors of each and any of them from
and against all claims, costs, losses, and damages (including
but not limited to all fees and charges of engineers,
architects, attorneys; aild other professionals and all coweoi'
arbitration or other dispute resolution costs) arising out of or
relating to the performance of the Work, provided thlit any
such claim, cost, loss, or damage:
1. is attributable to bodily injury, sickness, disease,
or death, or to injury to or destruction of tangible
property (other than the Work itself), including the Joss of
use resulting therefrom; and
2. is caused in whole or in part by any negligent act
or omission of CONTRACTOR, any Subcontractor, any
Supplier, or any individual or entity directly or indirectly
employed by any of them to perform any of the Work or
anyone for whose acts any of them may be liable,
regardless of whether or not caused in part by any
negligence or omission of an individual or enti!)' indem-
nified hereunder or whether liability is imposed upon such
indemnified party by Laws and Regulations regardless of
the negligence of any such individual or entity. ", c'':'',
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B. In any and all claims against OWNER or ENGINEER
or any of their respective consultants, agents, officers,
directors, partners, or employees by any employee (or the
survivor or personal representative of such employee) of
CONTRACTOR, any Subcontractor, any Supplier, or any
individual or entity directly or indirectly employed by any of
them to perform any of the Work, or anyone for wbose acts
any of them may be liable, the indemnification obligation
under paragraph 6.20.A shall not be limited in any way by
any limitation on the amount or type of damages,
compensation, or benefits payable by or for CONTRACTOR
or any such Subcontractor, Supplier, or other individual or
entity under workers' compensation acts, disability benefit
acts, or other employee benefit acts.
C. The indemnification obligations of CONTRACTOR
under paragraph 6.20.A shall not extend 10 the liability of
ENGINEER and ENGINEER's Consultants or to the
officers, directors, partners, employees, agents, and other
consultants and subcontractors of each and any of them
arising out of:
I. the preparation or approval of, or the failure to
prepare or approve, maps, Drawings, opinions, reports,
surveys, Change Orders, designs. or S~ficatioils; or
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2. giving directions or ~etioUt or'''faU1D.g to
give them, if that is the primary .CllIISC"Of the4Rjury or
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00700 - 2S
ARTICLE 7 - OTHER WORK
7.01 Relared Work at Site
A. OWNER may perform other work related to the
Project at the Site by OWNER's employccs, or let other
direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Con-
tract Documents, then:
1. written notice thereof will be given to CON-
TRACTOR prior to slaning any such other work; and
2. if OWNER and CONTRACTOR are unable to
agree on CDtitlClDCtl1to or on the amount or eXlCnt, if any,
of any adjustmCDl in the CODlract Price or Contract TlItles
that should be allowed as a result of such other work, a
Claim may be made therefor as provided in paragraph
10.0S.
B. CONTRACTOR shall afford each other contractor
who is a party to such a direct contract and each utility owner
(and OWNER, if OWNER is performing the other work with
OWNER's employees) proper and safe access to the Site and
a reasonable opponunity for the introduction and storage of
materials and equipment and the execution of such other
work and shall properly coordinate the Work with theirs.
Unless otherwise provided in the Contract Documents, CON-
TRACTOR shall do all cutting, fitting, and patching of the
Work that may be required to properly connect or otherwise
make its several parts come together and properly integrate
with such other work. CONTRACTOR shall not endanger
any work of others by cutting, excavating, or otherwise
altering their work and will only cut or alter their work with
the written consent of ENGINEER and the others whose
work will be affected. The duties and responsibilities of
CONTRACTOR under this paragraph are for the benefit of
such utility owners and other contractors to the extent that
there are comparable provisions for the benefit of
CONTRACTOR in said direct contracts betwccn OWNER
and such utility' owners and other contractors.
C. If the proper execution or results of any part of
CONTRACTOR's Work depends upon work performed by
others UDder this Article 7, CONTRACTOR shall inspect
such other work and promptly report to ENGINEER in
writing any delays, defects, or deficiencies in such other
work that render it unavailable or unsuitable for the proper
execution, '"land ~ults of CONTRACTOR's Work.
CO~R's:faiIurc to so report will constitute an
acceptance-of sucih' other work as fit and proper for
integration\Vith CgNTRACTOR's Work except for latent
defects ancrdeficienc~s in such other work.
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00700 - 26
7.02 Coordination
A. If OWNER. intends to contract with others for..the.
performance of other work on the Project at the Site, the
following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority
and responsibility for coordination of the activities among
the various contractors will. be Identified;
2. the specific matters to be covered by sueh
authority and rc5ponsibility will be itemized; and
3. the eXlCnt of such authority and responsibUities
will be provided.
B. Unless otherwise provided in the Supplementary
Conditions, OWNER sball have sole authority and respon-
sibility for. such coordination.
ARTICLE 8 - OWNER'S RESPONSmILlTIES
8.01 Communicalions to Contractor
A. Except as otherwise provided in these General Condi-
tions, OWNER sball issue all communications to
CONTRACTOR through ENGINEER.
8.02 Replacement of ENGINEER
A. In case of termination of the employment of ENGI-
NEER, OWNER shall appoint an engineer to whom
CONTRACTOR makes DO reasonable objection, whose status
under the Contract Documents shall be that of the former
ENGINEER.
8.03 Furnish Data
A. OWNER shall pro::l;>t1y furnish the data required of
OWNER UDder the Contr..ct Documents.
8.04 Pay Promptly When Due
A. OWNER sball ma.l:e payments to CONTRACTOR
promptly when they arc due as provided in paragraphs
14.02.C and 14.07.C.
8.05 Lands and Easements; Repons and Tests
A. OWNER's duties in respect of providing lands and
casements and providing engiDccriDg surveys to establish
reference points arc set forth in paragraphs 4.01 and 4.05.
Paragraph 4.02 refers to OWNER's identifying and making
available to CONTRACTOR copies of reports of explorations
and tests of subsurface, conditions and drawings of physical
conditions in or relating to existing surface or subsurface
structures at or coDliguous to the Siie that bave been utilized
by ENGINEER In preparing the ContrlCt Documents.
8.06 Insurance
/I/!' OWNER's responsibilities, if any, in respect 10 pur-
cliasil'a and maintaining liability and property insurance are
set faith In Anlc1e S.
8.07 C1Iange Orden
ARTICLB 9. ENGINEER'S STATUS DURING
CONSTRUCTION
._._-~.
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9.01 OWNER'S Representative
A. ENGINEER will be OWNER's representative ciuring
the construction period. The duties and responsibUitles 8fId
the limitations of authority of BNGINEER as OWNER's
representative during constnlctlon are set forth In the
Contract DocumeDIS and will not be cbaoged without written
consent of OWNER and ENGINEER.
A. OWNER is obligated to execute Change Orden as 9.02 Visits to Site
Indicated In paragraph 10.03.
8.08 Inspections, Tuts, and Approvals
A. OWNER~s responsibility In respect to certain inspec-
tions, teSts, and approvals is set forth in paragraph 13,03.B,
8.09 limitations on OWNER's Responsibilities
A. The OWNER sha1I not supervise, direct, or bave
control or authority over, nor be responsible for,
CONTRACTOR's means, methods, techniques, sequences,
or procedures of constnlction, or the safety precautions and
programs Incident thereto, or for any failure of CON-
TRACTOR to comply with Laws and Regulations applicable
to the performance of the Work. OWNER will not be
responsible for CONTRACTOR's failure to perform the
Workln accordance with the Contract Documents.
U,
8.llY' Undisclosed Hazardous Environmental Condition
."
A. OWNER's responsibility In respect to an undisclosed
Hazardous Bovironmental Condition is set forth in paragraph
4.06.
8.11 Evidence of FI1IlUICiol Arrangements
A. If and to the extent OWNER has agreed to furnish
CONTRACTOR reasonable evidence that financial
arrangements have been made to satisfy OWNER's
obligations under the CoDtracl DocumeDlS, OWNER's
responsibility In respect thereof will be as set forth In the
Supplementary Conditions.
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A. ENGINEER will make visits to the Site at Intervals
appropriate to the various stages of coDStnlction as
ENGINEER deems necessary In order to observe as an
experienced and qualified design professional the progress
that has been made and the quality of the various aSpects of
CONTRACTOR's executed Work. Based on information
obtained during such visits and observations, ENGINEER,
for the benefit of OWNER, will determine, In general..if the
Work is procee"ing In accordance with the Contract
Documents. ENGINEER will not be required to make
exhaustive or continuous inspections on the Site to check the
quality or quantity of the Work. ENGINEER's efforts will
be directed toward providing for OWNER a greater degree
of confidence that the completed Work will conform
generally to the Contract Documents. 00 the basis of such
visits and observations, ENGINEER will keep OWNER
informed of the progress of the Work and will endeavor to
guard OWNER against defective Work.
B. ENGINEER's visits and observations are subject to
all the limitations on ENGINEER's authority and
responsibility set forth In paragraph 9.10, and particularly,
but without limitation, during or as a result of ENGINEER's
visits or observations of CONTRACTOR's Work
l;NGlNEER will not supervise, direct, control, or have
authority over or be responsible for CONTRACTOR's
means, methods, techniques, sequences, or procedures of
construction, or the safety precautions and programs Incident
thereto, or for any failure of CONTRACTOR to comply with
Laws and Regulations applicable to the performance of the
Work.
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9.03 Projecl Representative
3.
A. If OWNER and ENGINEER agree, ENGINEER will
furnish a Resident Project Representative to assist
ENGINEER In providing more extensive observation of the
Work. The responsibilities and authority and limitations
thereon of any such Resident Project Representative and
assistants wUl be as provided In paragraph 9.10 and In the
Supplemental)' Conditions. If OWNER designates another"
00700 - 27
representative or agent :0, represent OWNER at the Site who
is not ENGINEER's Consultant, agent or employee, the
responsibilities and au<hority and limitations thereon of such
other individual or entity will be as provided in the Supple-
mentary Conditions.
9.04 ClariJicDlions and /nlerpreiDlions
A, ENGINEER will issue with reasonable promptness
such wriuen clarifications or interpretations of the require-
ments of the Contract Documents as ENGINEER may deter-
mine necessary, which shall be consistent with the intent of
and reasonably inferable from the Contract Documents. Such
written clarifications and interpretations will be binding on
OWNER and CONTRACTOR. If OWNER and CON-
TRACTOR are unable to agree on entitlement to or on the
amount or extent, if any, of any adjustment in the Contract
Price or Contract Times, or both, that should be allowed as
a result of a wriuen clarification or interpretation, a Claim
may be made therefor as provided in paragraph 10.05.
9.05 Authorized VariDlions in Work
A. ENGINEER may authorize minor variations in the
Work from the requirements of the Contract Documents
which do not involve an adjustment in the Contract Price or
the Contract Times and are compatible with the design
concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be
accomplished by a Field Order and will be binding on
OWNER and ,also on CONTRACTOR, who shall perform
the Work involved promptly. If OWNER and CONTRAC-
TOR are unable to agree on entitlement to or on the amount
or extent, if any, of any adjustment' in the Contract Price or
Contract Times, or both, as a result of a Field Order, a
Oaim may be made therefor as provided in paragraph 10.05.
9.06 Rejecting Defecrive Work
A. ENGINEER will have authority to disapprove or
reject Work which ENGINEER believes to be defective, or
that ENGINEER believes will not produce a completed
Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed
Project as a functioning whole as indicated by the Contract
Documents. ENGINEER will also have authority to require
special inspection or testing of the Work as provided in
paragraph 13.04, whether or not the Work is fabricated,
installed, or completed:.
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9.07 Shop n;:awings;-t;:hange Orders and Paymenls
. 1.---
A. In co~onwi!h~GINEER's authority as to Shop
Drawings and Samples,,~e paragraph 6.17.
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B. In connection with ENGINEER's authority as to
Change Orders, see Anicles 10, II, and 12.
C. In connection with ENGINEER's authority as to
Applications for Payment, see Anicle 14.
9.08 Detenni1lJJtionsfor Unit Pria Work
A. ENGINEER will determine the actual quantities and
classifications of Unit Price Work performed by
CONTRACTOR. ENGINEER will review with CON-
TRACTOR the ENGll'iEER's preliminary determinations on
such maners before rendering a wrinen decision thereon (by
recommendation of an Application for Payment or
otherwise). ENGINEER's written decision thereon will be
fmal and binding (except as modified by ENGISEER to
reDect changed factual conditions or more accurate data)
upon OWNER and CONTRACTOR, subject to the
provisions of paragraph 10.05.
9.09 Decisions on Requiremenls of Conlract Documenls
and AcceptabiUry of Work
A. ENGINEER will be the initial interpreter of the
requirements of the Contract Documents and judge of the
acceptability of the Work ti".ereu:lder. Claims, disputes and
o~~er matters relating to the aC'::c;':8biIity of the Work, Ibe
quantities and classifications of Unit Price Work, the
interpretation of the requirements of the Contract Documents
penaining to the performance of the Work, and Claims
seeking changes in the Contract Price or Contract Times will
be referred initially to ENGINEER in writing, in accordance
,with the provisions of paragraph 10.05, with a request for a
formal decision.
B. When functioning as interpreter and judge under this
paragraph 9.09, ENGINEER will not show partiality to
OWNER or CONTRACTOR and will not be liable in
connection with any interpretation or decision rendered in
good failb in such capacity. The rendering of a decision by ,
ENGINEER pursuant to this paragraph 9.09 wilb respect to
any such Claim, dispute, or olber maner (except any which
have been waived by the making or acceptance of fmal
payment as provided in paragraph 14.01) will be a condition
prcccdcnt to any exercise by OWNER or CONTRACTOR of
such rights or remedies as either may otherwise have under
the Contract Documents or by Laws or Regulations in respect
of any such Claim, dispute, or other maUer.
9.10 LimitDlions on ENGINEER's AutL~"riry and Respon-
sibilities
A. Neither ENGINEER's authoril)' or responsibility
under this Article 9 or under any other provision of the
Contract Documents nor any decision made by ENGINEER
in good faith either to exercise or not exercise such authority
00700 - 28
or responsibility or the undertaking, exercise, or performance
of any authority or responsibility by ENGINEER shal1 create,
impose, or give rise to any duty in contract, tort,- or
otherwise owed by ENGINEER to CONTRACTOR, any
Subcontractor, any Supplier, any other individual or entity,
or to any surety for or employee or agent of any of them.
B. ENGINEER will not supervise, direct, control, or
hav~ ~~~~.tY.ovf1" or be responsible for CONTRACTOR's
means~!li~tJ!6ds;techniques, sequences, or procedures of
construcudn:or tlie safety precautions and programs incident
thereto, or for any failure of CONTRACTOR to comply with
Laws and Regulations applicable to the performance of the
Work. ENGINEER will not be responsible for
CONTRACTOR's failure to perform the Work in accordance
with the Contract Documents.
C. ENGlNi;ER will not be responsible for the acts or
omissions of CONTRACTOR or of any Subcontractor, any
Supplier, or of any other individual or entity performing any
of the Work.
D. ENGINEER's review of the fmal Application for
Payment and accompanying documentation and all mainte-
nance and operating instructions, schedules, guarantees,
Bonds, certificates of inspection, tests and approvals, and
other documentation required to be delivered by paragraph
14.07.A will only be to determine generally that their content
complies with the requirements of, and in the case of
certificates of inspections, tests, and approvals that the results
certified indicate compliance with, the Contract Documents.
E.-The limitations upon authority and responsibility set
fortlim'this'parait"aph 9.10 shall also apply to ENGINEER's
Consultants, Resident Project Representative, and assistants.
ARTICLE 10 - CHANGES IN THE WORK; CLAIMS
10.01 Authorized Changes in the Work
A. Without invalidating the Agreement and without
notice to any surety, OWNER may, at any time or from time
to time, order additions, deletions, or revisions in the Work
by a Written Amendment, a Change Order, or a Work
Change Directive. Upon receipt of any such document,
CONTRACTOR shall promptly proceed with the Work
involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise
specifically provided).
B. If OWNER and CONTRACTOR are unable to agree
on entitlement to, or on the amount or extent, if any, of an
adjustment in the Contract Price or Contract Times, or both,
that should be allowed as a result of a Work Change
Directive, a Claim may be made therefor as provided in
paragraph 10.05.
10.02
U/lllUthorized Changes in the Work
A. CONTRACTOR shall not be entitled to an iocrcase
in the Contract Price or an extension of the Contract Times
with respect 'to any work performed that is not r~ by
the Contract Documents as amended, modified, or
supplemented as provided in paragraph 3.04, except in the
case of an emergency as provided in paragraph 6.16 or in the
case of uncovering Work as provided in paragraph 13.04.B.
10.03 Execution of Change Orders
A. OWNER and CONTRACTOR shall execute
appropriate Change Orders recommended by ENGINEER (or
Written Amendments) covering:
1. changes in the Work which are: (i) ordered by
OWNER pursuant to paragraph 10.01.A, (il) required
because of acceptance of defective Work under para-
graph 13.08.A or OWNER's correction of defective
Work under paragraph 13.09, or (iii) agreed to by the
parties;
2. changes in the Contract Price or Contract Tunes
which are agreed to by the parties, including any
undisputed sum or amount of time for Work actually
performed in accordance with a Work Change Directive;
and
3. changes in the Contract Price or ContraCt Tunes
which embody the substance of any written decision
rendered by ENGINEER pursuant to paragraph 10.05;
provided that, in lieu of executing any such Change
Order, an appeal may be taken from any such decision
in accordance with the provisions of the Contract
Documents and applicable Laws and Regulations, but
during any such appeal, CONTRACTOR shall carry on
the Work and adhere to the progress schedule as
provided in paragraph 6.18.A.
10.04 Notijicazion to Surety
A. If notice of any change affecting the general scope
of the Work or the provisions of the ContraS! Documents
(including, but not limited to, Con~ct Pri~r.Contract
Times) is required by the provisions ~:lInY ~ to be given
to a surety, the giving of any ;;~h ~!Jce "wi~ be
CONTRACTOR's responsibility. ,~e aDlQ9I1t .of-each
applicable Bond will be adjusted to:xeflect tI!o>effel:tllf any
such change. -< . -0
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00700 - 29
1O.0S Claims and Disputes
A. Notice: Written notice stating the general nature of
each Claim, dispute, or other matter sha1I be delivered by the
claimant to ENGINEER and the other party to the Contract
promptly (but in no event later than 30 days) after the Stasi of
the event giving rise thereto. Notice of the amount or extent
of the Claim, dispute, or other matter with supporting data
shall be delivered to the ENGINEER and the other party to
the Contract within 60 days after the Stasi of such event
(unleSs ENGINEER allows additional time for claimant to
submit additional or more accurate data in support of such
Claim, dispute, or other matter). A Claim for an adjustment
in Contract Price shall be prepared in accordance with the
provisions of paragraph 12.01.B. A Claim for an adjustment
in Contract Time shall be prepared in accordance with the
provisions Qf paragraph 12.02.B. Each Claim shall be
accompanied by claimant's wrinen statement that the adjust-
ment claimed is the entire adjustment to which the claimant
believes it is entitled as a result of said event. The opposing
party shall submit any response to ENGINEER and the
claimant within 30 days after receipt of the claimant's last
subminal (unless ENGINEER allows additional time).
B. ENGINEER's Decision: ENGINEER will render
a formal decision in writing within 30 days after receipt of
the last subminal of the claimant or the last submiltal of the
opposing party, if any. ENGINEER's wrinen decision on
such Claim, dispute, or other maner will be final and binding
upon OWNER and CONTRACTOR unless:
I. an appeal from ENGINEER's decision is taken
withilrthe tim~imits and in accordance with the dispute
resol~\lon procidures set forth in Article 16; or
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2: "if no $11ch dispute resolution procedures have
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been set forth in:Anicle 16, a written notice of intention
to a~ froni ENGINEER's wrilten decision is
, delivered by OWNER or CONTRACTOR to the other
, and to WGINESR within 30 days after the date of such
decisio,,~ and ,iJormal proceeding is instituted by the
apJ>C!llfug .party in a forum of competent jurisdiction
wi '~'lin 60 days after the date of such decision or within
60 days after Substantial Completion, whichever is later
(unless otherwise agreed in writing by OWNER and
CONTRACTOR), to exercise such rights or remedies as
the appealing party may have with respect to such
Claim, dispute, or other matter in accordance with
applicable Laws and Regulations.
C. If ENGINEER does not render a formal decision in
writing within the time stated in paragraph 10.OS.B, a
decision denying the Claim in its entirety shall be deemed to
have been issued 31 days after receipt of the last subminal of
the claimant or the last subminal of the opposing party, if
any.
00700 - 30
D. No Claim for an adjListment in Contract PrIce or
Contract Times (or Milestones) will be valid if not submitted
in accordance with this paragraph 10.OS.
... .-
ARTICLE II - COST OF THE WORK; CASH
ALLOWANCES; UNIT PRICE WORK
11.01 . Cost of the Work
A. Costs Included: The tenn Cost of the Work means
the sum of all costs necessarily incurred and paid by CON-
TRACTOR in the proper performance of the Work. When
the value of any Work covered by a Change Order or when
a Claim for an adjustment in Contract Price is detennined on
the basis of Cost of the Work, the costs to be reimbursed to
CONTRACTOR will be only those additional or incremental
costs required because of the change in the Work or because
of the event giving rise to the Claim. Except ~ otherwise
may be agreed to in writing by OWNER, such costs shall be
in amounts no higher than those prevailing in the locality of
the Project, shall include only the following items, and shall
not include any of the costs itemized in paragraph 11.0I.B.
I. Payroll costs for employees in the direct employ
of CONTRACTOR in the performance of the Work
under schedules of job cl<.r.sifications agreed upon by
OWNER and CONTRACTOR. Such employees shall
include without limitation superintendents, foremen, and
other personnel employed full time at the Site. Payroll
costs for employees not employed fuIltime on the Work
shall be apportioned on the basis of their time spent on
the Work.' Payroll costs shall include, but not be limited
to, salaries and wages plus the cost of fringe benefits,
which shall include social security contributions. unem-
ployment, excise, and payroll taxes, workers'
compensation, health and retirement benefits, bonuses,
sick leave, vacation and holiday pay applicable thereto.
The expenses of perfonning Work outside' of regular
working hours, on Saturday, Sunday, or legal holidays,
shall be included in the above to the extent authorized by
OWNER.
2. Cost of all materials and equipment furnished
and incorporated in the Work, including costs of
transportation and storage thereof, and Sup?liers' field
services required in connection therewith. All cash
discounts shall accrue to CONTRACTOR unless
OWNER deposits funds with CONTRACTOR with
which to make payments, in which case the cash
discounts shall accrue to OWNER. All trade discounts,
rebates and refunds and returns from sale of surplus
materials and equipment shall accrue to OWNER, and
CONTRACTOR shall make provisions so that they may
be obtained.
3. Payments made by CONTRACTOR to
Subc:oDlrac:tors for Work performed by Subcontractors.
If required by OWNER, CONTRACTOR shall obtain
competitive bids from subcontractors acceptable to
OWNER and CONTRACTOR and shall deliver such
bids to OWNER, who will then determine, with the
,a.dvice of ENGINEER, which bids, if any, will be
_ .acceptable. If any subcontract provides that the
!iubcontractor is to be paid on Ibe basis of Cost of Ibe
~ork plus a fee, the Subcontractor's Cost of the Work
and fee shall be determined in the same manner as
CONTRACTOR's Cost of the Work and fee as provided
in this paragraph 11.01.
4. Costs of special consultants (including but not
li~itcd to engineers, architects, testing laboratories,
surveyor$, anomeys, and accountants) employed for
~~rVices specifically related to the Work.
5. Supplemental costs including Ibe following:
a. The proportion of necessary tranSpOrtation,
travel, and subsistence expenses _ of
CONTRACTOR's employees incurred in discharge
of duties connected with the Work.
j~f
(.i)
b. Cost, including transportation and mainte-
nance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facili-
ties at Ibe Site, and hand tools not owned by Ibe
workers, which are consumed in Ibe performance of
the Work, and cost, less market value, of such items
used but not consumed which remain Ibe property of
CONTRACTOR.
c. Rentals of all construction equipment and
machinery, and the parts thereof whether rented
from CONTRACTOR or others in accordance with
- rental agreements approved by OWNER with the
advice of ENGINEER, and Ibe costs of
transportation, loading, unloading, assembly,
-dismantling, and removal thereof. All such costs
shall be in accordance wilb Ibe terms of said rental
agreements. The rental of any such equipment, ma-
chinery, or parts shal1 cease when the use thereof is
no longer necessary for the Work.
d. Sales, consumer, use, and other similar
taxes related to the Work, and for which CON-
TRACTOR is liable, imposed by Laws and Regu-
lations.
e. Deposits lost for causes olber than negli-
gence of CONTRACTOR, any Subcontractor, or
_ anyone directly or indirectly employed by any of
them or for whose acts any of them may be liable,
and royalty payments and fees for permits and
licenses.
- -- f. LOsSes and damages (and related expenses):
caused by damage to Ibe Work, not compensated by
insurance or olberwise, sustained by
CONTRACTOR in connection with the perfor-
mance of the Work (except losses and damages
wilhin Ibe deductible amounts of property insurance
established in accordancc with paragraph 5.06.0).
provided such losses and damages have resulted
from causes other Iban the negligence of
CONTRACTOR, any Subcontractor, or anyone
directly or indirectly employed by any of them or
for whose acts any of them may be liable. _ Such
losses shall include settlements made with the
wrinen consent and approval of OWNER. No such
losses, damages, and expenses shall be included in
Ibe Cost of the Work for Ibe purpose of determining
CONTRACTOR's fee.
g. The cost of utilities, fuel, and sanitary
facilities at the Site.
h. Minor expenses such as telegrams; - long
distancc telephone calls. telephone service at the
Site, expressage, and similar peny ~h items in
connection with the Work. -- ~;
<:.' -
~ - . ."!':.... '..'-.'
i. When the Cost of'1he Wmk is Wled to
determine the value of a glhange ~rdet: I'f of a
Claim, Ibe cost of premiulllll for a~Cl:itional Bonds
and insurance required ~.of ~ba1iges in Ibe
Work or caused by Ibe ~t gi'Lil!g ~e,to the
Claim. ~c - ;;,
CD
j. When all the Work is performed on the
basis of cost-plus, the costs of premiums for all
Bonds and insurance CONTRACTOR is required by
the Contract Documents to purchase and maintain.
B. Cosrs Excluded: The term Cost of the Work sball
not include any of Ibe following items:
1. Payroll costs and other compensation of
CONTRACTOR's officers, executives, principals (of
partnerships and sole proprietorships), gcneraIlp&Dllg-
ers, engineers, architects, estimators, anomeys: - audi-
tors, accountants, purchasing and contracting'"agents,
expediters, timekeepers, clerks, and other personnel
employed by coNTRACTOR, whether at the Site or in
CONTRACTOR's principal or branch office for general
administration of Ibe Work and not specifically included
in the agreed upon schedule of job classifications
referred to in paragraph I LOLA. I or specifically
'covered by paragraph II.OI.A.4, all of which are to be
00700.31
considered administrative costs covered by the
CONTRACTOR's fee.
2. Expenses of CONTRACTOR's principal and
branch offices other ll':an CONTRACTOR's office at the
Site.
3. Any pan of CONTRACTOR's capital expenses,
including interest on CONTRACTOR's capital employed
fo~ the Work and charges against CONTRACTOR for
delinquent payments.
4. Costs due to the negligence of CONTRACTOR,
any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them
may be liable, including but not limited to, the
correction of defective Work, disposal of materials or
equipment wrongly supplied, and making good any
damage to property.
S. Other overhead or general expense costs of any
kind and the costs of any item not specifically and
expressly included in paragraphs 1 LOLA and 11.01.B.
C. CONTRACTOR's Fee: When all the Work is
performed on the basis of cost-plus, CONTRACTOR's fee
shaIl be determined as set forth in the Agreement. When the
\',jue of any Work covered by a Change Order or when a
Claim for an adjustment in Contract Price is determined on
the basis of Cost of the Work, CONTRACTOR's fee shall be
determined as set forth in paragraph 12.0I.C.
D. DocumentaJion: Whenever the Cost of the Work for
any purpose is to be determined pursuant to paragraphs
1I.0l.A and 1I.0l.B, CONTRACTOR will establish and
maintain records thereof in accordance with generally
accepted accounting practices and submit in a form
acceptable ).II ENGINEER an itemized cost breakdown
together w/dLsuppotiJDg data.
. . '~~)
11.02 Cask.Allow~es
\.-....- .
A. It is(llIlderstOOd that Cc.~TRACTOR has included
in :.le'ContraCtPrlceallallowances so named in the Contract
Documents line! shall;ejluse the Work so covered to be
performed fO~$\1ch swiis as may be acceptable to OWNER
and ENGINEER. CONTRACTOR agrees that:
1. the allowances include the cost to CONTRAC-
TOR (less any applicable trade discounts) of materials
and equipment required by the allowances to be
delivered at the Site, and all applicable taxes; and
2. CONTRACTOR's costs for unloading and
handling on the Site, labor, installation costs, overhead;
profit, and other expenses contemplated for the allow-
00700 - 32
ances have been included in the Contract Price and not
in the allowances, and no demand for additional payment
on acco.unt of ~y of the foregoing will.be valid~_ _ . .
B. Prior to fina1 payment, an appropriate Change Order
will be issued as recommended by ENGINEER to reflect
actual amounts due CONTRACTOR on account of Work
covered by allowances, and the Contract Price shall be
correspondingly. adjusted. . .. ..
11.03 Unit Price Work
A. Where the Contract Documents provide that all or
part of the Work is to be Unit Price Work, initially the
Contract Price will be deemed to include for all Unit Price
Work an amount equaI to the sum of the unit price for each
separately identified' item of Unit Price Work times the
estimated quantity of each item as '-,dicated in the Agree-
ment. The estimated quantities of ile:.:s of Unit Price Work
are not guaranteed and are solely for the pl!fPOse of
comparison of Bids and determining an initial Contract Price.
Determinations of the actual quantities and classifications of
Unit Price Work performed by CONTRACTOR will be
made by ENGINEER subject to the provisions of paragraph
9.08.
B. Each unit price will be deemed :0 include an amount
considered by CONTRACTOR to t>e adequate to cover
CONTRACTOR's overhead and profit ior each separately
identified item.
C. OWNER or CONTRACTOR may make a Claim for
an adjustment in the Contract Price in accordance with
paragraph lO.OS if:
1. the quantity of any item of Unit Price Work
performed by CONTRACTOR differs materially and
significantly from the estimated quantity of such item
indicated in the Agreement; and
2. there is no corresponding adjustment with
respect any other item of Work; and
3. if CONTRACTOR believes that
CONTRACTOR is entitled to an increase in Contract
Price as a result of having incurred additional expense or
OWNER believes that OWNER is entitled to a decrease
in Contract Price and the parties are unable to agree as
to the amount of any such increase or decrease.
ARTICLE 12 - CHANGE OF CONTRACT PRICE;
CHANGE OF CONTRACT TIMES
12.01 Change of C01l1ract Price
A..The Contract Price may only be changed hy a
~. ..
0'1. ~r or by a Written Amendment. Any Claim for
an a . ent in.the ContraCt Price shall be based on written
notid'submitted by the party making the Claim to the
ENGINEER and the other party to the Contract in accor-
dance with the provisions of paragraph 10.OS.
B. The value of any Work covered by a Change Order
or of any Claim for an adjustment in the Contract Price will
be determined as follows:
I. . where the Work involved is covered by unit
prices contained in the ContraCt Documents, by applica-
tion of such unit prices to the quantities of the items
involved (subject to the provisions of paragraph 11.03 );
or
2. where the Work involved is not covered by unit
prices contained in the Contract Documents, by a
mutually agreed lump sum (which may include- an
allowance for overhead and profit not necessarily in
accordance with paragraph 12.01.C.2); or
3. where the Work involved is not cOvered by unit
prices contained in the Contract Documents and agree-
, J;11ent to a, lump sum is not reached under paragraph
;~ttOI.B.2; on the basis of the Cost of the Work
(determined as provided in paragraph 11.01) plus a
CONTRACTOR's fee for overhead and profit (deter-
mined as provided in paragraph 12.01.C).
C. CONTRACTOR's Fee: The CONTRACTOR's fee
for overhead and profit shall be determined as follows:
I. a ttlIltually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee
based on the following percentages of the various
ponions of the Cost of the Work:
a. for costs incurred under paragraphs
11.01.A.I and 11.01.A.2, the CONTRACTOR's
fee shall be IS percent;
b. for costs incurred under paragraph
11.01.A.3, the CONTRACTOR's fee shall be five
percent;
c. where one or more tiers of subcontraCts are
on the basis of Cost of the Work plus a fee and no
fixed fee is agreed upon, the inlent of paragraph
12.0I.C.2.a is that the Subcontractor who actually
performs the Work, al whatever tier;. will-be paid
a fee of IS percent of the costs incurred by such
Subcontractor under paragraphs 11.01.A.I and
11.01.A.2 and that any higher tier Subcontractor
and CONTRACTOR will each be paid a fee of five
percent of the amount paid to the next lower tier
Subcontractor;
d. no fee shall be payable on the basis of costs
itemized under paragraphs 11.0I.A.4. 11.0I.A.S,
and 11.01.B;
e. the amount of credit to be allowed by
CONTRACTOR 10 OWNER for any change which
results in a net decrease in cost will ~1he amount
of the actua1 net decrease in CQ5l.plus actOduction in
CONTRACTOR's fee by an ~ollIlt P Yl. (ive
percent of such net decrease; :aDd' ::0: r"
c. N ..,.-
_ v).
f. when both additions-and credits are"in-
volved in anyone changeL:r,he aciJ!lstmen~ in
CONTRACTOR's fee shall <te'comllllled o,nthe
basis of the net change in +i-dancp.:, with para-
graphs 12.0I.C.2.a through 12.01.fi!a!.e, inclu-
sive.
12.02
Chmzge of C01l1ract Times
A. The Contract Times (or Milestones) may only be
changed by a Change Order or by a Written Amendment.
Any Claim for an adjustment in the Contract Times (or
Milestones) shall be based on written notice submitted by the
party making the claim to the ENGINEER and the other
party to the Contract in accordance with the provisions of
paragraph 10.OS.
B. Any adjustment of the Contract Times (or
Milestones) covered by a Change Order or of any Claim for
an adjustment in the Contract Times (or Milestones) will be
determined in accordance with the provisions of this
Article 12.
12.03 Delays Beyond CONTRACTOR's ConJrol
A. Where CONTRACTOR is prevented from
completing any part of the Work within the ContraCt Times
(or Milestones) due to delay beyond the control of
CONTRACTOR, the Contract Times (or Milestones) will be
extended in an amount equal to the time lost due to such
delay if a Claim is made therefor as provided in paragraph
12.02.A. Delays beyond the control of CONTRACTOR
shall include, but not be limited to, acts or neglect by
OWNER, acts or neglect of utility owners or other
contractors performing other work as contemplated by
00700 - 33
Anicle 7, fires, floods, epidemics, abnonnal weather
conditionS, or acts of God.
12.04 Delays Within CONTRACTOR's Control
A. The Contract Times (or Milestones) will not be
extended due to delays within the control of
CONTRACTOR. Delays attributable, to and within the
control of a Subcontractor or Supplier shall be deemed to be',
delays' within the control of CONTRACTOR.
12.05 Delays Beyond OWNER's and CONTRACTOR's
Control
A. Where CONTRACTOR is prevCDted from complet-
ing any pan of ,the Work within the Contract Times (or
Milestones) .,rue 10 delay beyond the control of both OWNER
and CONTRACTOR, an extension of the Contract Times (or
Milestones) 'in an amount equa1to the time lost due to such
delay sbalJ be CONTRACTOR's sole and exclusive remedy
for such delay.
12.06 Delay Dtll1U1ges
A. 10 no event sbalJ OWNER or ENGINEER be liable
to CONTRACTOR, any Subcontractor, any Supplier, or any
other person or organization, or to any surety for or
employee or agent of any of them, for damages arising out of
or resulting from:
',1>. delays caused by or within the control of CON-
~~OR~Or
:)
. '2; delay$'beyond the control of both OWNER and
CONTRACTOR including but not limited to fires,
fl~ epidemics, abnormal weather conditions, acts of
God. ,or ac,ts {)r neglect by utility owners or other
contra~tors pelformiog other work as contemplated by
Aniele' 7. -'
1....,.
B. ,Nothing in this paragraph 12.06 bars a change in
Contract Price pursuant to this Article 12 to compensate
CONTRACTOR due to delay, interference, or disruption
directly attributable to actions or inactions of OWNER or
anyone for whom OWNER is responsible.
ARTICLE 13 - TESTS AND INSPECTIONS;
CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 Notice of Defects
A. Prompt notice of all defective Work of which
OWNER or ENGINEER has acmal knowledge will be given
to CONTRACTOR. All defective Work may be rejected,
,corrected, or accepted as provided in this Anicle 13. .
13.02 Access to Work
A. OWNER, ENGINEER, ENGINEER's Consultants,
other representatives and personnel of OWNER, independent
testing .laboratories, and governmental, agencies, ,with
jurisdictional' interests will have. access to the Site and the
Work at reasonable times for. their observation, inspecting,
and testing. CONTRACTOR shall provide them proper and
safe conditions for such access and advise them of
CONTRACTOR's Site safety procedures and programs so
that they may comply therewith as applicable.
13.03 Tests and Inspections
A. CONTRACTOR shall give ENGINEER timely
notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and
testing personnel to facilitate required inspections or tests.
B. OWNER shall employ and pay for the services of an
independent testing laboratory to perfonn all inspections,
tests, or approvals required by the Contract Documents
except:
I. for inspections, tests, or approvals covered by
paragraphs 13.03.C and 13.03.D below;
2. that costs incurred in connection with tests or
, inspections conducted pursuant 10 paragraph 13.04.B
, shall be paid as provided in said paragraph 13.04.B; and
3. as otherwise specifically provided in the Con-
tract Documents.
C. If Laws or Regulations of any public body having
jurisdiction require any Work (or pan thereof) specifically to
be inspected, tested, or approved by an employee or other
representative of such public body, CONTRACTOR shall
assume full responsibility for arranging and obtaining such
inspections, tests, or approvals, pay all costs in connection
therewith, and furnish ENGINEER the required cenificates
of inspection or approval.
D. CONTRACTOR shall be responsible for arranging
and obtaining and shall pay all costs in connection with any
inspections, tests, or approvals required for OWNER's and
ENGINEER's acceptance of materials or equipment to be
incorporated in the Work; or acceptance of materials, mix
designs, or equipment submitted for approval prior to
CONTRACTOR's purchase thereof for incorporation in the
Work. Such inspections, tests, or approvals shall be
performed by organizations acceptable to OWNER and
ENGINEER.
00700 - 34
II> ,'0....
E. If any Work (or \he work of others) that is to be
inspecled, tesled, or approved is covered by CONTRACTOR
without written concurrence. of ENGINEER, it must, if
requested by ENGINEER, be Uncovered for observation. .
F. Uncovering Work as provided in paragraph 13.03.E
shall be at CONTRACTOR's ellpense unless CON-
TRACTOR"bas/<.givcD ENGINEER timely notice of
CONTRACTORi'i intention to cover the same and ENGI-
NEER'Iias' not acted with reasonable promptness in response
to such notice.
13.04 Uncovering Work
A. If any Work is covered contrary to the wrinen
request of ENGINEER, it must, if requesled by ENGINEER,
be uncovered for ENGINEER's observation and replaced at
CONTRACTOR's expense.
B. If ENGINEER considers it necessary or advisable
that covered Work be observed by ENGINEER or inspected
or tesled by others, CONTRACTOR, at ENGINEER's
request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as ENGINEER may
require, that portion of the Work in question, furnishing all
necessary labor, material, and equipment. If it is found that
such Work is defective, CONTRACTOR shall pay all
Claims, costs, losses; and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other
dispute resolution costs) arising out of or relating to such
uncovering, exposure, observation, inspection, and testing,
and of satisfactoty replacement or reconstruction (including
but not limited to all costs of repair or replacement of work
of others); and OWNER sba1l be entitled to an appropriate
decrease in the Contract Price. If the parties are unable to
agree as to the amount thereof, OWNER may make a Claim
therefor as provided in paragraph 10.05. If, however, such
Work is not found to be defective, CONTRACTOR shall be
allowed an increase in the Contract Price or an extension of
the Contract Times (or Milestones), or both, directlyattribut-
able to such uncovering, exposure, observation, inspection,
testing, replacement. and reconstruction. If the parties are
unable to agree as to the amount or extent thereof,
CONTRACTOR may make a Claim therefor as provided in
paragraph 10.05.
13.05 OWNER May Stop the Work
A. If the Work is defective, or CONTRACTOR fails to
supply sufficient slcilled workers or suitable materials or
equipment, or fails to perform the Work in such a way that
the completed Work will conform to the Contract
Documents, OWNER may order CONTRACTOR to stop the
Work, or any portion thereof, until the cause for such order
has been eliminated; however, this right of OWNER to stop
the Work shall not give rise to any duty on the part of
OWNER to exercise this right for the benefit of
CONTRACTOR, any Subcontractor, any Supplier,' any other
individual or entity, or any surety for, or employee or agent
of any of them.
13.06 Correction or Removal of Defective Work
A. CONTRACTOR shall correct all defective Work,
whether or not fabricated, installed, or completed, or, if the
Work has been rejected by ENGINEER, remove it from the
Project and replace it with Work that is not defective.
CONTRACTOR sba1l pay all Claims, costs, losses, and
damages (including but not limited to all.!ees ~harges of
engineers, architects, attorneys, and o~rprof~ionals and
all court or arbitration or other disJliffi.f tes~ion .td~ts)
arising out of or relating to such ~ei:tio~ r~al
(including but not limited to all costs ofJ'.epair oheplacement
of work of others). -' ~ -0 .
:.r :x
0>
13.07 Correction Period ;::' ~
l-' b
A. If within one year after the date o~Subs!Jl11tial
Completion or such longer period of time as may be
prescribed by Laws or Regulations or by the terms of any
applicable special guarantee required by the Contract
Documents or by any specific provision of the Contract
Documents, any Work is found to be defective, or if the
repair of any damages to the land or areas made available for
CONTRACTOR's use by OWNER or permitted by Laws and
Regulations as contemplated in paragraph 6.II.A is found to
be defective, CONTRACTOR shall promptly, without cost
to OWNER and in accordance with OWNER's written
instructions: (i) repair such defective land or areas, or (Ii)
correct such defective Work or, if the defective Work has
been rejected by OWNER, remove it from the Project and
replace it with Work that is not defective, and (iii) satisfac-
torily correct or repair or remove and replace any datnage to
other Work, to the work of others or other land or areas
resulting therefrom. If CONTRACTOR does not promptly
comply with the terms of such instructions, or in an
emergency where delay would cause serious risk of loss or
damage, OWNER may have the defective Work corrected or
repaired or may have the rejected Work removed and
replaced, and all Claims, costs, losses, and damages
(including but not limited to all fees and charges of
engineers, architects, anorneys, and other professionals and
all court or arbitration or other dispute reso!ution:'costs)
arising out of or relating to such correction or repair or such
removal and replacement (including but not limited to all
costs of repair or replacement of work of others) will be paid
by CONTRACTOR.
B. In special circumstances where a particular item of
equipment is placed in continuous service befn-- Substantial
Completion of all the Work, the correction period for that
00700 . 3S
..
item may start to run from";~ earlier date if so provided in
the Specifications or by Written Amendment.
C. Where defective Work (and damage to other Work
resulting therefrom) has been corrected or removed and
replaced under this paragraph 13.07, the correction period
hereunder with respect to such Work will be extended for an
additional period of one year after such correction or removal
and ~Iacement has been satisfactorily completed.
D.. CONTRACTOR's obligations under this paragraph
13.07 are in addition to any other obligation or warranty.
The provisions of this paragraph 13.07 shall nOl be construed
as a substitute for or a waiver of the provisions of any
applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
A. If, instead of requiring correction or removal and
replacement of defective Work, OWNER (and, prior to
ENGINEER's recommendation of fmal payment,
ENGINEER) prefers to accept it, OWNER may do. so.
CONTRACTOR shall pay all Claims, costs, losses, and
damages (mcluding but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and
all court or arbitration or other dispute resolution costs)
attributable to OWNER's evaluation of and determination to
accept such defective Work. (such costs to be approved by
ENGINEER as to reasonableness) and the diminished value
of the Work to the extent not otherwise paid by
CONTRA~tpR p\ll:$1W1t to this sentence. If any such
acceptance ~ prlOf to ENGINEER's recommendation of
final paymept. a Chaft.ge Order wiII be issued incorporating
the necessaij. revisions in the Contract Documents with
respect to ~,Worki-1md OWNER shall be entitled to an
appropriate decrease:::~ the Contract Price, reflecting the
diminished ,,!i1ue 9f Work so accepted. If the panies are
unable to agree: as to tIId. amount thereof, OWNER may make
a Claim the~r as provided in paragraph 10.05. If the
acceptance occurs after such recommendation, an appropriate
amount wi1\ be paid by CONTRACTOR to OWNER.
13.09 OWNER May Correct Defective Work
A. If CONTRACTOR fails within a reasonable time
after written notice from ENGINEER to correct defective
Work or to remove and replace rejected Work as required by
ENGINEER in accordance with paragraph 13.06.A, or if
CONTRACTOR fails to perform the Work in accordance
with the Contract Documents, or if CONTRACTOR fails to
comply with any other provision of the Contract Documents,
OWNER may, after seven days written notice to
CONTRACTOR, correct and remedy any such deficiency.
B. In exercising the rights and remedies under this
paragraph, OWNER shall proceed expeditiously. In
connection with such corrective and remedial action,
OWNER may exclude CONTRACTOR from all or pan of
the Site, take possession of all or part of thtrWorlrand "
suspend CONTRACTOR's services related thereto; take
possession of CONTRACTOR's tools, appliances, con-
struction equipment and machinety at the Site, and incorpo-
rate in the Work all materials and equipment stored at the
Site or for' which' OWNER his paid CONTRACTOR but
which are stored elsewhere. CONTRACTOR shall allow
OWNER, OWNER's representatives, agents and employees,
OWNER's other contractors, and ENGINEER and
ENGINEER's Consultants access to the Site to enable
OWNER to exercise the rights and remedies under this
paragraph.
C. All Claims, COSlS, losses, and damages (including
but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or
arbitration or other dispute resolution costs) incurred or
sustained by OWNER in exercising the righlS aDd remedies
under this paragraph 13.09 will be charged against CON-
TRACTOR, and a Change Order wiI1 be issued incorporating
the necessary revisions in the Contract Documents with
respect to the Work; and OWNER shall be entitled to an
appropriate decrease in the Contract Price. If the panics are
Wl3ble to agree as to the amount of the adjustment, OWNER
may make a Claim therefor as provided in paragraph 10.05.
Such claims, costs, losses and damages wiII include but not
be limited to all costs of repair, or replacement of work of
others destroyed or damaged by correction, removal, or
rephcement of CONTRACTOR's defective Work.
D. CONTRACTOR shall not be allowed an extension
of the Contract Times (or Milestones) because of any delay
in the performance of the Work attributable to the exercise by
OWNER of OWNER's rights and remedies under this
paragraph 13,09.
ARTICLE 14 - PAYMENTS TO CONTRACTOR AND
COMPLETION
14.01 Schedule of Values
A. The schedule of values established as provided in
paragraph 2.07.A will serve as the basis for progress
payments and will be incorporated into a form of Ap;>lication
for Payment acceptable to ENGINEER. Progress payments
on account of Unit Price Work will be based on the number
of units completed.
00700 - 36
14.02 Progress Payments
A. Applications/or Payments
1. At least 20 days before the date established for
each progress payment (but not more often than once a
month), CONTRACTOR shall submit to ENGINEER
for, fe,view: ':i :,Application for Payment filled out and
sighed, by' ",CONTRACTOR covering the Work
completed as of the date of the Application and
accompanied by such supporting documentation as is
required by the Contract Documents. If payment is
, requested on tlte basis of materials and equipment not
incorporated in'the Work but delivered and suitably
stored at the Site or at another location agreed to in
writing, the Application for Payment shall also be
accompanied by a bill of sale, invoice, or other docu-
mentation warranting that OWNER has received the
materials and equipment free and clear of all Liens and
evidence that the materials and equipment are covered
by appropriate property insurance or other arrangements
to protect OWNER's interest therein, all of which must
be satisfactory 'to, OWNER.
2. Beginning with the second Application for
Payment, each Application shall include an affidavit of
CONTRACTOR' stating that all previous progress
payments received on account of the Work have been
applied on account to discharge CONTRACTOR's
legitimate obligations associated with prior Applications
for Payment.
:::'
3. Th~.amount of retainage with respect to pro-
gress paym~nts will be as stipulated in the Agreement.
B. Review pI Applications
I. ENGINEER will, within 10 days after receipt of
each Application for Payment, either indicate in writing
a recommendation of payment and present the
Appli~ation. to OWNER or return the Application to
CONTRACTOR indicating in writing ENGINEER's
reasons for refusing to recommend payment. In the
latter case, CONTRACTOR may make the necessary
corrections and resubmit the Application.
2. ENGINEER's recommendation of any payment
requested in an Application for Payment will constitute
a representation by ENGINEER to OWNER, based on
ENGINEER's observations on the Site of the executed
Work as an experienced and qualified design profession-
al and on ENGINEER's review of the Application for
Payment and the accompanying data and schedules, that
to the best of ENGINEER's knowledge, information and
belief:
a. the Work has progressed to the point
indicated;
b. the q~ality of the Work is geiierilly -ill :
accordance with the Contract Documents (subject to
an evaluation of the Work as a functioning whole
prior to or upon Substantial Completion, to the
results of any subsequent tests called for in the
Contract Documents, to a fmal determination of
quantities and classifications for Unit Price Work
under paragraph 9.08, and to ~y other
qualifications stated in the reCGIDIIlend!liPn); and
~;::l.~.1 ).;"'" "".'.-",
i> ;;0 "
c. the conditions _, pretelllont .~o~.to
CONTRACTOR's being entitled.to stIeIl payment
appear to have been fulfllle4-::in so ~ as it is
ENGINEER's responsibility t~~Serve1he Work.
:i; - .,.,-.
3. By recommending any sildt pa~nt ENGI-
NEER will not thereby be deemed to have repr~sented
that: (i) inspections made to check the quality or the
quantity of the Work as it has been performed have been
exhaustive, extended to every aspect of the Work in
progress, or involved detailed inspections of the Work
beyond the responsibilities specifically assigned to
ENGINEER in the Contract Documents; or (Ii) that
there may not be other matters or issues between the
parties that might entitle CONTRACTOR to be paid
additionally by OWNER or entitle OWNER to withhold
payment to CONTRACTOR.
4. Neither ENGINEER's review of
CONTRACTOR's Work for the purposes of recom-
mending payments nor ENGINEER's recommendation
of any payment, including fmal payment, will impose
responsibility on ENGINEER to supervise, direct, or
control the Work or for the means, methods, techniques,
sequences, or procedures of constrUction, or the safety
precautions and programs incident thereto, or for CON-
TRACTOR's failure to comply with Laws anil Regu-
lations applicable to CONTRACTOR's performance of
the Work. Additionally, said review or recommendation will not impose responsibility on ENGINEER to make
any examination to ascertain how or for what purposes
CONTRACTOR has used the moneys paid on account of
the Contract Price, or to determine that title to any of
the Work, materials, or equipment hili passed to
OWNER free and clear of any Liens.
5. ENGINEER may refuse to recommend the
whole or any part of any payment if, in ENGINEER's
opinion, it would be incorrect to make the representa-
tions to OWNER referred to in paragraph 14.02.B.2.
ENGINEER may also refuse to recommend any such
payment or, because of subsequently discovered
evidence or the results of subsequent inspections or tests,
00700 - 37
revise or revoke any such payment recommendation
previously made, ~~ such extent as may be necessary in
ENGINEER's opinion to protect OWNER from loss
because:
a. the Work is defective, or completed Work
has been damaged, requiring correction or replace-
ment;
b. the Contract Price has been reduced by
Written Amendment or Change Orden;
c. dWNER has becn required to correct
defective Work or complete Work in accordance
with paragraph 13.09; or
d. ENGINEER has actual knowledge of the
occUircDce df any of the events enumerated in para-
graph 15.02.A.
C. Payment Becomu Due
1. Ten days after presentation of the Application
for Payment to OWNER with ENGINEER's recom-
.meodation, the amount rccomm~ed will (subject to the
provisions of paragraph 14.02.0) become due, and when
due will be paid by OWNER to CONTRACTOR.
D. Reduction in Payment
\.., OWNi;R may refuse to make payment of the
full amount recommended by ENGINEER because:
.,
.:.a. c1~[m. have been made against OWNER on
aCCount of CONTRACTOR's performance or fur-
nishing of thC Work;
,~ '_J ,~
b. LienS have been filed in connection with the
Wciti, exceprwhere CONTRACTOR has delivered
a s~ific Bond satisfactory to OWNER to secure
the satisfaction and discharge of such Liens;
c. there are other items entitling OWKER to
a set-off against the amount recommended; or
d. OWNER has actual knowledge of the occur-
rence of any of the events enumerated in paragraphs
14.02.B.5.a through 14.02.B.S.c. or paragraph
IS.02.A.
2. If OWNER refuses to make payment of the full
amount recommended by ENGINEER, OWNER must
give CONTRACTOR immediate written notice (with a
copy to ENGINEER) stating the reasons for such action
and promptly pay CONTRACTOR any amount
remaining after deduction of the amount so withheld.
00700 - 38
OWNER shall promptly pay CONTRACTOR the
amount so withheld, or any adjustment thereto agreed to
by OWNER and CONTRACTOR, when CONTRAC-
TOR corrects to OWNER's satisfaction.thcneasollSfor
such action.
3. If it is subsequently determined that OWNER's
refusal of payment was not justified, the amount
wrongfully withheld shall be treated as an amount due as
determined by paragraph 14.02.C.1.
14.03 CONTRACTOR's WaTTanty o/77rle
A. CONTRACTOR warrants and guarantees wttitle
to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project
or not, will pass to OWNER no later than the time of
payment free and clear of all Liens.
14.04 Substantial Completion
A. Whell CONTRACTOR considen the entire Work
ready for its intended use CONTRACTOR shall notify
OWNER and ENGINEER in writing that the entire Work is
substantially complete (except for items specifically listed by
CONTRACTOR as incomplete) and request Wt ENGINEER
issue a certificate of Substantial Completion. Promptly
thereafter, OWNER,. CONTRACTOR, and ENGl1'!EER
shall make an inspection of the Work to determine the status
of completion. If ENGINEER does not consider the Work
substantially complete, ENGINEER will notify
CONTRACTOR in writing giving the reasons therefor. If
ENGINEER considers the Work substantially complete,
ENGINEER will prepare and deliver to OWNER a tentative
certificate of Substantial Completion which shall fix the date
of Substantial Completion. There shall be attached to the
cenificate a tentative list of items to be completed or
corrected before final payment. OWNER shall have seven
days after receipt of the tentativecenificate during which to
.make written objection to ENGINEER as to any provisions
of the certificate or attached list. If, after considering such
objections, ENGINEER concludes that the Work is not
substantially complete, ENGINEER will within 14 days after
submission of the tentative certificate to OWNER notify
CONTRACTOR in writing, stating the reasons therefor. If,
after consideration of OWNER's objections, ENGINEER
considen the Work substantially complete, ENGINEER will
within said 14 days execute and deliver to OWNER and
CONTRACTOR a defmitive cenificate of Substantial
Completion (with a revised tentative list of items to be
completed or corrected) reflecting such changes from the
tentative certificate as ENGINEER believes justified after
consideration of any objections from OWNER. At the time
of delivery of the tentative certificate of Substantial Comple-
tion ENGIr."EER will deliver to OWNER and CONTRAC-
TOR a wrincn recommendation as to division of responsibili-
ties pending fmal payment between OWNER and
CONTRACTOR with respect to security, operation, safety,
and protection of the Work, maintenance, beat, ,.utilities,
insurance, and warranties and guarantees. Unless OWNER
and CONTRACTOR agree otherwise in writing and so
inform ENGINJ;ER in writing prior to ENGINEER's issuing
the definitive', certificate of Substantial Completion,
ENGINEER's 'If'oresaid recommendation will be binding on
OWNER and c;.9NTRACTOR until fmal payment.
"..
B. OWNER sball have the right to exclude'
CONTRACTOR'from the Site after the date of Substantial
Completion, but OWNER shall allow CONTRACTOR
reasonable access to complete or correct items on the
tentative list.
14.05 Partial Utilization
A. Use by OWNER at OWNER's option of any
substantially completed part of the Work which bas
specifically been identified in the Contract Documents, or
which OWNER, ENGINEER, and CONTRACTOR agree
constitutes a separately functioning and usable part of the
Work that can be used by OWNER for its intended purpose
without significant interference, with CONTRACTOR's
performance of the remainder of the Work, may be
accomplished prior to Substantia1 Completion of all the Work
subject to the following conditions.
1. OWNER at any time may request CON-
TRACTOR in writing to permit OWNER to use any
such part of the Work which OWNER believes to be
ready for j~ intended use and substantially complete. If
CONTRA~TOR agrees that such part of the Work is
substantiaIl'y complete, CONTRACTOR will certify to
OWNER and ENGINEER that such part of the Work is
substantially complete and request ENGINEER to issue
a certificate of Substantial Completion for that part of
the Work. CONTRACTOR at any time may notify
OWNER and ENGINEER in writing that
CONTRACTOR considers any such part of the Work
ready' for itS intended use and substantially complete and
request ENGINEER to issue a certificate of Substantial
Completion for that part of the Work. Within a
reasonable time after either such request, OWNER,
CONTRACTOR, and ENGINEER sball make an
inspection of that part of the Work to determine its status
of completion. If ENGINEER docs not consider that
part of the Work to be substantially complete,
ENGINEER will notify OWNER and CONTRACTOR
in writing giving the reasons therefor. If ENGINEER
considers that part of the Work to be substantially
complete, the provisions of paragraph 14.04 will apply
with respcctto certification of Substantial Completion of
that part of the Work and the division of responsibility
in respect thereof and access thereto.
2. No occupancy or separate operation of part of
the Work may occur prior to compliance with the
" requirements ,o( paragraph 5.10 regar9in8::-P(0~rty,
insurance.
:
14.06 Final Inspection
A. Upon written notice from CONTRACTOR that the
entire Work or an agreed portion thereof is complete,
ENGINEER will promptly make a fmal inspection with
OWNER, and CONTRACTO~ ane!- will ~ify CON.
TRACTOR in writing of all particulars iR;-which this
inspection reveals that the Work is ~IC1~ de~!ive.
CONTRACTOR sball immediately ~~ ~'1I5 are
necessary to complete such Wort, . ,or femedy' 'such
deficiencies. . " . -u
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14.07
Final Payment
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A. ApplicaJionfor Payment
1. After CONTRACTOR has, in lIle opinion of
ENGINEER, satisfactorily completed a1~' corrections
identified during the fmal inspection and &s delivered,
in accordance with the Contract Documents, all main-
tenance and operating instructions, schedules, guaran-
tees, Bonds, certificates or other evidence of insurance
certificates of inspection. marked-up record documents
(as provided in paragraph 6.12), and other documents,
CONTRACTOR may malee application for final
payment fol1owing the procedure for progress payments.
2. The fmal Application for Payment shall be
accompanied (except as previously delivered) by: (i) all
documentation called for in the Contract Documents,
including but not limited to the evidence of insurance
required by subparagraph S.04.B.7; (ii) consent of the
surety, if any, to fmal payment; and (iii) complete and
legally effective releases or waivers (satisfactory to
OWNER) of all Lien rights arising out of or Liens filed
in connection with the Work.
3. In lieu of the releases or waivers of Liens
specified in paragraph 14.07.A.2 and as approved by
OWNER, CONTRACTOR may furnish receipts or
releases in full and an affidavit of CONTRACTOR that:
(i) the releases and receipts include all labor , services,
material, and equipment for which a Lieneould be filed;
and (ii) all payrol1s, material and equipment bills, and
other indebtedness connected with the Work for which
OWNER or OWNER's property might in any way be
responsible have been paid or otherwise satisfied. If any
Subcontractor or Supplier fails to furnish such a release
or receipt in full, CONTRACTOR may furnish a Bond
or other collateral satisfactory to OWNER to indemnify
OWNER against any Lien.
00700 - 39
B. Review 01 Application and Acceptance
I. If, on the basis of ENGINEER's observation of
the Work during coDstruction and final inspection, and
ENGINEER's review of the fmal Application for
Payment and accompanying documentation as required
by the Contract Documents, ENGINEER is satisfied that
the Work has been completed and CONTRACTOR's
other obligations under the Contract Documents have
been fulfilled, ENGINEER will, within ten days after
receipt 'of the finaJ Application for Payment, indicate in
writing ENGINEER's recommendation of payment and
presenl the Application for Payment to OWNER for pay-
ment. At the same time ENGINEER will also give
written notice to OWNER and CONTRACTOR that the
Work is acce~table subject to the provisions of
paragraph 14.09. Otherwise, ENGINEER will return
the Applicatiotl for Payment to CONTRACTOR,
indicating in writing the rC8S0ns for refusing to
recommend fmal payment, in which case CON-
TRACTOR shaJJ make the necessary corrections and
resubmit the Application for Payment.
C. 1i'aymenl Becomes Due
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f.. 'I1tirt)I~ys after the presentation to OWNER of
the Applicatloll for Payment and accompanying doeu-
L,~ .
mentauon, th~ount recommended by ENGINEER
will ~me duil and, when due, will be paid by OWN-
ER t9CONTRACTOR.
.,.,._ I
14.08 Final Completion Delayed
,.:;'\
A. If, through no fault of CONTRACTOR, fmal
completion of the Work Is significantly delayed, and if
ENGINEER so confirms, OWNER shaJJ, upon receipt of
CONTRACTOR's finaJ Application for Payment and
recommendation of ENGINEER, and without terminating the
Agreement, make payment of the balance due for that portion
of the Work fuJJy completed and accepted. If the remaining
balance to be held by OWl\'ER for Work nol fuJJy completed
or corrected is less than the retainage stipulated in the
Agreement, and if Bonds have been furnished as required in
paragraph 5.01, the wriucn consent of the surety to the
payment of the balance due for that portion of the Work fuJJy
completed and accepted !haJJ be submitted by CON-
TRACTOR to ENGINEER with the Application for such
payment. Such payment shaJJ be made under the terms a.~d
conditions governing finaJ payment, except that it shall not
constitute a waiver of Claims.
14.09 Waiver 01 Claims
A. The making and acceptance of fmal payment will
constitute:
00700 - 40
1. a waiver of all Claims by OWNER against
CONTRACTOR, except Claims arising from unacttJed
Liens, from- defective Work appcaring--after-finaJ
inspection pursuant to paragraph 14.06, from faJJure to
comply with the Contract Documents or the terms of my
special guarantees specified therein, or from
CONTRACTOR's continuing obligations under the
Contract Documents; and
2. a waiver of all Claims by CONTRACTOR
against OWNER other than those previously made in
writing which are still unsettled.
ARTICLE IS - SUSPENSION OF WORK AND
TERMINATION
IS.OI OWNER May Suspend Wolt
A. At any time and without cause, OWNER may
suspend the Work or any portion thereof for a period of not
more than 90 consecutive days by notice in writing to CON-
TRACTOR and ENGINEER which will fix the date on which
Work will be resumed. CONTRACTOR shaJJ resume the
Work on tll~ dare so fixed. CONTRACTOR shaJJ be aJJowed
an adjustment in the Contract Price or an extension of the
Contract Times, or both, directly attributable to any such
suspension if CONTRACTOR makes a Claim therefor as
provided in paragraph 10.05.
15.0: OWNER May TermilUl/elor Cause
A. The occurrence of any one or more of the following
events will justify termination for cause:
I. CONTRACTOR's persistent failure to perform
the Work in accordance with the Contract Documents
(including, but not limited to, failure to supply sufficient
skilled workers or suitable materials or equipment or
failure to adhere to the progress schedule established
under paragraph 2.07 as adjusted from time to time
pursuant to paragraph 6.04);
2. CONTRACTOR's disregard of Laws or
Regulations of any public body having jurisdiction;
3. CONTRACTOR's disregard of the authority of
ENGINEER; or
4. CONTRACTOR's violation in any substantial
way of any provisions of the Contract Documents.
B. If one or more of the events identified in paragraph
IS.02.A occur, OWNER may, after giving CONTRACTOR
(and the surety, if any) seven days written notice, terminate
.
. -
the services of CONTRACTOR, exclude CONTRACTOR
from the Sile, and take possession of the Work and of all
CONTRACTOR's lools, appliances, construction equipment,
and machinery at lb9.Site, and use the same to the full extent
they could be used by CONTRACTOR (without liability to
CONTRACTOR for trespass or conversion), incorporate in
Ihe Work all materials and equipment stored atlhe Site or for
which OWNER!ll\S paid CONTRACTOR but which are
, stored elsewhere,:,and fmish the Work as OWNER may deem
expedient', In Sy~h case, CONTRACTOR shall not be
entitled to receive any furlber payment until Ihe Work is
finished. If Ihe unpaid balance of the Contract Price exceeds
all claims, costs, !psses, and damages (including but not
limited to all fees and charges of engineers, architects,
attorneys, and olher professionals and all court or arbitration
or olher dispute resolution costs) sustained by OWNER
arising out of or relating to completing Ihe Work, such excess
wUl be paid to CONTRACTOR. If such claims, costs,
losses, and damages exceed such unpaid balance,
CONTRACTOR shall pay Ihe difference to OWNER. Such
claims, costs, losses, and damages incurred by OWNER wUl
be reviewed by ENGINEER as to Iheir reasonableness and,
when so approved by ENGINEER, incorporated in a Change
Order. When exercising any rights or remedies under this
paragraph OWNER shall not be required to obtain Ihe lowest
price for the Work performed.
C. Where CONTRACTOR's services have been so
terminated by OwNER, the termination wUl not affect any
rights or remedies of OWNER against CONTRACTOR Ihen
existing or which may Ihereafter accrue. Any retention or
payment of moneys due CONTRACTOR by OWNER wUl
not release CONTRACTOR from liability.
t
15.03 OWNER May Terminate For Convenience
A. Upon seven days written notice to CONTRACTOR
and ENGINEER, OWNER may, without cause and wilhout
prejudice to any other right or remedy of OWNER, elect to
terminate the Conb'aCl. In such case, CONTRACTOR shall
be paid (without .duplication of any items):
1. for completed and acceptable Work executed in
accordance with the Contract Documents prior to the
effective date of termination, including fair and
reasonable sums for overhead and profit on such Work;
2. for expenses sustained prior to the effective date
of termination in performing services and furnishing
labor, materials, or equipment as required by the
Contract Documents in connection with uncompleted
Work, plus fair and reasonable sums for overhead and
profit on such expenses;
3. for all claims, costs, losses, and damages
(including but not limited to all fees and charges of
.
engineers, architects, anomeys, and other professionals
and all court or arbitration or other dispute resolution
'. costs) incurred in settlement of terminated'contracts:
with Subcontractors, Suppliers, and others; and
4, for reasonable expenses directly attributable to
termination.
B. CONTRACTOR shall not be paid on account of loss
of anticipated profits or revenue or other economic loss
arising out of or resulting from such termination.
15.04 CONTRACTOR May Stop Work or Terminate
A. If, through no act or fault of CONTRACTOR, the
Work is suspended for more than 90 consecutive days by
OWNER or under an order of court or other public authority,
or ENGINEER fails to act on any Application for Payment
within 30 days after it is submitted, or OWNER fails for 30
days to pay CONTRACTOR any sum fma11y determined to
be due, then CONTRACTOR may, upon seven days written
notice to OWNER and ENGINEER, and provided OWNER
or ENGINEER do not remedy such suspensio!j or failure
within that time, terminate the Contract and reCover from
OWNER payment on the same terms as provided in
paragraph 15.03. In lieu of terminating the Contract and
without prejudice to any other right or remedy, if ENGI-
NEER has failed to act on an Application for Payment within
30 days after it is submitted, or OWNER has failed for 30
days to pay CONTRACTOR any sum fma11y determined to
be due, CONTRACTOR may, seven days after written notice
to OWNER and ENGINEER, stop the Work until payment
is made of all such amounts due CONTRACTOR, including
interest thereon. The provisions of this paragraph 15.04 are
not intended to preclude CONTRACTOR from making a
Claim under paragraph 10.05 for an adjustment in Contract
Price or Contract Times or otherwise for expenses or damage
directly attributable to CONTRACTOR's stopping the Work
as permined by this paragraph. ~o
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ARTICLE 16 - DISPUTE RESOLtm'lON
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16.01 Methods and Procedures c>:
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A. Dispute resolution methoofand pr1id1lres, if any,
shall be as set forth in the Supplementary Coiiditions. If no
method and procedure has been set forth, and s~bject to the
provisions of paragraphs 9.09 and 10.05, OWNER and
CONTRACTOR may exercise such rights or remedies as
eilher may otherwise have under the Contract Documents or
by Laws or Regulations in respect of any dispute.
00700 - 41
ARTICLB 17-.MISCBLLANBOUS
17.01 GMng Notice
--.--- -
- ------- - -
A. Wbenever any provision of the Contract Documents
requires the giving of written notice, it will be deemed to
have been validly given if delivered in person to the
individual or to a member of the fInD or to an officer of the
corporation for whom it is intended, or if delivered at or sent
by registered or certified mail, postage prepaid, to the last
business address known to the giver of the notice.
17.02 Computalion of Ti1Tll!s
A; Wben any period of time is referred to in the
Contract DoCinnents by days, it will be computed to exclude
the fust and include the last day of such period. If the last
day of any such period falls on a Saturday or Sunday or on
a day made a legal holiday by the law of the applicable
jurisdiction, such day will be omitted from the computation.
17.03 Cunwlalive Remedies
A. The duties and obligations imposed by these General
Conditions and the rights and remedies available hereunder
to the parties hereto are in addition to, and arc not to be
construed in any way as a limitation of, any rights and
remedies available to any or aU of them which are otherwise
imposed or available by Laws or Regulations, by special
warranty or guarantee, or by other provisions of the Contract
Documents, and the provisions of this paragraph will be as
effcctive as if repeated specifically in the Contract
Documents in connection with each particular duty,
obligation, right, and remedy to which they apply.
17.04 Survival of Obligalions
A. All representations, indemnifications, warranties,
and guarantees made in, required by, or given in accordance
wlth the CC'ntract Documents, as well as all continuing
obligations ;::.diCated in the Contract Documents, will survive
final payment, completion, and acceptance of the Work or
termination or completion of the Agreement.
17.05 Controlling LaW
A. 'IW4 Contrast is to be governed by the law of the
state in whi~h the Pi'Oject is located.
G._
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00700 - 42
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 00800
SUPPLEMENTARY GENERAL CONDITIONS
GENERAL. These supplementary General Conditions make additions, deletions, or revisions to
the General Conditions as indicated herein. All provisions which are not so amEUided or
supplemental remain in full force and effect. Terms used in these Supplel1!l:lntary$eneral
Conditions whi.~ are defined in the General Conditions have the meanings assig~:.to th~ inil1~
General Conditions. -.. N .~.~
.. ~ (.,.)
SGC-1 DEFINITIONS.
. '
-'"
:4
Add the following definitions to Article 1:
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Conflict. A case where an item of work is shown or specified differently in two or
more places in the Contract Documents. An item of work shown in one portion of
the Contract Documents but not in another is not a conflict.
_.,1"'
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--
Enaineer. The ENGINEER for this Project is the City of Iowa City's director of
Public Works or his authorized representative hereinafter called ENGINEER and
who is to act as OWNER'S representative, assume all duties and responsibilities,
and have the right and authority assigned to ENGINEER in the Contract Documents
in connection with completion of the Work in accordance with the Contract
Documents. The Project has been designed by Howard R. Green Company who is
hereinafter called ENGINEER'S Consultant.
Furnish. To deliver to the job site or other specified location any item, equipment
or material or labor.
Holidavs. Legal holidays designated by the state or specifically identified in CITY
HOLIDAYS in this Section.
Insoect. The act of observing, checking, or verifying that materials provided or
Work furnished under this Contract comply with the general intent of the project
Contract Documents.
Install. Placing, erecting, or constructing complete in place any item, equipment,
or material.
Provide. Furnish and install, complete in place.
Punch List. List of incomplete items of work and of items of work which are not in
conformance with the Contract. The list will be prepared by the Engineer's
representative when the Contractor (1) notifies the Engineer's representative in
writing that the work has been completed in accordance with the contract and (2)
requests in writing that the Owner accept the work.
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
"Owner". or "City" means the City of Iowa City, Iowa acting through the City Council
and duly authorized agents.
l"j
Shall. Refers to actions by either the Contractor or the Owner and means the
Contractor or Owner has entered into a covenant with the other party to do or
perform the action.
l...;_
.' Submittals. The information which is specified for submission to the Engineer in
- accordance with Division 1 of the Project Manual.
~ Substantial Completion. Sufficient completion of the project or the portion thereof
to permit utilization of the project, or portion thereof for its intended purpose.
;C') Substantial completion requires not only that the work be sufficiently completed to
permit utilization, but that the Owner can effectively utilize the substantially
completed work. Detemnination of substantial completion is solely at the discretion
of the Owner. Substantial completion does not mean complete in accordance with
the Contract nor shall substantial completion of all or any part of the project entitle
the Contractor to acceptance under the Contract.
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SGC-2.02 COPIES OF DOCUMENTS. The Owner shall furnish to the Contractor five (5) copies
of the Contract Documents. Additional quantities of the Contract Documents will be furnished at
reproduction cost plus a handling fee.
CITY HOLIDAYS. For general scheduling information, in the City of Iowa City, holidays occur on
the first day of January, commonly known as New Year's Day; the third Monday in January, known
as Martin Luther King Day; the third Monday in February, known as President's Day; the last
Monday in May, known as Memorial Day; the Fourth day of July, known as Independence Day; the
first Monday in September, known as Labor Day; the eleventh day of November, known as
Veteran's Day; the fourth Thursday in November, known as Thanksgiving Day; and the twenty-fifth
day in December, known as Christmas Day.
When an official holiday falls on Sunday, the following Monday shall be designated as a substitute
holiday, and observed as an official holiday. When an official holiday falls on a Saturday, the
preceding Friday shall be designated as a substitute holiday, and observed as an official holiday.
Except for such work as may be required to properly maintain lights and barricades, no work will
be permitted on Sundays or legal holidays without specific permission of the Owner/Engineer.
SGC-3.01.A CONTRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS).
For all contracts and subcontracts of $25,000 or more, the Contractor and all affected
Subcontractors shall abide by the requirements of the City's Contract Compliance Program, which
is included with these Specifications beginning on page CC-1.
SGC-3.01.B RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL AID PROJECTS.
The Contractor awarded the project together with all Subcontractors shall be required to complete
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 2
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
the form included with these specifications (and entitled the same as this section) and si@nit it to
the Engineer before work can begin on the project. -c ~
SGC-4.02 REPORTS OF PHYSICAL CONDITIONS. In the preparation ~(the pmtr!JCj
Documents, the Engineer has relied upon: )>.- ~ ""
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1. Phase II Cultural Resources Investigation of the Coralville Dam on the 10~Riv~
February 1997. :..: r :;;:
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The above document is on file at: Engineering Division, 410 E. Washington Stre~,~low~ity, IA
52240.
SGC-5.01 BONDS. The Contractor shall fumish a satisfactory Performance Bond in the amount
of 100 percent of the Contract Price and a satisfactory Payment Bond in the amount of 100 percent
of the Contract Price as security for the faithful performance and payment of all the Contractor
obligations under the Contract Documents.
SGC-5.04 INSURANCE. The limits of liability for the insurance required by Paragraph 5.04 of the
General Conditions shall provide coverage for not less than the following amounts or greater where
required by Laws and Regulations:
A. CERTIFICATE OF INSURANCE: CANCELLATION OR MODIFICATION
1. Before commencing work, the Contractor shall submit to the City for approval of a
Certificate of Insurance, meeting the requirements specified herein, to be in effect
for the full contract period. The name, address and phone number of the insurance
company and agent must accompany the certificate.
2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior
to any change or cancellation of said policy or policies.
3. Cancellation or modification of said policy or policies shall be considered just cause
for the City of Iowa City to immediately cancel the contract and/or to halt work on
the contract, and to withhold payment for any work performed on the contract.
B. MINIMUM COVERAGE
Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities
under this contract shall include contractual liability coverage, and shall be in the following type and
minimum amounts:
Tvoe of Coveraae
a. Comprehensive General Liability
(1) Bodily Injury
(2) Property Damage
Each Occurrence
$500,000
Aaareaate
$1,000,000
$ 250,000
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
b. Motor Vehicle Liability &
Property Damage Insurance
(1) Bodily Injury
(2) Property Damage
Per Person
$500,000
Per Accident
$500,000
$250,000
c. Workers' Compensation Insurance as required by Chapter 85, Code of Iowa.
Verify coverage amounts with the Risk Manager, City of Iowa City, 319-356-5053.
In addition, the Contractor shall be required to comply with the following provisions with respect to
insurance coverage:
1. The entire amount of Contractor's liability insurance policy coverage limits, identified
in the policy and on the Certificate of Insurance, must, under the policy, be available
to pay damages for which the insured Contractor becomes liable, or for which the
insured assumes liability under the indemnity agreement herein contained, and such
coverage amount shall not be subject to reduction or set off by virtue of
investigation or defense costs incurred by Contractor's insurer.
2. The entire amount of the Contractor's liability insurance policy coverage limits shall
be payable by the Contractor's insurer, with no deductible to be paid by, or self-
insured retention to be attributed to, the Contractor unless this requirement is
waived by the City. Contractor's Certificate of Insurance must set forth the nature
and amount of any such deductible or self-insured retention.
3. If Contractor's liability insurance coverage is subject to any special exclusions or
limitations not common to the type of coverage being provided, such exclusions or
limitations shall be noted on the Certificate of Insurance.
4.
The City prefers that Contractor provide it with "occurrence form" liability insurance
coverage. If Contractor can only provide "claims-made" insurance coverage, then
the Contractor must comply with the following requirements:
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If the Contractor changes insurance carriers, or if Contractor's insurance
coverage is canceled, during the contract period or within two years after
completion of the Contract and City's acceptance of the Work, Contractor
agrees to immediately notify the City of such event.
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If Contractor's insurance is canceled or is allowed to lapse during said period,
Contractor shall be required to obtain replacement insurance coverage to fulfill
its obligation hereunder.
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c. If, during said period, Contractor voluntarily changes insurance carriers or is
required to obtain replacement coverage from another carrier, Contractor shall
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
either (1) purchase "tail" coverage from its first carrier effective for a minimum
of two years after inception thereof, or (2) purchase "prior acts' insurance
coverage from its new carrier, covering prior acts during the period of this
Contract from and after its inception.
d. "Tail" or "prior acts" coverage so provided shall have the same coverage, with
the same limits, as the insurance specified in this Contract, and shall not be
subject to any further limitations or exclusions, or have a higher deductible or
self-insured retention than the insurance which it replaces.
5. The City reserves the right to waive any of the insurance requirements herein
provided. The City also reserves the right to reject Contractor's insurance if not in
compliance with the requirements herein provided, and on that basis to either award
the contract to the next low bidder, or declare a default and seek specific
performance or termination, as the case may be.
6. In the event that any of the policies of insurance or insurance coverage identified
on Contractor's Certificate of Insurance are canceled or modified, or in the event
that Contractor incurs liability losses, either due to activities under this Contract, or
due to other activities not under this Contract but covered by the same insurance,
and such losses exhaust the aggregate limits of Contractor's liability insurance, then
in that event the City may in its discretion either suspend Contractor's oper.iltions
or activities under this Contract, or terminate this Contract, and witID'Jold payment
for work performed on the Contract. ~: c i7
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7. In the event that any of the policies or insurance coverage identifiecfu'ri co~ctor:;;'
Certificate of Insurance are canceled or modified, then in that evenflhe <::;4y may
in its discretion either suspend Contractor's operations or acti~~~ uAtier this
Contract, or terminate this Contract, and withhold payment for w~::perfar.med on
the Contract. );; 0
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C. HOLD HARMLESS: ENDORSEMENT REQUIRED
1. The Contractor shall indemnify, defend and hold harmless the City of Iowa City and
its officers, employees, and agents from any and all liability, loss, cost, damage, and
expense (including reasonable attorney's fees and court costs) resulting from,
arising out of, or incurred by reason of any claims, actions, or suits based upon or
alleging bodily injury, including death, or property damage rising out of or resulting
from the Contractor's operations under this Contract, whether such operations be
by himself or herself or by any Subcontractor or by anyone directly or indirectly
employed by either of them.
2. It is further speCifically stipulated that the Contractor's insurance coverage shall
include an endorsement that, with regard to Contractor's insurance coverage, the
Contractor shall never assert any claim against the City, its officers or employees,
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 5
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
arising in any way from this Agreement.
3. Contractor is not, and shall not be deemed to be, an agent or employee of the City
of Iowa City, Iowa.
GC-5.06. 5.07. AND 5.08 PROPERTY INSURANCE. WAIVER OF RIGHTS. RECEIPT AND
APPLICATION OF INSURANCE PROCEEDS.
Delete paragraphs 5.06, 5.07, and 5.08 of the General Conditions in their entirety and add the
following in lieu thereof:
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SGC-5.06 PROPERTY INSURANCE. Contractor shall secure all-risk type of
builders risk insurance covering work performed under the contract and materials,
equipment or other items to be incorporated therein, while the same are located at
the construction site, stored off site, or at the place of manufacture. The policy shall
cover not less than losses due to fire, flood, explosion, hail, lightning, vandalism,
malicious mischief, wind, collapse, riot, aircraft, and smoke until the date of final
acceptance of the Work. The policy may exclude loss or damage caused by or
resulting from errors in design or from the use of substandard materials or supplies
used knowingly by or at the direction of the insured, but not excluding results,
physical loss, or damage to other property covered hereunder. Neither exclusion
$ha~ apply in the event of fire, explosion, or acts of God.
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The maximum deductible allowable under this policy shall be $100,000. The
policies providing this insurance shall name the Owner, Contractor, Subcontractor,
. Engineer and their subconsultants as additional insureds as their respective
interests shall appear. The making of progress payments to the Contractor shall not
be construed as creating an insurable interest by or for the Owner or being
construed as relieving the Contractor or his Subcontractors of responsibility for loss
or direct physical loss, damage or destruction occurring prior to final acceptance.
SGC-6.01 SUPERVISION BY CONTRACTOR. Add the following paragraph to 6.01 of the General
Conditions:
The Contractor or competent Superintendent must be on the Project when construction
activities are taking place. The Superintendent shall supervise, direct, and control the
contractor's operations, personnel, work and the Subcontractor's operations. The
Contractor shall give the Owner and Engineer written notification of the name of the
Superintendent. The Superintendent shall be employed by the General Contractor and shall
be assigned to the project full-time. The Superintendent shall be incidental to mobilization.
A copy of the Drawings and Specifications shall be available on the project site at all times.
Contractor shall maintain a qualified and responsible person available 24 hours per day,
seven days per week to respond to emergencies which may occur after hours. Contractor
shall provide to Engineer the phone number and/or paging service of this individual.
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
-c.
SGC-6.02 LABOR. Add the following to paragraph 6.02 of the General Conditiqgf:
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EMPLOYMENT PRACTICES
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Neither the Contractor nor his/her Subcontractors, shall employ any person whose physical or
mental condition is such that his/her employment will endanger the health and safety of themselves
or others employed on the project.
Contractor shall not commit any of the following employment practices and agrees to include the
following clauses in any subcontracts:
To discharge from employment or refuse to hire any individual because of sex, race, color,
religion, national origin, sexual orientation, marital status, age, or disability unless such
disability is related to the job performance of such person or employee.
To discriminate against any individual in terms, conditions, or privileges of employment
because of sex, race, color, religion, national origin, sexual orientation, gender identity,
marital status, age or disability unless such disability is related to job performance of such
person or employee.
SGC-6.06 SUBCONTRACT LIMITATIONS. In addition to the provisions of Paragraphs 6.06: A,
B, C, D, E, F, and G of the General Conditions, the Contractor shall perform not less than 25
percent of the Work with its own forces (i.e., without subcontracting). The 25 percent requirement
shall be understood to refer to the Work, the value of which totals not less than 25 percent of the
Contract Price.
SGC-6.0.6.B CONCERNING SUBCONTRACTORS. SUPPLIERS AND OTHERS. Add the
following paragraph to 6.0.6.B of the General Conditions.
Bidders shall list those persons, firms, companies or other parties to whom it
proposes/intends to enter into a subcontract regarding this project as required for approval
by the City and as noted on the Schedule of Prices and the Agreement. Such identification
will not be made public at the opening.
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 7
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
If no minority business enterprises (MBE) are utilized, the Contractor shall furnish
documentation of all efforts to recruit MBE's.
SGC-6.08 PERMITS. In addition to the provisions of Paragraph 6.13 of the General Conditions,
the following subparagraph shall be incorporated:
The Contractor shall obtain all necessary federal, state, and local penmits required for any
dewatering and stonmwater discharges necessary during construction. The Contractor shall
. also provide all monitoring and test reporting relating to the discharges.
SGC-6.1 0 TAXES. Chapters 422 and 423 of the Code of Iowa, as amended, require the
Contractor to pay Sales or Use Tax on materials used in the construction. All Contractors shall
prepare and require their Subcontractors to prepare, sign and acknowledge before a Notary Public,
Department of Revenue Form 35-002 listing their respective expenditures for all materials that
become an integral part of the completed project; the purchase price, the amount of Sales or Use
Tax paid, the names of the material suppliers, and all other information required to complete said
form. All Contractors shall file with the Owner executed copies of these fonms covering all material
incorporated by them or their Subcontractors. Receipt of said executed fonms by the Owner shall
be a prerequisite to final payment of retained percentages of contract price to the Contractor.
After receipt of said executed forms, the Owner will reimburse the Contractor for taxes included in
such statements.
SGC 8.09 OWNER'S RESPONSIBILITY. Add the following to paragraph to 8.09 General
Conditions.
Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910
,--> (G~ral Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The
(w
.. Contractor and all subcontractors are solely responsible for compliance with said
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reg~tions.
.....
SGct-j 1.01,'[C RENTAL. The Contractor will be paid for the use of equipment at the rental rate
Iistecd for sucll equipment specified in the current edition of the following reference publication:
c<
" : "Contr.actors Equipment Cost Guide" as published by Dataquest (a company of the Dunn
0~nd Bradstreet Corporation), 1290 Ridder Park Drive, San Jose, CA 95131, telephone
number (408)437-8000 or outside of California (800)227-8444.
SGC-12.04 LIQUIDATED DAMAGES. Add the following to Paragraph 12.04 of the General
Conditions:
Owner and the Contractor recognize that the Owner will suffer financial loss if the work is
not completed within the time specified in the Advertisement for Bids, plus any extensions
thereof allowed in accordance with Article 12 of the General Conditions. They also
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 8
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
recognize the delays, expense, and difficulties involved in proving in a legal proceeding the
actual loss suffered by the Owner if the work is not completed on time. Accordingly, instead
of requiring any such proof, the Owner and the Contractor agree that as liquidated
damages for delay (but not as a penalty) the Contractor shall pay the Owner FOUR
HUNDRED DOLLARS ($400.00) for each day that expires after the time specified in the
Notice of Hearing and Letting.
SGC-14.02.A.3 AMOUNT OF RETAINAGE. Add the following to Paragraph 14.02.A.3 of the
General Conditions:
The Owner shall retain from each monthly payment 5% of the amount which is determined
to be due according to the recommendation of the Engineer. The retainage shall constitute
a fund for the payment of claims for materials furnished and labor performed on the project
and will be held and disposed of by the Owner as provided in Chapter 573 of the Code of
Iowa, 1997, as amended.
SGC-14.07.C FINAL PAYMENT. Add the following to Paragraph 14.07.C of the General
Conditions:
Final payment of the retainage due the Contractor will be made not earlier than 31 days
from the final acceptance of the work by the Owner, subject to the conditions and in
accordance with the provisions of Chapter 573 of the Code of Iowa, 1997, as amended.
SGC-16 DISPUTE RESOLUTION. Add the following to the General Conditions.
Disputes arising out of this Agreement may be submitted to nonbinding mediation, and each
party shall pay their portion of the mediator's fees. The mediator shall be neutral and
mutually agreeable to all parties. In the absence of agreement as to the appointment of
said mediator, all disputes shall be resolved be the courts as provided for under the laws
of the State of Iowa. Under no circumstance shall binding arbitration be required. It shall
not be the intent of these documents to exclude other means of dispute resolution other
than Arbitration. Arbitration may be a means of dispute resolution by the Owner. The
Owner shall not be restricted to Arbitration. Article 16 of the General Conditions shall not
apply when Arbitration is the selected means of dispute resolution.
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SUPPLEMENTARY GENERAL CONDITIONS
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00800 - 9
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PERFORMANCE EVALUATION
The prime Contractor and each subcontractors' performance will be evaluated using the form at
the end of this section. If a Contractor achieves an average score of less than four (4), the
Contractor will be removed from the status of "Responsible Bidder," as referenced in the Iowa State
Code, for a period of two (2) years. During that period the Contractor will not be eligible for award
of contract or subcontract with the City of Iowa City.
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SUPPLEMENTARY GENERAL CONDITIONS
00800 - 10
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
CONTRACTOR EVALUATION
CONTRACTOR:
EVALUATOR:
Scoring: Rate on a scale of 0 to 10 with 0 being the worst score and 10 being the best.
I. TECHNICAL COMPETENCE
1. Knowledgeable superintendent:
Comments:
2. Knowledgeable foreman: \,J.")
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3. Skilled labor with adequate supervision: :t;.- o
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Comments:
4. Proper equipment for the job:
Comments:
SUPPLEMENTARY GENERAL CONDITIONS
00800 - 11
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
II. PROJECT PERFORMANCE
1. Schedules work well:
Comments:
2. Conducts work in an organized and continuous manner:
Comments:
3. Constructs project with regard for abutting residents/businesses:
Comments:
4. Adapts to changes in conditions or scope:
Comments:
5. Uses proper traffic control measures.
Comments:
6. Conducts work with regard for employee and public safety.
- Com~ents:
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. AVERAGE:sOORE:
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SUPPLEMENTARY GENERAL CONDITIONS
00800 - 12
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL AID PROJECTS
PROJECT NAME:
TYPE OF WORK:
DATE OF LETTING:
A resident bidder shall be allowed a preference as against a non-resident bidder from a state or
foreign country which gives or requires a preference to bidders from that state or foreign country.
That preference is equal to the preference given or required by the state or foreign country in which
the non-resident bidder is a resident. 'Resident bidder' is defined as a person authorized to
transact business in this state and having a place of business within the state, and has conducted
business for at least six months prior to the first advertisement for the public improvement. In the
case of a corporation, the above requirements apply as well as the requirement that the corporation
have at least fifty percent of its common stock owned by residents of this state.
This qualification as resident bidder shall be maintained by the bidder and his Contractors and
Subcontractors at the work site until the project is completed.
I hereby certify that the undersigned is a resident bidder as defined above and will remain such
from the start of the project until its completion.
COMPANY NAME:
CORPORATE OFFICER:
TITLE:
END OF THE SUPPLEMENTARY GENERAL CONDITIONS
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SUPPLEMENTARY GENERAL CONDITIONS 00800 - 13
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CITY
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TABLE OF CONTENTS "
PAGE
SECTION I General Policy Statement 1
SECTION I I Assurance of Compliance 2
SECTION I I I Suggested Steps to Assure 9
Affirmative Action
SECTION IV Definitions 12
. -
CC-1
SECTION I - GENERAL POLICY STATEMENT
It is the policy of the City of Iowa City to assure equal employment opportunity
in all City contract work. This policy prohibits discrimination by the City's
contractors, subcontractors and vendors, and requires them to take affirmative
action.,to ensure that applicants employed or seeking employment with them are
treated1equally without regard to race, color, creed, religion, national origin,
sex,sexual preference, disability, marital status, and age.
It is our intention to ~dminister this policy in such a manner as to assist
employers who are contractors or subcontractors with the City in designing and
implementing Affirmative Action Programs so that all citizens will be afforded
equal accessibility and opportunity to gain and maintain employment. '
PROVISIONS:
1. All vendors requesting to do business with the City, and all City
contractors, subcontractors, and consul tants, must submi t an approved
'Equal Employment Opportunity Statement.
2. All City contractors, subcontractors or consultants with contracts of
$2~,OOO or more (or less if required by another governmental agency) must
abi\:ie by the requi rements of the Ci ty' s Contract Comp 1 i an'ce Program.
Emergency contracts arc exempt from this provision.
3. Contl'acting departments are responsible for assuring that City
contractors, subcontractors and vendors are made aware of their
EEO/Affi rmati ve Action report i ng respons i bil it i es and recei ve the
appropriate _reporting forms. A notification of requirements will be
included in any requests for proposal.
4. Prior to commencement of work, the completed 'Equal Employment Opportunity
Statement or required material must be received and approved by the City.
S. Contractor compliance during the course of the contract with the City of
Iowa City will be monitored by the contracting department.
6. Once a contractual relationship exists between' a contractor and the City,
.as with any contractual provision, the City retains the right to withhold
payment on a contrac t pendi ng sat is factory performance in the areas of
Equal Opportunity and Affirmative Action outlined at the time of contract
.award and/or to disqualify a contractor from future bidding for a ~ecified
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SECTION II - ASSURANCE OF COMPLIANCE
The following sets forth the minimum requirements of a satisfactory Affirmative
Action Program which will be reviewed for acceptability. PLEASE RETURN PAGES Z
THROUGH 5 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION
OF THE CONTRACT.
',CONTRACTOR, PLEASE CHECK THE APPROPRIATE STATEMENT:
1. ___ This contract is federally funded (paragraphs a-g apply)
Z. ___ This contract is not federally funded (paragraphs a-c apply)
During the performance of this contract, the contractor agrees as follows: (For
the purposes of these minimum requirements, "contractor" shall include
consultants and subcontractors.)
a. The contractor will not discriminate against any employee or applicant for
employment because o~ace, color, creed, religion, national origin, sex,
sexual preference, disability, marital status, and age. .The. .contractor
will take affirmative action to ensure that applicants.are employed, and
that employees are treated during employment; without regard to their race,
color, religion, sex, national origin, sexual preference, disability,
marital status and age. Such action shall include, but not be limited to
the following: employment, upgrading, demotion, or transfer; recruitment
or recruitment advertising; layoff or termination; rates of payor other
forms of compensation; and selection for training, including
apprent i ceship. The contractor agrees to post in conspi cuous places,
available to employees and applicants for employment, notices to be
provided by the contracting officer setting forth the provisions of this
nondiscrimination clause.
~""". ,/ .
b.~: The'~ontractor will, in all solicitations or advertisements for employees
- plllc.:i?d by or lin""behalfOf the contractor, state that all qualified
c.: applil:ants will receive consideration for employment without regard to
n race~~ co 1 or, creed, re li g i on, nat i ona 1 ori gi n, sex, sexual preference,
~~dis~!;i!litY, marital status, and age. .
c. ~~The ~ntractor will send to each labor union or representative of workers
S~ith which he or s~has acollective bargaining agreement or other
contract or understanding, a notice, to be provided by the age~cy
contracting officer, advising the labor union or workers' representatlve
of the contractor's commitments under this section and shall post copies of
the notice in conspicuous places available to employees and applicants for
. employment.
d. The contractor will comply with all provisions of Executive Order No. 11246
or-September 24~65, and~t~rules, regulations, and relevant orders
of the Secretary of labor.
e. The contractor will furnish all information and reports required by
Executive Order"Nii':" 11246 of -September 24, 1965, .and by the rules,
regulations and orders of the Secretary of labor, or pursuant thereto, and
will permit access to his or her books, records, and accounts by the
contracting agency and the Secretary of labor for purposes of investigation
to ascertain compliance with such rules, regulations, and orders.
CC-3
f. ~!h! event of the contractor's noncompliance with the nondiscrimination
clauses of thTS contract or with any of such rules, regulations, or orders,
this contract may be cancelled, terminated, or suspended in whole or in
part and the contractor may be declared ineligible for further Government'
contracts in accordance with procedures authorized in Executive Order No.
11246 of September 24, 1965, or by rule, regulation, or order of the
Secretary of Labor, or as otherwise provided by. law.
~; g. The contractor will include!!l! provisions of paragraphs (1) through (7) in
every subcontract or purchase order unless exempted by rules, regulations,
or orders of the Secretary of. Labor issued pursuant to Section 204 of
Executive Order No. 11246 of September 24, 1965, so that: such provisions
101111 be binding upon each subcontractor ,or .vendor. The contractor wi 11
take such action with respect to any' subcontract or purchase order as may
be di rected by the Secretary of Labor as a. means : of enforc1 ng such
provisions including sanctions for non-compliance:' Provided, however,
"that in the event the contractor becomes involved in, or is threatened
with, litigation with a subcontractor or vendor as a result of such
. direction, the contractor may request the United States to enter into such'
litigation to protect the interests of the 'United States.
Yes No
3.
Have you written an Equal Employment Opportunity
policy statement?
a. If YES, where is this statement posted?
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Please provide a copy.
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Sample statements are available upon request. .~
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4. What is the name of your Company's Equal Employment Opportunity
Officer? (Please print)
Phone number
Yes No
5.
The undersigned agrees to display the following posters at
the worksite, conspicuously placed, for the duration of the
contract.
--
EEOC/OFCCP Poster
Age Bias Poster
Wage Discrimination Poster
NOTE: The City can provide assistance in obtaining the necessary
posters.
CC-4
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7. How do you currently Inform applicants, employees, and recruit-
ment sources of your equal employment opportunity policy?
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Yes No
8. Do you provide a working environment fr~e of harassment
and intimidation for your female and minority employees?
9. Do you provide nonsegregated facilities andccompany activities ..
for all employees?
10.
If you rely in who I e orin part upon unions as a source of your,
workforce, are they aware of your commitment to affirmative
action and equal employment?
a.' How do you make them aware of this commitment?
The above responses to questions I through 10, are true and correctly reflect
our affirmative action and equal employment policies. The employ'ment figures
an~ go~ls,contained within the Table (#6) are true and accurate and we will
make every effort to achieve the goals which we set.
Firm/Company Name
Phone Number
Signature
Title
Date
Print Name
NOTE - PAGES 2 THROUGH 5 ARE TO 8E RETURNED TO THE CONTRACTING
DEPARTM~NT PRIOR TO EXECUTION OF THE CONTRACT.
CC-6
INSTRUCilONS for completing the chart located on page 4, question #6, GOALS &
TIMETABLES. "
1. Complete the EXISTING EMPLOYMENT section. Job Classification definitions
appear on pages 7 & 8.
2. The statistics. located below, indicate the AVAILABILITY of women and
minorities in your recruitment area. Compare. these statistics with your
current employment figures. If statistics are available per job
classification, then make your comparisons in that manner, if the
statistics are not broken down, compare your total minority. and. female work
force figures with the total availabilitY,statistics.
i) Johnson County labor force statistics: 2.05% minority
44.04% female
Ii) A more detailed breakdow~ by job classification may be
available for your location. This information may be
obtained from the Civil ~ights Specialist.
3. If your current employment percentages for women and minorities, either in
a particular job classification or as a whole, is lower than the statistics
indicate is available, then UNDERUTILIZATION of either minorities or
females exist.
4. If UNDERUTILIZATION exists, determine the number of women or minorities
needed to make your work force percentages equal to the' availability
statistics. This figure represents your GOAL to increase minority and
female representation. If you do not have statistics by job classification
set a goal..in the job classification you are most likely to have employee
movement in.
5. When, during the length of the contract, will you attempt to achieve this
goal? - that is called a TIMETABLE, and should appear in the GOALS TO'
INCREASE MINORITY AND FEMALE EMPLOYMENT SECTION.
NOTE - DEFINITIONS for capitalized words in the above narrative, appear in
Section IV of this document.
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JOB CLASSIFICATION OEFINITIONS - TO BE USED IN COMPLETION OF QUESTION 116, pg. 4
1. Managers and Administrators: Occupations requlrlng administrative
personnel who set broad policies; exercise overall responsibility for
execution of these policies, and direct individual departments or special
phases of a firm's operations. Includes: officials, executives, middle
management, plant managers, department managers, superintendents, salaried
supervisors who are members of management. .
,
2.
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Professionals and Technicians: Professionals.are consi~ed to'.be persons
working in occupations requiring either college graduai!Qll or.;;exp''i'ience
of such kind and amount as to provide a comparable background. ~-: H.":
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Technicians: Technicians are those whose.workrequire~;a_co~ination of
basic scientific knowledge and manual ski11.which can beG:~btaf.Red through
about two years of post high school education, such as ~off~edln many
technical schools and junior colleges, or through equ~a1enbon-the-job
training. ..n
Office and Clerical: All clerical-type work. regardless..of the level of
diff; cu I ty, . where the. act ivi t fes are predominant lY"non~manua l,...:though some
manual work not directly involved with 'a1tering or .'transporting the
products is included. Includes: bookkeepers, cashiers,' collectors,
messengers, office helper, office' machines operator, shipping and
receiving clerk, stenographers, typists, secretary,telephone operators.
Skilled Crafts: Manual workers of a relatively high skill level, having a
thorough and cpmprehensive knowledge of the processes involved in their
work. They exercise considerable independent judgment and usually receive
an extensive period of training. Includes: building trades, hourly paid
foremen and leadmen. who are not members of management, mechanics and
repairmen, skilled machinery occupations, electricians.
Sales Workers: Occupations engaged wholly or primarily in direct selling.
lncl udes: adverti sing agents and sales agents, insurance agents and
brokers, real estate agents and brokers, sales agents and sales clerks,
grocery clerks, cashier-checkers.
.operatives (Semi-skilled): Workers who operate machine or processing
equipment or perform other factory-type duties of an intermediate ski 11
'level which can be mastered in a few weeks and require only limited
training. Includes: apprentices, operatives, attendants, delivery and
route drivers, truck and tractor drivers, dressmakers, weavers, welders.
laborers (Unskilled): Workers in manual occupations which generally
require no special training. They perform elementary duties which may be
learned in a few days and which require the application of little or no
independent judgment. Includes: garage laborers, car washers, gardeners,
lumber workers, laborers performing lifting, digging, mixing, loading and
pulling operations.
Service Workers: Workers in both protective and non-protective .servi ce
occupations. Includes: attendants, clean-up workers, janitors, guards,
waiters and waitresses.
3.
4.
5.
6.
7.
8.
9.
10. Apprentice: Persons employed in a program including work training and
related instruction to learn a trade or craft which is traditionally an
apprenticeship, regardless of whether the program is registered with a
Federal or State agency.
CC-8
11. Trainees (On-the- j2.!U: Production~.. persons engaged in formal trainin.
for -craftsperson when not trained under apprentice programs, operativ.
laborer, and service occupations.
MINORITY GROUP IDENTIFICATION
American Indian or Alaskan Native: all persons having origins in any of tho
original peoples of North America and who maintain cultural identificatio.
through tribal affiliation or community recognition.
Asian and Pacific Islanders: all persons having origin In any of the origina
peoples of the far. East, Southwest 'Africa, the Indian Subcontinent, or tho
Pacific Islands.
Black: all people having origins in any of the BlackAfricanracfal groups no'
of Hispanic origin.
Caucasian: (Not of Hispanic origin), includes persons,having origins in any 0
the original peoples of Europe, North Africa, or the Middle East. '
Hispanic: all persons of Mexican, Puerto,. Rican,,,.Cuban,',, South or Centra
American, or other Spanish Culture or origin, regardless of race.
These definitions and identifications should be retained for future use.
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SECTION 111 - SUGGESTED STEPS TO ASSURE AFFIRMATIVE ACTION
1. COMPANY POLICY
Determine your company's policy regardi ng equal employment and
affirmative action. Write this policy out and post it in a
conspicuous place so that it is known to all your employees.
Furthermore, disseminate the policy to all potential sources of
employees and to your subcontractors asking their'cooperation.
The policy statement should recognize' and accept. your responsibility
to provide equal employment 'oppor:tunity in' all your employment
practices.. This responsibility should include:
-correcting any and all discriminatory. practices and conditions
which presently exist
-taking appropriate remedial actions to correct past inequities
-taking a results-or,iented approach, in..other.words,affirming'
the policy through actual minority and female' hires and by
maintaining a "single standard" principle in...Your.unit so that
employees are evaluated, recogniled, develop~d and6rewarded on
a fair and equ.itable basis. ,.~;
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In regards to dissemination of this policy, this :t:an b~onec.through
the use of letters to all recruitment sources. andsubllontractors,
persona 1 contacts, and emp 1 oyee meetings. 0 '.' ::~: '
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EQUAl EMPLOYMENT OPPORTUlllTY OFFICER
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Designate an equal employment opportunity officer or at mlnlmum
someone should be given the responsibility of administering and
promoting your company's affirmative action program. This person
should be placed within your organizational structure so as to
emphasize the importance of the program.
3. INSTRUCT STAFF
Your company personnel staff should be aware of and required to abide
by your affirmative action program. All employees authorized to
hire, supervise, promote and discharge employees or recommend or are
involved in such actions should be trained and made to comply with
your policy and the current equal employment opportunity laws.
4. RECRUITMENT
(A) Let potenthl employees know you are an equal employment
opportunity employer. This can be done by identifying yourself
on all recrui tment advert i sing as II an equa 1 emp 1 oyment
opportunity emp loyer".
(8) Use recruitment sources that are likely to yield minority and
female group applicants. Word-of-mouth recruitment will only
,
,<i. Where applicable, you should assure that full use will be made of any
,~,existing labor/management sponsored programs designed for the
~ purposes of recruiting and training minority and female applicants
~ and employees.
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"~ ,6." <:~ MOrlITOR All POLICIES ArlO PRACTICES
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perpetuate the current composition of your workforce.
Recruitment sources that fail to send minorities and females
should be evaluated for continued use. Send all recruitment
sources a letter annually which reaffirms your commitment to
equal employment opportunity and requests their assistance in
helping you hire minorities and females.
(C) Analyze and 'review your company's recruitment procedures to
identify and eliminate discriminatory barriers.
(D) Select and train ,persons involved in the employment process to
use objective standards and to support affirmative, action
goals. '
(E)
to make sure ,they actually
do not require higher
Periodically review job descriptions
reflect major job functions and
qual ifications.
(F) Review the job application to insure that only job related
questions are asked, Ask yourself, "Is this information
necessary to judge an applicant's:competence;forperforming the
job app lied for?"
(G) Only use job-related tests which do not adversely affect any
particular group of people. '
(H) Carefully monitor interviews and interviewees' actions, Biased
and subjective judgments in personal interviews can be a major
source of di scrimi nat ion.
5. APPRENTICESHIP AND OTHER TRAINING
~In order to assure your policy is effective,
a review of the following should occur:
-APPLICANT FLOW - a record for each applicant, indicating the
person's name, race, sex, referral source, date of'application,
position applied for, and disposition (hired or not hired)
-HIRES by race, sex, department, jOb title and starting salary
-PROMOTIONS and TRANSFERS by race and sex
-DISCHARGE and TERMltlATIONS by race, sex, reason for discharge
and termination.
at least twice per year
Review of the above information will allow you to determine
discrepancies that exist, ,if any, within YOUI' work place. Such
discrepancies could include different starting salaries for men and
women doing similar jobs, inconsistent and arbitrary discharges or
CC-ll
promotions and transfers. Furthermore, a review of this information
could indicate' a need to either seek additional or new recruitment
sou'rces to obtain a wider selection of applicants.
NOTE: Forms for monitoring practices and policies are available upon
request from the City's Civil Rights Specialist
7. SET GOALS
Once the policy has been determined, and the practices'are monitored
accordingly to determine actual resul ts ,goals may need.to be set if
your. workforce sti11fa1ls short of having a representative number of
minorities and females 'relative ,to ,their, availability in the
community. Goals to hire or promote minorities and, females, should be
set once per year and these goals' should be', communicated to the
appropriate employees.
Increasing and/or improving your minority and female workforce
representation can also occur through improved hiring and selection
procedures, whi ch have' ,a 1 ready" been.d,iscussed, "and <,through non-
biased promotion, transfer an~ training policies. '
In regards to the'latter three, companies must make sure'procedures
for selecting candidates for promotion, transfer and training are
based upon a fair assessment of an employee's' ability and work
record. Furthermore, all companies should post and otherwise
publicize all job promotional opportunities and. encourage all
employees to bid on them.
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SECTION IV - DEFINITIONS
The definitions typed in all capital letters refer directly to the
Ci~y's contract compl iance program. The other definitions are for
your own information.
AA:
Affirmative Action
AAP:
Affirmative Action Program - an active, planned. effort to bring more
minorities and women into the organizatio~ at all levels through non-
discriminatory hiring and promotions, and.to apply the same benefits
and opportunities to all workers. The affirmative action program is
the practical action taken to implement the' equal employment policy.
ADVERSE IMPACT:
A company may have a policy which, although applied neutrally, has a
negative or adverse impact upon a particular group of employees. An
example would be a minimum height requirement.that.'.is"not;job-related
and could possibly eliminate a high percentage of' Orientals. and
women.
APPLICANT FOR' EMPLOYMENT:
A person who completes a formal application form, or by some other
means (resume, letter, request, etc.) indicates a specific desire to
be considered for employment. An APPLICANT LOG should record
requests for employment made in person whether or not an application
form is completed.
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APPLICANT FLOW DATA OR APPLICANT LOG:
A numerical compilation of employment applicants showing the
sPetific numbers of each racial, ethnic and sex group, who applies
106 each job title (or group of job titles requiring similar
u_ qu~ifications) during a specified time.
-
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,"
n-:; T.!!.&f.percentage of minorities or women who have the skills required
~'- fo~ntry into a specific job or classification, or who are capable
~ . of acqui ri ng the requi red skills.
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BFOQ-Bona Fide Occupational Qualifications:
The law allows employers to hire or promote by sex in rare cases
where a worker of a certain sex is really needed for the job. This is
interpreted narrowly, to mean that sex-related anatomy is required -
for instance, it is legal to hire a man if you need a bass singer or a
male model; a woman if you need a soprano or a model for women's
clothes. I t is not I ega I to spec i fy a man for so-ca 11 ed "heavy"
work; if it can be proved that there is no woman who can do the work;
BFOQ may exist. The problem with the BFOQ is that employers may be
trapped by stereotyped thinking into a belief that a job can only be
done by one 'sex when that is not. necessarily true - and the employer
is then vulnerable to discrimination complaints. It is safer to test
the capacity of individual applicants, regardless of sex, making
CC-13
sure that you test.only for the qualities required by the job and not
for more strength (o~whatever) than is actuall~ required.
BLACK: .
The pr'eferred term for people of Afro-American heritage. .Jhe *m is
a philosophy of 1 ife that indicates pride In the African ~!:itag:e aJl~_
.,cul ture, un Ii ke the more outdated and somet Imes derog:ii~ory",'lerril6,
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BUSINESS NECESSITY: :-< -0.
A term sometimes used by employers who argue that. sex is(l!;.~BFo<f"for.a
given job. Title VII gives "businessnecessity"tottle B~Q by
saying, in Section 703(e): "It shall not be'an unlawful':empl&}ment
practice for an employer to hire... '.classify... or employ: any
individual...on the basis of his religion, sex, or national origin in
those certain instances where religion, sex or national origin is a
bona fide occupational qual ification reasonably necessary to the
normal operation of that particular business or enterprise."
This is narrowly interpreted. For 'instance,,:one:airline .claimed
flight attendants or stewardesses had to be women' because, a.survey
showed that passengers wanted comforting and friendliness from
stewardesses, and women were better constituted than men to be
comforting and friendly. The Court said this was not. a busin~ss
necessity. The airline was in business to transport people safely
from one place to another. The fl ight attendant I s job was not
connected with the airline's major function and the "business
necessity" arguments could not be used. Even If the flight
attendants were all male and all surly, the airline could carryon
its normal-operation of safe transport.
CHICANO:
A male Mexican-American. The female is called "Chicana." Both are
included in the larger group known as SSA's, or Spanish-surnamed
Americans.
CIVIL RIGHTS ACT OF 1964:
Overall, the Act outlaws discrimination against women and minorities
in employment, voting, public accommodations, public educ;:a,tion, the
. use of public facilities, etc. This,is a Federal act passed by the
U.S. Congress.
For affirmative action purposes, the point of interest is Title VII
of the Act, which prohibits discrimination in employment and creates
the federal Equal Employment Opportunity Commission (EEOC) for
enforcement purposes.
Title VII was amended in 1972 to broaden the number of private
employer's. In addition, the EEO Act included sti\te and local
governments and politic1l1 sUbdivisions under Title VII coverage,
prohibited discrimination in Federal employment with enforcement
given to the U.S. Civil Service Commission, and created a central
coordinating body, between all anti-discrimination enforcement
agenci es.
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CC-14
COM~ LI ANC E :
As used in this document, compliance refers to employment practices
which are in I ine with the Iowa City Contract Compliance
requirements. These requirements are indicated on pages 1-5.
CONFIDENTIALITY:
Information or reports obtained by or su.bmitted to the Civil Rights
Specialist in the course of monitoring the City of Iowa City Contract
. Compli ance Program wi 11 not be disc I osed to the pub 1i c when such
disclosure would. serve no public purpose and would give.advantage to
competitors of the contractor from whom the report has been received:
however, such information may be disclosed to a:governmental 'agency
conducting an investigation involving alleged illegal discriminatory
pract ices and the contractor or part I es' charged, I n'accordance wi th
the Iowa City ordinance pertaining to Human Rights.
CONTRACTING DEPARTMENT:
The Ci.ty of Iowa City department that is handling the particular
contract.
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DEPARTMENTAL SENIORITY:
In some companies, disadvantaged workers. have . traditionally been
isolated in' a few departments where jobs were poorly paid and
promotional bpportunitles were nonexistent. The only way out was to
transfer to another department, but some companies and unions
specified as part of their collective bargaining agreements that
workers who transferred could not carry their accrued seniority into
the new departments. Instead, they had to begin as if they were
newly hired workers. Disadvantaged groups have challenged policies
of departmental seniority, saying the policies tend to lock them into
the old !lepartments and mi nimi ze thei r opportuni ty. Courts have
generally agreed with the complaining workers. Furthermore, if the
employer's intent is not discriminatory but the effect of the system
is~discriminatory, and if the employer is so notified but does not
ch~ge the seniority system, the EEOC will deduce that the employer
i~nded to discriminate. Antidiscrimination agencies and
dis?dvantaged workers prefer plantwide seniority, which allows
w~~e:s to maintain the seniority they have earned from the date of
nl);~ I f they trans fer to new departments.
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DIStRIMINATIOtI:
Illegal treatment of a person or group whether intentional ~
unintentional based. on race, color, sex, age, national origin,
religion, creed, marital status, sexual preference or disability.
The term also includes the failure to remedy the effects of past
discrimination.
DISPARATE TREATMENT:
Unequal or di ss imi I ar treatment of employees s imil arly situated
because of their race, sex, age, or other impermissable basis.
CC-1S
EEO: .
A general term meaning "equal employment opportunity."
EEOC:
The Equal Employment Opportunity Commission, a federal agency
created by Title VII to enforce the Civil Rights Act of 1964. It
also enforces the amendments passed in the EEO Act of 1972. r.fit EEOC
.j does not perform routine compliance reviews. GenerallyEHac:n 0[11)'
when a complaint is filed against an employer by an ~~trieiid jell
applicant, employee, group of. employees, or organizati~cauthOriied
to represent aggrhved employees. :-.j' W
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EEO-1 FORM: c-
A form which must be filled out by private employers witl't::100 Ol' more
employees and sent to the EEOC once a year. EmployeMf: rep~t how
many minorities and women they have as officials and managers;
professionals; technicians; sales personnel; office and clerical
workers; skilled craftsmen; semi-skilled operatives; laborers;
servi ce workers.
EEO-2 FORM:
Corresponding form on apprentices in each trade or craft. broken out
by race and sex. This report must be filled out annually by joint
labor-manaqement apprenticeship commi ttees which have -five or more
apprent ices, at I east one supporting emp 1 oyer wi th more than 25
employees and at least one union sponsor with 25 or more members or a
union hiring hall.
EEO-3 FORr.,:
The same,as EEO-2, but filled out each year by local unions.
EXECUTIVE OROER 11246:
Issued by President Johnson in 1965. It says employers with
government contracts or subcontracts may not discriminate on the
basis of race, color, reiigion or .national origin. Sex was omitted
in this order, but added by Executive Order 11375. Therefore, many
people refer to this order as "Executive Order 11246 as amended."
GOAL:
A target number or percent .of women arid minorities to' be hired,
promoted or transferred to various job classifications (as defined
on pages 7 and 8) within a given period of time. The number is
usually computed by the number of available and qualified
disadvantaged workers in the labor area.
A "goal" should not be confused with a "quota." A quota is a ceiling
figure designed to require hiring a certain number of a particular
group to the exclusion of others. "We will take ~ to 10% women in
this job category but no more." A goal is a floor, a minimum number
of people to be included in -- e.g., "we will take at least 10% women
in this job category." -A quota may be designed to keep things
basically as they were, including only token numbers of the "others".
A quota mayor may not be appropriate under law, depending on whether
past d'iscrimination existed. A goal is designed to alter the status
CC-16
quo.over time. Setting and achieving goals turns a company's equal
employment opportunity statement into a reality.
GOOO FAITH EFFORT:
Employers sometimes say they have made a good faith effort in
affirmative action but "we could not find any qualified...". Courts
tend to look carefully at this defense on the basis that regardless
.i'.of intent, if workers have been hurt the law must make. them whole.
. Accordingly, good faith efforts should be made in all areas of
employment including but not limited to:
a. employment advertisements
b. internal and external dissemination of the company's EEO policy
and affirmative action program
c. designation of a company EEO officer
d. development of and' implementation of non-biased employment
practices (hires, promotions, transfers, discharges, employee
~enefits, etc.).
Employers must keep a written record of such actions, in order to show
good faith effort.
NOTE - For more detailed information please discuss this with the
City's Civil Rights Specialist.
JOB-RELATEO QUALIFICATIONS
If an employer says a High School degree is needed for the job, it
must be true. The employer may have to prove that it is impossible
for the large majority of workers to do the job adequately without a
High Schgol degree. At one time, employers often required higher
skills than necessary in a conscious effort to keep out disadvantaged
applicants; others required the higher skills without discriminatory
intent but the result was the same. The new emphasis on job-related
qualifications makes room for employers to demand the skills they do
require, but forbids the old, unnecessary escalation. '
, MINORITIES:
Al~persons classified as American Indian, Alaskan Native, Asian or
~= Pa~lfic Islander, Black- or Hispanic.
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0"' The Office
of labor.
amended.
of Federal Contract Compliance Programs, U.S. Department
It is responsible for enforcing Executive Order 11246 as
OLD BOY NETWORK:
Slang term which refers to hiring by word of mouth, which used to be
the way the good job openings were known only by white males.
Therefol'e it was only white ma,1es who got them. The word "old" in
this usage does not refer to age, but to long acquaintances.
Affirmative action tries to weaken the exclusionary effect of the
CC-17
network by requiring employers to actively recruit in minority and
women's organizations and media, and by requiring goals for the
hiring and promotion of minorities and women.
PROTECTED CLASS CATEGORIES:
Those groups of people protected by the laws against discrimination.
In Iowa City, the protected categories are: race, color,' creed,
r.eligion, sex, age, national origin, disability, marital status and
sexual preference. The latter two categories are not.includedin the
area of housing. (Sexual harassment has been. determined to be a
discriminatory practice affecting both males and females.)
RECOMMENDATION FOR COMPLIANCE:
The recommendation made by the Civil Rights Specialist .tlt?the
appropriate persons certifying that a contractor:has.-satGfact~ily
completed all bid conditions, as specified by the City o~';:Iowas~ity,}
Contract Compliance Program.' ~, N
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RECRUITMENT:
A search for job
. employment agencies
applicants. Help wanted :.ads .'
are typical recruitment steps.
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REHIRE:
To return a worlc:er to the payroll after a complete break in service.
REMEDIAL ACTION:
Actions undertaken by an employer to remedy the effects of past
discrimination. Often it is affirmative action but. in more stringent
doses. For instances, if black workers are 25% of the workforce in a
contractor's labor area, affirmative action might require that the
contractor hire 25% black workers. Remedial action might be to hire
50% black workers until the contractor is at parity, or 25% black
workers in all job categories.
REQUISITE SKILLS: .
Those skills that make a person eligible for consideration for
employment in a job.
REVISED ORDER:
Guidelines issued by the OFCCP outlining what employers must do to
comply with Executive Order 11246 as amended.
REVISED ORDER 14:
Internal guidelines issued by the OFCCP which instruct their own
compl iance officers in conducting a compl iance review. The order
also outl ines what documents' employers must make avai lable to the
government's compliance officer.
SELECTION:
The hiring process which comes after recruitment and interviews. In
this step the employer decides who will get the job.
CC-18
SSA:
Spanish-surnamed American.
SYSTEMATIC DISCRIMINATION:
One or more practices which have many discriminatory off-shoots so
that an entire organization screens out disadvantaged workers in the
.end. An examp I e woul d be department seni ority. descri bed on page 14.
'TI~IETABLES:
A time frame within which an employer tries to reach the established
· affirmative action goals.
UNDERUTILIZATlON:
Employment of members of a race, ethnic or sex group in a job or job
group at a rate below their availability within ,the company's
recruitment area. Depending on the job, recruitment area may be
local, regional or national.
VALIDATION:
Process of determining. whether tests given for, employment in a
certain job actually predict good orbad'performance on the job.
(See "Job-Related Qualifications" on page 16.) Validation is
designed. to eliminate false criteria which screen out'disadvantaged
groups. At the same time, validation protects the employer's right
to hire only those workers "ho are qualified. The validation is
ordi narily done by an independent organi zati on wi th expert i se in
that area.
WORD-Of-MOUTH ADVERTISING:
Similar t~ Old Boy Network. Employers run the risk of perpetuating
the effects of past discriminatory practices if they maintain a word-
of-mouth recruitment policy. Since this policy relies upon current
employees informing friends and relatives of vacancies, and since
past discrimination often has substantially restricted minority
group representation in an employer's workforce, it follows that
non-minorities will be included in the flow of information regarding
job openings at a higher rate than minorities. Such discrimination
may also result from word-of-mouth recruiting, as where information
about job openings is disseminated by male department heads limiting
the' likelihood that females will be apprised of employment
opportunities.
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Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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SECTION 01010
SUMMARY OF WORK
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PART 1 GENERAL
1.01 PROJECT
The project consists of:
Repair of Iowa City Dam on the Iowa River with replacement of west abutment, repair
of east abutment, addition of east wing, and installation of new pedestrian/bicycle
path over dam and other improvements.
1.02 OWNER
A. The Owner of the Project is the City of Iowa City, Iowa, 410 East Washington, Iowa City,
Iowa 52240. Telephone: (319)356-5140. Fax: (319)356-5009.
1.03 CONSTRUCTION CONTRACTS
The Owner will award a single construction contract for the total Work of the Project.
1.04 EXISTING ENGINEERING PLANS
Not Applicable
1.05 COMMENCEMENT OF THE WORK
The Contractor shall not commence Work nor allow Subcontractors or Sub-
subcontractors to commence Work until:
1. The Contract has been fully executed.
2. The Owner has approved the Contractor's Performance and Payment Bonds.
3. The Owner has approved evidence of the Contractor's Liability Insurance and other
insurance required to be purchased by the Contractor.
4. The Engineer on behalf of the Owner, has issued a Notice to Proceed.
1.06 WORK SEQUENCE
A. See plans for sequence of cofferdam placement.
B. The Contractor shall maintain access to the parking lot from the street during
construction.
SUMMARY OF WORK
01010-1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.07 OWNER OCCUPANCY
A. The Owner shall have the right to take possession of and use any completed or partially
completed portions of the work, notwithstanding the time for completing the entire work
or such portions as may not have expired; but such taking, possession and use shall not
be deemed an acceptance of any work not completed in accordance with the Contract
Documents. If such prior use increases the cost of, or delays the work, the Contractor
shall be entitled to such extra compensation or extension of time, or both, as the Engineer
may determine.
1.08 COMPLETION TIME
The Contract completion date for the total Project shall be as listed in the Advertisement
for Bids.
1.1 0 LAYOUT OF THE WORK
Not Applicable
1.11 PERMITS, FEES AND NOTICES
The Contractor shall secure and pay for all permits and governmental fees, licenses and
inspections for the proper execution and completion of the Work which are customarily
secured after execution of the Contract and which were legally required at the time bids
were received.
Contractor shall apply for a local building permit. The City will waive the permit fee.
END OF SECTION 01010
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SUMMARY OF WORK
01010 - 2
Howard R. Green Company
Project No. 513015.J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 01039
COORDINATION AND MEETINGS
A. Section Includes:
1. Coordination.
2. Construction Survey.
3. Pre-Bid Meeting.
4. Cutting and patching.
5. Preconstruction conference.
6. Site mobilization conference.
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PART 1 GENERAL
1.01 SUMMARY
1.02 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various Sections of specifications to
assure efficient and orderly sequence of installation of interdependent construction
elements.
B. Coordinate completion and clean up of Work of separate Sections in preparation for
Substantial Completion.
1.03 CONSTRUCTION SURVEY
A. Contractor to locate and protect survey control and reference points.
B. Control datum for survey is that established by Owner provided survey.
C. Provide field engineering services. Establish elevations, lines, and levels, utilizing
recognized engineering survey practices.
1.04 PRE-BID MEETING
A. There will be a Pre-Bid Meeting on April 20, 1999 at 2:30 P. M. The meeting will be held
in the Council Chambers, Civic Center, 401 E. Washington Street, Iowa City, IA. After
the meeting, the site will be available for observation.
1.05 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
B. Submit written request in advance of cutting or altering elements which affects:
1. Structural integrity of element.
COORDINATION AND MEETINGS
01039 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
2. Integrity of weather-exposed or moisture-resistant elements.
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight-exposed elements.
5. Work of Owner or separate contractor.
C. Execute cutting, fitting, and patching [including excavation and fill,] to complete Work, and
to:
1. Fit the several parts together, to integrate with other Work.
2. Uncover Work to install or correct ill-timed Work.
3. Remove and replace defective and non-conforming Work.
4. Remove samples of installed Work for testing.
5. Provide openings in elements of Work for penetrations of mechanical and electrical
Work.
D. Execute work by methods which will avoid damage to other Work, and provide proper
surfaces to receive patching and finishing.
E. Cut rigid materials using masonry saw or core drill.
F. Restore Work with new products in accordance with requirements of Contract
Documents.
1.06 PRECONSTRUCTION CONFERENCE
A. Engineer will schedule a conference after Notice of Award.
B. Attendance Required: Owner, Engineer, Contractor, Contractor's Superintendent, and
major Subcontractors.
G... Agenda:
" 1.<: Submission of list of Subcontractors, list of products, Schedule of Values, and
:; progress schedule.
2. -~ Designation of personnel representing the parties in Contract and the Engineer.
~,- 3. ~..Procedures and processing of field decisions. submittals. substitutions. applications
~..'~..)for payments, proposal request, Change Orders and Contract closeout procedures.
4..~Scheduling.
._ 5:' .;Use of premises by Owner and Contractor.
;' 6. --Owner's requirements.
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7. Facilities and controls provided by Owner.
8. Temporary utilities provided by Owner.
9. Security and housekeeping procedures.
10. Schedules.
11. Procedures for testing.
12. Procedures for maintaining record documents.
COORDINATION AND MEETINGS
01039 - 2
Howard R. Green Company
Project No. 513015:J
PART 2 PRODUCTS
Not Applicable
PART 3 EXECUTION
Not Applicable
END OF SECTION 01039
COORDINATION AND MEETINGS
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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01039-3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 01070
ABBREVIATIONS
PART 1 GENERAL
1.01 SUMMARY
A. Wherever in these Specifications references are made to the standards, specifications,
or other published data of the various international, national, regional, or local
organizations, such organizations may be referred to by their acronym or abbreviation
only. As a guide to the user of these Specifications, the following acronyms or
abbreviations which may appear in these Specifications shall have the meanings
indicated herein.
B. Section Includes
1. Abbreviations
AAMA Architectural Aluminum Manufacturer's Association
AASHTO American Association of State Highway and Transportation Officials
AA TCC American Association of Textile Chemists and Colorists
ACI American Concrete Institute
AFBMA Anti-Friction Bearing Manufacturer's Association, Inc. C!
AGA American Gas Association i':~ ': .
AGMA American Gear Manufacturers Association
AI The Asphalt Institute
AlA American Institute of Architects
AISCAmerican Institute of Steel Construction
AISI American Iron and Steel Institute
AITC American Institute of Timber Construction
AMCA Air Moving and Conditioning Association
ANS American Nuclear Society
ANSI American National Standards Institute, Inc.
APA American Plywood Association
API American Petroleum Institute
APWA American Public Works Association
ASA Acoustical Society of America
ASAE American Society of Agricultural Engineers
ASCE American Society of Civil Engineers
ASHRAE American Society of Heating, Refrigerating, and Air Conditioning Engineers
ASME American Society of Mechanical Engineers
ASQC American Society for Quality Control
ASSE American Society of Sanitary Engineers
ASTM American Society for Testing and Materials
AWPA American Wood Preservers Association
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ABBREVIATIONS
01070 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
AWPI American Wood Preservers Institute
AWSAmerican Welding Society
AWWA American Water Works Association
BBC Basic Building Code, Building Officials and Code Administrators
International
BHMA Builders Hardware Manufacturer's Association
CBM Certified Ballast Manufacturers
CEMA Conveyors Equipment Manufacturer's Association
CGA Compressed Gas Association
CMA Concrete Masonry Association
CRSIConcrete Reinforcing Steel Institute
EIA Electronic Industries Association
ETL Electrical Test Laboratories
EPA Environmental Protection Agency
FM Factory Mutual System
FPL Forest Products Laboratory
HI Hydronics Institute
IAPMO International Association of Plumbing and Mechanical Officials
ICBO International Conference of Building Officials
IEEE Institute of Electrical and Electronics Engineers
IES Illuminating Engineering Society
''" IME Institute of Makers of Explosives
" IP.:% Institute of Petroleum (London)
I PC:':; Institute of Printed Circuits
u_ ISA.: Instrument Society of America
M ISO- International Organization for Standardization
(" ITS':;. Institute of Traffic Engineers
- MBMA Metal Building Manufacturer's Association
- M~jA Mechanical Power Transmission Association
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<.:c, MSS Manufacturing Standardization Society
NAAMM National Association of Architectural Metal Manufacturer's
NACE National Association of Corrosion Engineers
NBS National Bureau of Standards
NEC National Electrical Code
NEMA National Electrical Manufacturer's Association
NFPA National Fire Protection Association
NFPA National Forest Products Association
NLGI National Lubricating Grease Institute
NMA National Microfilm Association
NSF National Sanitation Foundation
NWMA National Woodwork Manufacturers Association
OSHA Occupational Safety and Health Administration
PCA Portland Cement Association
PPI Plastics Pipe Institute
RCRA Resource Conservation and Recovery Act
ABBREVIATIONS
01070 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
RVIARecreational Vehicle Industry Association
RWMA Resistance Welder Manufacturer's Association
SAE Society of Automotive Engineers
SAMA Scientific Apparatus Makers Association
SMA Screen Manufacturers Association
SMACCNA Sheet Metal and Air Conditioning Contractors National Association
SPI Society of the Plastics Industry, Inc.
SPIB Southern Pine Inspection Bureau
SPR Simplified Practice Recommendation
SSBC Southern Standard Building Code, Southern Building Code Congress
SSPC Steel Structures Painting Council
SSPWC Standard Specifications for Public Works Construction
UBC Uniform Building Code
UL Underwriters Laboratories, Inc.
WCLlB West Coast Lumber Inspection Bureau
WCRSI Western Concrete Reinforcing Steel Institute
WEF Water Environment Federation
WIC Woodwork Institute of California
WRI Wire Reinforcement Institute, Inc.
WWPA Western Wood Products Association
Not Applicable
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PART 3 - EXECUTION
Not Applicable
END OF SECTION 01070
ABBREVIATIONS
01070-3
Howard R. Green Company
Project No. 513015.J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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SECTION 01090
REFERENCE STANDARDS
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A. Titles of Sections and Paragraphs: Captions accompanying specification sections and
paragraphs are for convenience of reference only, and do not form a part of the
Specifications.
B. Applicable Publications: Whenever in these Specifications references are made to
published specifications, codes, standards, or other requirements, it shall be understood
that wherever no date is specified, only the latest specifications, standards, or
requirements of the respective issuing agencies which have been published as of the date
that the Work is advertised for bids, shall apply; except to the extent that said standards
or requirements may be in conflict with applicable laws, ordinances, or governing codes.
No requirements set forth herein or shown on the Drawings shall be waived because of
any provision of, or omission from, said standards or requirements.
C. Specialists, Assignments: In certain instances, specification text requires (or implies) that
specific work is to be assigned to specialists or expert entities, who must be engaged for
the performance of that work. Such assignments shall be recognized as special
requirements over which the Contractor has no choice or option. These requirements
shall not be interpreted so as to conflict with the enforcement of building codes and similar
regulations governing the Work; also they are not intended to interfere with local union
jurisdiction settlements and similar conventions. Such assignments are intended to
establish which party or entity involved in a specific unit of work is recognized as "expert"
for the indicated construction processes or operations. Nevertheless, the final
responsibility for fulfillment of the entire set of contract requirements remains with the
Contractor.
1.02 REFERENCES
A. Without limiting the generality of other requirements of the Specifications, all work
specified herein shall conform to or exceed the requirements of applicable codes and the
applicable requirements of the following documents.
1. American Association of State Highway and Transportation Officials (AASHTO).
2. American Concrete Institute (ACI).
3. American Society for Testing Materials (ASTM).
4. Iowa Department of Transportation Standard Specifications (IDOT) and current
Supplemental Specifications
5. American National Standards Institute (ANSI).
REFERENCE STANDARDS
01090.1
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
6. American Water Works Association (AWWA).
7. American Welding Society (AWS).
8. Federal Specifications (FS).
9. National Electrical Safety Code (NESC).
10. Iowa Occupational Safety and Health Act of 1972 (IOSHA).
11. Manual of Accident Prevention in Construction by Associated General Contractors
of America, Inc. (AGC).
12. American Disabilities Act (ADA).
13. Standards and Codes of the State of Iowa and the Ordinances of the City of Iowa
City.
14. Other Standards and Codes which may be applicable to acceptable standards of
the industry for equipment, materials, and installation under the contract.
B. In case of conflict between codes, reference standards, drawings and the other Contract
Documents, the most stringent requirements shall govern. All conflicts shall be brought
to the attention of the Engineer for clarification and directions prior to ordering or providing
any materials or furnishing labor. The Contractor shall bid for the most stringent
requirements.
C. The Contractor shall construct the Work specified herein in accordance with the
requirements of the Contract Documents and the referenced portions of those referenced
codes, standards, and specifications listed herein.
D. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926,
Construction Safety and Health Regulations, Code of Federal Regulations (OSHA),
including all changes and amendments thereto.
E. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational
Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes
and amendments thereto.
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01090 - 2
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.03 REGULATIONS RELATED TO HAZARDOUS MATERIALS
A. The Contractor is responsible that all work included in the Contract Documents,
regardless if shown or not, shall comply with all EPA, OSHA, RCRA, NFPA, and any other
Federal, State, and Local Regulations governing the storage and conveyance of
hazardous materials, including petroleum products.
B. Where no specific regulations exist, all chemical, hazardous, and petroleum product
piping and storage in underground locations must be installed with double containment
piping and tanks, or in separate concrete trenches and vaults, or with an approved lining
which cannot be penetrated by the chemicals, unless waived in writing by the Owner.
PART 2 - PRODUCTS
Not Applicable
PART 3 - EXECUTION
Not Applicable
END OF SECTION 01090
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01090-3
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 01300
SUBMITTALS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes
1. Submittal procedures.
2. Construction progress schedules.
3. Proposed products list.
4. Shop drawings.
5. Product data.
6. Samples.
7. Manufacturers' instructions.
8. Manufacturers' certificates.
1.03 SUBMITTALS
A. Transmit each submittal with Contractor's standard submittal form.
B. Sequentially number the transmittal forms. Resubmittals to have original number with an
alphabetic suffix.
C. Identify Project, Contractor, Subcontractor or supplier; pertinent Drawing sheet and detail
number(s), and specification Section number, as appropriate.
D. Apply Contractor's stamp, signed or initialled certifying that review, verification of Products
required, field dimensions, adjacent construction Work, and coordination of information,
is in accordance with the requirements of the Work and Contract Documents.
E. Schedule submittals to expedite the Project, and deliver. Coordinate submission of
related items.
F. Identify variations from Contract Documents and Product or system limitations which may
be detrimental to successful performance of the completed Work.
G. Provide space for Contractor and Engineer review stamps.
H. Revise and resubmit submittals as required, identify all changes made since previous
submittal.
I. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly
report any inability to comply with provisions.
SUBMITTALS
01300 - 1
Howard R. Green Company
Project No. 513015-J
1.04
1.05
A.
-1.06 -
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
CONSTRUCTION PROGRFESS SCHEDULES
A.
Submit initial progress schedule in duplicate within 15 days after date of
Owner-Contractor Agreement for Engineer review.
B.
Revise and resubmit as required.
C.
Submit revised schedules with Application for Payment, identifying changes since
previous version.
D.
Submit a horizontal bar chart with separate line for each major section of Work or
operation, identifying first work day of each week.
Show complete sequence of construction by activity, identifying Work of separate stages
and other logically grouped activities. Indicate the early and late start, early and late
finish, float dates, and duration.
E.
F.
Indicate estimated percentage of completion for each item of Work at each submission.
G.
Indicate submittal dates required for shop drawings, product data, samples, and product
delivery dates, including those furnished by Owner and under Allowances.
PROPOSED PRODUCTS LIST
Within 15 days after date of Owner-Contractor Agreement, submit complete list of major
products proposed for use, with name of manufacturer, trade name, and model number
of each product.
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For products specified only by reference standards, give manufacturer, trade name,
mG~el or catalog designation, and reference standards.
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SH0P DRAWINGS
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After review, reproduce and distribute in accordance with Article on Procedures above
and for Record Documents described in Section 01700 - Contract Closeout.
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1.07 PRODUCT DATA
A. Submit the number of copies which the Contractor requires, plus two copies which will be
retained by the Engineer.
B. Mark each copy to identify applicable products, models, options, and other data.
SUBMITTALS
01300 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
Supplement manufacturers' standard data to provide information unique to this Project.
C. After review, distribute in accordance with Article on Procedures above and provide
copies for Record Documents described in Section 01700 - Contract Closeout.
1.08 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of the Product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
B. Submit samples of finishes from the full range of manufacturers' standard colors, textures,
and patterns for Engineer's selection.
C. Include identification on each sample, with full Project information.
D. Submit two samples as specified in individual specification Sections; one of which will be
retained by Engineer.
E. Reviewed samples which may be used in the Work are indicated in individual specification
Sections.
1.09 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification Sections, submit manufacturers' printed
instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing,
in quantities specified for Product Data.
B. Identify conflicts between manufacturers' instructions and Contract Documents.
1.10 MANUFACTURER'S CERTIFICATES
A. When specified in individual specification Sections, submit manufacturers' certificate to
Engineer for review, in quantities specified for Product Data.
B. Indicate material or product conforms to or exceeds specified requirements. Submit
supporting reference date, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be
acceptable to Engineer.
PART 2 PRODUCTS
Not Applicable
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Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 3 EXECUTION
Not Applicable
END OF SECTION 01300
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Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
A. Section Includes
1. Quality assurance and control of installation.
2. References.
3. Field samples.
4. Inspection and testing laboratory services.
5. Manufacturers' field services and reports.
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1.01 SUMMARY
1.02 REFERENCES
A. Conform to reference standard by date of issue current on date for receiving bids or date
of Owner-Contractor Agreement when there are no Bids.
1.03 QUALITY ASSURANCE
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions,
and workmanship, to produce Work of specified quality.
B. Comply fully with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request clarification
from Engineer before proceeding.
D. Comply with specified standards as a minimum quality for the Work except when more
stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
1.04 FIELD SAMPLES
A. Install field samples at the site as required by individual specifications Sections for review.
B. Acceptable samples represent a quality level for the Work.
C. Where field sample is specified in individual Sections to be removed, clear area after field
sample has been accepted by Engineer.
QUALITY CONTROL
01400 - 1
Howard R. Green Company
Project No. 513015-J
1.05
A.
1.06
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
INSPECTION AND TESTING LABORATORY SERVICES
Contractor will appoint and employ services of an independent firm to perform tests and
other services specified in individual specification sections and as required by the
Engineer.
B.
The independent firm will perform inspections, tests, and other services specified in
individual specification Sections and as required by the Engineer.
Reports will be submitted by the independent finm to the Engineer, in duplicate, indicating
observations and results of tests and indicating compliance or non-compliance with
Contract Documents.
C.
D.
Cooperate with independent firm; furnish samples of materials, design mix, equipment,
tools, storage and assistance as requested.
1. Notify Engineer and independent finm 24 hours prior to expected time for operations
requiring services.
2. Make arrangements with independent finm and pay for additional samples and tests
required for Contractor's use.
E.
Retesting required because of non-conformance to speCified requirements shall be
performed by the same independent firm on instructions by the Engineer. Payment for
retesting will be charged to the Contractor by deducting inspection or testing charges from
the Contract Sum.
MANUFACTURERS' FIELD SERVICES AND REPORTS
A.
When specified in individual specification Sections, require material or Product suppliers
or manufacturers to provide qualified staff personnel to observe site conditions, conditions
of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust,
and balance of equipment, and to initiate instructions when necessary.
B.
Individuals to report observations and site decisions or instructions given to applicators
or installers that are supplemental or contrary to manufacturers' written instructions.
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QUALITY CONTROL
,
01400-2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 3 EXECUTION
3.01 INSTALLATION
A. Perform work by persons qualified to produce workmanship of specified quality.
B. Secure Products in place with positive anchorage devices designed and sized to
withstand stresses, vibration, physical distortion or disfigurement.
END OF SECTION 01400
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QUALITY CONTROL
01400 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROL~
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PART 1 GENERAL
1.01
1.02
1.03
A.
1.04
1.05
1.06
1.07
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Section Includes f"
1. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone servic?water,
and sanitary facilities.
2. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and
water control.
3. Construction Facilities: Access roads, parking, progress cleaning, project sign age,
and temporary buildings.
TEMPORARY ELECTRICITY
A.
Provide and pay for power service required from Utility source.
TEMPORARY HEAT
Provide and pay for heat devices and heat as required to maintain specified conditions
for construction operations.
TELEPHONE SERVICE
A.
Provide, maintain and pay for telephone service to field office at time of project
mobilization.
TEMPORARY WATER SERVICE
A.
Contractor shall make suitable arrangements for temporary water service at Contractor's
expense.
TEMPORARY SANITARY FACILITIES
A.
Provide and maintain required facilities and enclosures.
WATER CONTROL
A.
Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain
pumping equipment.
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
01500 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Protect site from puddling or running water. Provide water barriers as required to protect
site from soil erosion.
1.08 PROTECTION OF INSTALLED WORK
A. Protect installed Work and provide special protection where specified in individual
specification Sections.
1.09 ACCESS ROADS
A. Maintain roads as needed. Existing access roads are not paved and are not maintained
by the City.
1.10 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and
orderly condition.
1.11 FIELD OFFICES AND SHEDS
A. Office: Weather-tight, with lighting, electrical outlets, heating, cooling, and ventilating
equipment, and equipped with sturdy furniture.
B. Provide space for project meetings, with table and chairs to accommodate 10 persons.
PART 2 PRODUCTS
Not Applicable
PART 3 EXECUTION
Not Applicable
END OF SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
01500 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 01600
MATERIAL AND EQUIPMENT
A. Section Includes:
1. Products.
2. Transportation and handling.
3. Storage and protection.
4. Product options.
5. Substitutions.
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1.01 SUMMARY
1.02 PRODUCTS
A. Products: Means new material, machinery, components, equipment, fixtures, and
systems forming the Work. Does not include machinery and equipment used for
preparation, fabrication, conveying and erection of the Work. Products may also
include existing materials or components required for reuse.
1.03 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions.
B. Promptly inspect shipments to assure that products comply with requirements,
quantities are correct, and products are undamaged.
C. Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
1.04 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturer's instructions, with seals and
labels intact and legible. Store sensitive products in weather-tight, climate controlled
enclosures.
B. For exterior storage of fabricated products, place on sloped supports, above ground.
C. Provide off-site storage and protection when site does not permit on-site storage or
protection.
D. Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to avoid condensation.
MATERIAL AND EQUIPMENT
01600 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.05 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any product meeting
those standards or description.
B. Products Specified by Naming One or More Manufacturers: Products of manufacturers
named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for
Substitutions: Submit a request for substitution for any manufacturer not named.
1.06 SUBSTITUTIONS
A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions
during the bidding period to requirements specified in this Section.
B. Substitutions [will not] [may] be considered when a product becomes unavailable through
no fault of the Contractor.
C. Document each request with complete data substantiating compliance of proposed
Substitution with Contract Documents.
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A request constitutes a representation that the Contractor:
1. Has investigated proposed product and determined that it meets or exceeds the
1: quality level of the specified product.
2..; Will provide the same warranty for the Substitution as for the specified product.
3. ~ Will coordinate installation and make changes to other Work which may be required
'.: for the Work to be complete with no additional cost to Owner.
n 4. Waives claims for additional costs or time extension which may subsequently
,c, become apparent.
" 5., 'Will reimburse Owner for review or redesign services associated with re-approval
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E. Substitutions will not be considered when they are indicated or implied on shop drawing
or product data submittals, without separate written request, or when acceptance will
require revision to the Contract Documents.
F. Substitution Submittal Procedure:
1. Submit three copies of request for Substitution for consideration. Limit each request to
one proposed Substitution.
2. Submit shop drawings, product data, and certified test results attesting to the
proposed product equivalence.
3. The Engineer will notify Contractor, in writing, of decision to accept or reject request.
MATERIAL AND EQUIPMENT
01600 - 2
Howard R. Green Company
Project No. 513015-J
PART 2 PRODUCTS
Not applicable
PART 3 EXECUTION
Not applicable
MATERIAL AND EQUIPMENT
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
END OF SECTION 01600
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01600 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.01 SUMMARY
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1. Closeout procedures.
2. Project record documents.
3. Spare parts and maintenance materials.
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1.02 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready
for Engineer's inspection.
B. Provide submittals to Engineer that are required by governing or other authorities.
C. Submit final Application for Payment identifying total adjusted Contract Sum, previous
payments, and sum remaining due.
D. Submit Contractor's Statement listing all Iowa sales/use taxes, waivers of liens from all
Subcontractors and suppliers, and other items required by the Contract Documents.
1.03 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents; record actual revisions to the
Work:
1. Contract Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other Modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
B. Store Record Documents separate from documents used for construction.
C. Record information concurrent with construction progress.
CONTRACT CLOSEOUT
01700 - 1
,
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
D. Record Documents and Shop Drawings: Legibly mark each item to record actual
construction including:
1. Measured depths of foundations in relation to crest of dam.
2. Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements.
3. Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of the Work.
4. Field changes of dimension and detail.
5. Details not on original Contract Drawings.
E. Submit documents to Engineer prior to claim for final Application for Payment.
1.04 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance and extra materials in quantities specified in
individual specification Sections.
B. Deliver to Owner prior to substantial completion.
PART 2 PRODUCTS
Not Applicable
PART 3 EXECUTION
Not Applicable
END OF SECTION 01700
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01700-2
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
low~..c;:ity, Iowa
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SECTION 01710
CLEANING
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1.01 SUMMARY
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A. Section Includes
1. Cleaning during the progress at the completion of the Work as required by General
Conditions.
1.02 REFERENCES
Not Applicable
1.03 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations,
and anti-pollution laws.
1.04 RESPONSIBILITIES AND COORDINATION BETWEEN PRIME CONTRACTORS
A. The Contractor and Subcontractor shall be responsible for cleaning his own installed
materials and equipment, both during and at the completion of construction. Each
Contractor and Subcontractor shall be responsible for removing and disposing of his own
waste, rubbish, and debris off the site in an approved landfill area.
B. If the Contractor fails to clean exposed surfaces and/or remove debris from site, the
Owner may clean up and charge the cost to the Contractor responsible as the Owner's
Representative determines to be just.
C. The General Contractor shall be responsible for final cleaning of floors, walks, and
grounds.
PART 2 PRODUCTS
2.01 MATERIALS
A. Use only those cleaning materials which will not create hazards to health or property and
which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturer of the
surface material to be cleaned.
CLEANING
01710 - 1
.
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
C. Use cleaning materials only on surfaces recommended by cleaning material
manufacturer.
PART 3 EXECUTION
3.01 DURING CONSTRUCTION
A. Execute periodic cleaning to keep the work, the site, and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris, resulting from
construction operations.
B. Remove waste materials, debris, and rubbish from the site periodically and dispose of at
legal disposal areas away from the site.
3.02 FINAL CLEANING
A. In addition to the requirements for clean-up as specified in the General Conditions, the
Contractor shall remove to the Owner's satisfaction, concrete spilled in the area of the
dam. Dispose of all rubbish and debris from the site in an approved landfill area.
B. Employ skilled workmen for final cleaning.
C. Prior to final completion, the Contractor shall conduct an inspection of sight-exposed of
each phase, and all work areas, to verify that the entire work is clean.
END OF SECTION 01710
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CLEANING
01710-2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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SECTION 02060
DEMOLITION
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A. Section includes:
1. Concrete Demolition: Demolition shall include the removal of all items which may conflict
with placement of the new structural items as shown on the plans. Demolition will only be
paid for concrete which is in place as a part of the structure (except for the part included as
patches which is paid for as a part of the patching item). Any rock earth, limestone used as
a part of the structure will not be paid for as demolition. This will be covered under separate
item (incidental demolition).
2. Incidental Demolition: This demolition shall include such items as removal and disposal of
the walkway trusses and any other items which need to be removed and disposed of which
are not covered under the concrete demolition. This item shall also include all site clearing
and removals.
B. Measurement and Payment
A. Concrete
a. Measurement - Measurements will be taken of existing in place concrete which is a
part of the structure before and after demolition
b. Payment will be based on actual concrete removed in cubic yards.
c. Incidental
d. No additional measurement will be made.
e. Payment will be lump sum.
1.02 SALVAGEABLE ITEMS
A. Limestone Block Engraved "1891" in west abutment, shall be salvaged in good condition with
no breakage or other damage (except what is existing), and shall be hauled away to a
designated site in as directed by the Owner (Iowa City).
1.03 JOB CONDITIONS
A. Scheduling of work:
A. Coordinate time and manner of demolition work with Owner.
DEMOLITION
02060 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Maintaining Traffic:
1. Ensure minimum interference with roads, streets, driveways, sidewalks and adjacent
facilities.
2. Do not close or obstruct streets, sidewalks, alleys, or passageways without penmission from
authorities having jurisdiction.
3. If required by governing authorities, provide alternate routes around closed areas.
4. Refer to phasing shown on plans.
C. Dust Control: Use all means necessary to prevent the spread of dust during performance of
the work of the entire project; thoroughly moisten all surfaces as required to prevent dust from
being a nuisance to the public, neighbors and concurrent perfonmance of other work on the site.
D. Burning: On-site burning will not be permitted.
E. Protection:
1. Erect barriers, fences, guard rails, enclosures, chutes, and shoring to protect personnel,
structures, and utilities remaining intact.
2. Protect all streets, curbs, and sidewalks not scheduled for demolition.
3. Project existing buildings and other structures to remain. Demolish paving over
underground vaults to remain in a manner that does not damage the vault.
4. In the event of damage to objects to remain immediately make all repairs and
replacements necessary to the approval of the Engineer at no additional cost to the
Owner.
10.4 MEASUREMENT & PAYMENT
A. Demolished Materials:
1. Basis of Measurement: Lump Sum.
2. Basis of Payment: Includes demolition, removal, loading, hauling and disposing.
1.05 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate demolition and removal sequence and location of salvageable items;
location and construction of barricades, fences and temporary work.
1.06 PROJECT RECORD DOCUMENTS
A. Submit under provisions of Section 01700.
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,0B. ACQurately record actual locations of capped utilities and subsurface obstructions.
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DEMtil.JTION
02060 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.07 QUALIFICATIONS
A. Demolition Firm: Company specializing in performing the Work of this Section with minimum
3 years experience.
1.08 REGULATORY REQUIREMENTS
A. Confirm to applicable City, County, State and Federal regulations and codes for demolition of
structures, safety of adjacent structures, dust control, runoff control, disposal and removal of
underground storage tanks.
B. Obtain required permits from authorities.
C. Notify affected utility companies before starting work and comply with their requirements.
D. Do not close or obstruct roadways, sidewalks, hydrants, driveways and adjacent facilities
without permits.
E. Conform to applicable regulatory procedures when discovering hazardous or contaminated
material.
1.09 SEQUENCING
A. Sequence work under the provisions of Section 01010.
B. Sequence activities to demolish the Work in the order or stages:
C. Shown on construction drawings
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A. Schedule work under the provisions of Division 1 Specifications.
B. Schedule Work to precede site excavation work.
C. Describe demolition removal procedures and schedule.
D. Perform work during hours in accordance with local ordinances.
PART 2 PRODUCTS
NOT USED
PART 3 EXECUTION
3.01 PREPARATION
A. Provide, erect and maintain temporary barriers and security devices.
DEMOLITION
02060 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
D.
3.02
3.03
B.
Protect existing landscaping materials, appurtenances, structures and utilities which are not
to be demolished and/or abandoned.
C.
Prevent movement or settlement of adjacent structures. Provide bracing and shoring.
Mark location of utilities.
DEMOLITION REQUIREMENTS
A.
Conduct demolition to minimize interference with adjacent structures and occupancies.
B.
Cease operations immediately if adjacent structures appear to be in danger. Notify the Owner
and/or the Engineer. Do not resume operations until directed.
C.
Conduct operations with minimum interference to public or private accesses. Maintain
protected egress and access at all times.
D.
Obtain written permission from adjacent property owners when demolition equipment will
traverse, infringe upon or limit access to their property.
Sprinkle Work with water to minimize dust. Provide hoses and water connections for this
purpose.
E.
DEMOLITION
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Disconnect, remove, cap and identify designated utilities within demolition areas.
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IL Re~ve materials to be re-installed or retained in manner to prevent damage. Store and
n protect in accordance with requirements of Section 01600.
en.
E. Remove demolished material from site.
F. Do not burn or bury materials on site. Leave site in clean condition.
G. Remove temporary work.
3.04 PROTECTION OF UTILITIES
A. Preserve in operating condition all active utilities traversing the site and designated to remain.
DEMOLITION
02060 - 4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.05 SAW CUT
A. Saw cut all edges of pavement, curbs, sidewalk, etc., to be removed as necessary to prevent
damage to adjacent items.
3.06 PATCHING
A. Patch openings in walls and foundations caused by demolition. Use materials comparable to
adjacent undisturbed surfaces for patching.
B. Any new construction work that affects existing building structures shall be patched to match
existing surrounding materials. This includes roofing, walls, walks, flooring, ceilings, and any
other materials that affect structural or architectural integrity of building.
3.07 CLEAN-UP
A. Maintain public streets, alleys, or other thoroughfares, used in carrying out disposal, free of
litter or soil attributable to this operation. Equip and load trucks or other vehicles to prevent
leakage, blowing off, or other escape of any portion of whatsoever. The cost being incurred
by Owner in cleaning such litter will be charged to Contractor and deducted from monies due
or to become due it under this contract.
B. Upon completion of demolition work in each area, thoroughly clean area of all materials not
to remain.
C. Remove materials (except paint) adhered to construction to remain.
D. Leave areas in broom clean and vacuumed condition.
3.08 SCHEDULES
A. Items to be removed and be retained by Owner; deliver to location designated by Owner:
1. Limestone block engraves "1891" in west abutment.
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DEMOLITION
02060 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02110
SITE CLEARING
PART1 GENERAL
1.01 SUMMARY
A. Section Includes the site clearing for construction for bike path and access to the dam
abutments:
1. Remove surface debris.
2. Remove paving, curbs, sidewalks, seal coat, and other surfacing materials.
3. Remove trees and shrubs.
4. Remove root system of trees and shrubs.
B. Unit Price - Measurement and Payment
1. Site Clearing:
a. Basis of Measurement: lump Sum.
b. Basis of Payment: Includes clearing site, loading and removing waste
materials from site, applying herbicide to designated plant life and the
relocation of shrubs and trees noted on plans.
C. Regulatory Requirements
1. Conform to applicable city, county, state and federal codes for disposal of debris,
burying debris on site, and use of herbicides.
2. Coordinate clearing Work with utility companies.
PART 2 PRODUCTS
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3.01 EXAMINATION
A. Examine site for compliance with pesticide label requirements.
3.02 PREPARATION
A. Verify that existing plant life designated to remain, is tagged or identified.
3.03 EXECUTION {INSTALLATION {APPLICATIONS
SITE CLEARING
02110-1
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Locate, identify, and protect utilities that remain, from damage.
B. Protect trees, plant grow1h, and features designated to remain, as final landscaping.
C. Protect bench marks and existing structures to remain from damage or displacement.
D. Clear areas required for access to site and execution of Work, as noted on plans.
E. Remove paving, curbs, sidewalks, seal coat and other surfacing materials.
F. Remove trees and shrubs indicated. Remove stumps, main root ball, and root system
to a depth of 18 inches (450 mm).
G. Clear undergrow1h and deadwood, without disturbing subsoil.
H. Apply herbicide to remaining stumps to inhibit grow1h.
I. Remove debris, rock, and extracted plant life from site.
3.04 FIELD QUALITY CONTROL
A. Verify pesticide effectiveness.
END OF SECTION 02110
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02110 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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DEWATERING
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1.01 SUMMARY
A. Section Includes: Provide and removal of all labor, materials, and equipment necessary to
dewater all excavations and trenches in accordance with the requirements of the Contract
Documents. The Contractor shall secure all necessary permits to complete the
requirements of this Section.
B. Measurement and Payment
1. Dewatering.
a. Measurement and Payment: As described in Schedule of Prices in Section 00300
- Form of Proposal. If not described in Schedule of Prices, dewatering shall be
incidental to excavations and cofferdam construction.
1.02 REGULATORY REQUIREMENTS
A. Conform with all city, county, state, and federal requirements and obtain permits for the
control and discharge of water from dewatering operations.
B. Coordinate with Owner, other Contractors, sub-Contractors and governmental bodies.
C. Secure all necessary permits to complete the requirements of this section.
1.03 SUBMITTALS
A. Prior to excavation, submit for review a detailed plan, operation and removal schedule for
dewatering. Contractor may be required to demonstrate the system and to verify that
adequate equipment, personnel, and materials are provided to dewater the excavations and
trenches at all locations.
1.04 QUALITY ASSURANCE
A. Contractor shall have sole responsibility for controlling discharge rate and effect of the
dewatering system.
DEWATERING
02140 - 1
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Where structures are adjacent to areas of proposed dewatering, reference points shall be
established, observed and recorded at frequent intervals to detect any settlement. The
Contractor is responsible for conducting the dewatering operation and protecting adjacent
facilities. The cost of replacement, repairing any damages, or restoration of facilities shall
be the responsibility of the Contractor.
C. Dewatering system shall be adequate to assure the integrity of the project.
PART 2 PRODUCTS
2.01 EQUIPMENT
A. Dewatering may include, but not limited to, wells, well points, sumps, temporary pipelines
for water disposal, rock or gravel placement, or any combination. Standby pumping
equipment shall be maintained on the job site.
PART 3 EXECUTION
3.01
A.
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GENERAL
Provide and remove all equipment necessary for dewatering. Provide dewatering
systems with sufficient pumping equipment and machinery in good working condition and
provide at all times, competent workmen for the operation of the systems. Adequate
standby equipment shall be kept available at all times to insure continuous and efficient
dewatering and maintenance of dewatering operation.
B.
Groundwater shall be maintained at least two (2) feet below the bottom of any excavation
or trench, unless site conditions prohibit, such as rock.
C.
Dewatering for structures and pipelines shall commence when groundwater is first
encountered, and shall be continuous until such times as water can be allowed to rise in
8l;;cordance with the provisions of this Section or other requirements.
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Atall times, site grading shall provide drainage. Surface runoff shall be diverted from
exCavations and trends. Surface runoff shall be collected in shallow ditches around the
pe.dmeter, drained to sumps, and be pumped or drained by gravity to maintain a bottom
freeJrom standing water.
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E::, DeWatering methods shall preserve the undisturbed bearing capacity of the subgrade
." soils at proposed bottom of excavation.
F. If foundation soils are disturbed or loosened by the upward seepage of water or an
uncontrolled flow of water, the affected areas shall be excavated and replaced with
DEWATERING
02140 - 2
c
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
crushed rock at no additional cost to the Owner.
G. Flotation shall be prevented by the Contractor by maintaining a positive and continuous
removal of water. The Contractor shall be fully responsible and liable for all damages,
which may result from failure to adequately keep excavations and trenches dewatered.
H. If well points or wells are used, they shall be adequately spaced to provide the necessary
dewatering and shall be sandpacked and/or other means used to prevent pumping of fine
sands or silts from the subsurface. A continual check by the Contractor shall be
maintained to ensure that the subsurface soil is not being removed by the dewatering
operation.
I. Dispose of water in a suitable manner without damage to adjacent property. Water shall
not be drained into work built or under construction. Water shall be filtered using an
approved method to remove sand and fine-sized soil particles before disposal into any
drainage system.
J. The release of groundwater to its static level shall be performed in such a manner as to
maintain the undisturbed state of the natural foundation soils, prevent disturbance of
compacted backfill and prevent flotation or movement of structures or pipelines.
K. Provide groundwater monitoring wells as necessary.
END OF SECTION 02140
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DEWATERING
02140 - 3
"
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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SECTION 02160
EXCAVATION SUPPORT SYSTEMS
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PART 1
GENERAL
1.01 SUMMARY
A. Section Includes
1. Designing, providing, and maintaining shoring, sheeting, and bracing necessary to
support the sides of excavations, to protect the safety of workers and the public, and to
prevent detrimental settlement and lateral movement of existing facilities, adjacent
property, and completed work.
B. Method of measurement and payment:
1. No separate measurements or payment will be made for the excavation support systems
required to construct the project. Cost for such support systems shall be included in
other bid items.
1.02 REFERENCES
A. Iowa Department of Transportation - "Standard Specifications for Highway and Bridge
Construction," plus current supplemental specifications and special provisions.
1.03 SYSTEM DESCRIPTION
A. The excavation support system shall be capable of restraining the earthen embankment and
shall be designed for the appropriate soil conditions encountered. It shall also be designed
for additional surcharge due to weight of equipment on top of the embankment adjacent to
the wall.
1.04 SUBMITTALS
A. Drawings showing excavation support and movement monitoring plans and materials.
1. Details of shoring, bracing, sloping, or other provisions for worker protection.
2. Design assumptions and calculations.
3. Methods and sequencing of installing excavation support.
4. Proposed locations of stockpiled excavated material.
5. Minimum lateral distance from the crest of slopes for vehicles and stock pile materials.
6. Anticipated difficulties and proposed resolutions.
7. Movement monitoring plan addressing following plus any additional topics:
a. Contractor survey control
EXCAVATION SUPPORT SYSTEM
0216001
Howard R. Green Company
Project No, 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
b. Locations of monitoring points
c. Plots of data trends
d. Intervals between surveys
PART 2
PRODUCTS
2.01 MATERIALS
A. The materials used shall be of good quality and free of defects which could affect the
structural integrity of the system.
PART 3
EXECUTION
3.01 CONSTRUCTION
A. Construct according to design plans, using design, shoring, sheeting, and bracing submitted
and necessary supports for the sides of excavations and to protect the safety of workers
and public, to prevent detrimental settlement and lateral movement of existing facilities,
adjacent property, and completed work,
B. For trench excavation exceeding 5 feet in depth, provide safe systems meeting the
requirements of all applicable state and local construction safety orders and federal
requirements,
END OF SECTION 02160
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EXCAVATION SUPPORT SYSTEM
02160-2
Howard R. Green Company
Project No. 513015-J
Iowa C~ Wate~ivision
Iowa Riverpam R6f\9vatiolt
3,"1owa CitY, lovJal.
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SECTION 02170
COFFERDAMS
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PART1 GENERAL
1.01 SUMMARY
A. Section Includes
1. Designing, certifying the safety of, supplying all materials, equipment and labor to
construct a water tight containment area upstream and downstream of the dam and
in two phases as shown on the plans. The work shall also include complete
removal of the system and restoration of area to original conditions.
B. Measurement and Payment
1. No measurement and separate payment will be made for this work. It will be bid
and paid for as lump sum as shown on Bid Form.
1.02 REFERENCES
A. Iowa Department of transportation - 'Standard Specifications for Highway and Bridge
Construction" plus current supplemental specifications and special provisions.
B. See notes on Sheet 5 of plans for additional requirements.
1.03 SYSTEM DESCRIPTION
A. Cofferdam shall be designed to provide a safe water tight work area and shall be designed
to withstand a minimum water elevation of 2' above normal pool on upstream side and 4'
above normal pool on downstream side. Contractor shall make provisions for flooding
interior of their work area if high water threatens the integrity of the cofferdam system. The
cofferdam system shall also include any means needed, such as well points or sump, to
keep the work area dry during these operations.
1.04 SUBMITTALS
A. The contractor shall submit information on:
1. A cross section of the cofferdam system.
2. A sequence of construction for placement of cofferdam.
3. The materials to be used to construct the cofferdam including:
a. Select Earthen Fill
b. Steel Sheet Parking
COFFERDAMS
02170-1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
c. Riprap
d. Dewatering equipment
4. Method of dewatering.
5. Plan of operation should the cofferdam be threatened by high water.
6. Location of source of earthen fill.
7. Location of disposal of all construction material.
8. Certification of safe design.
1.05 QUALITY ASSURANCE
A. Qualification: The contractor shall provide a list of at least two other projects of a similar
nature where they built cofferdams across rivers. This information shall include the size of
the cofferdam and the client contact name.
B. Regulatory Requirements: The provisions of the Iowa Department of Natural Resources
and the Corps. Of Engineers shall be followed in constructing the cofferdam in the river.
The contractor shall provide a one week notice to each agency prior to placing any material
in the f1oodway.
1.06 PROJECT SITE CONDITION
A. Environmental Requirements: Prior to draining the water located inside the cofferdam, the
contractor shall remove all fish as per the requirements noted on the plans.
1.07 MAINTENANCE
A. The contractor shall provide continued monitoring and maintenance of the cofferdam to
insure its structural integrity.
PART 2 PRODUCTS
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MATERIALS
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: A. The::Select Earthen Fill used in the dam shall be a cohesive water tight material selected
-'- from-.an upland north wetland site.
~a, Theflprap shall be used to protect the exposed side of the cofferdam and may be used as
thefioal revetment store if it satisfies Section 2275 of this specification.
.,
PART 3 EXECUTION
3.01 EXAMINATION
A. The contractor shall verify site conditions prior to bidding this work. While approximate
COFFERDAMS 02170 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
water depths are shown and approximate quantities noted, they are to serve only as
guidelines and are not meant to be final dimensions or quantities.
3.02 RESTORATION
A. The contractor shall restore the soil occupied by the cofferdam to the original condition at
the completion of the work.
END OF SECTION 02170
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02170 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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SECTION 02220
EXCAVATION, BACKFILL, AND COMPACTION
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A. Section includes
1. Excavation, backfilling, and grading for structures to include: building foundations, slabs on
grade, and paving.
2. Dewatering, sheeting, shoring and bracing, and associated work.
3. Importing fill materials.
4. Disposal of excess or unsatisfactory materials.
5. Underground obstructions.
B. Measurement & Payment
1. Measurement will be made on excavations and backfill necessary to build slopes to grades
as shown on plans. For structures the allowance for excavation site shall be based on that
for structures as outlined in the Iowa Department of Transportation "Standard Specifications
for Highway and Bridge Construction,"latest edition and current supplements thereto.
2. Payment will be based on cost per cubic yard for material excavated or placed.
1.02 REFERENCES
A. ASTM D1556 - Density of Soil in Place by the Sand-Cone Method.
B. ASTM D1557 - Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 Ib
(4.54 kg) Rammer and 18 in (454 mm) Drop.
C. ASTM D2167 - Density of Soil in Place by the Rubber-Balloon Method.
D. ASTM D2922 - Density of Soil and Soil-Aggregate in Place by nuclear Methods (Shallow Depth).
E. ANSI/ASTM D698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate
Mixtures, Using 5.51b (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop.
F. Iowa Department of Transportation "Standard Specifications for Highway and Bridge
Construction," latest edition and current supplements thereto.
1.03 UNDERGROUND OBSTRUCTIONS AND EXISTING UTILITIES
A. Before starting operations in any area in the vicinity of utility facilities, the Contractor shall notify
each utility of any operation which may affect their facilities. Such notice shall be provided to
each utility ,sufficiently in advance of such operations to allow the utility time to mark the location
of, relocate, adjust, or otherwise protect their facilities. The Contractor shall reach an agreement
EXCAVATION, BACKFILL, AND COMPACTION
02220 - 1
.
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
with each utility on appropriate action necessary to protect or relocate the utility facilities. The
cost of such action to protect the facilities, except for locates, shall be borne by the Contractor.
The One-Call System (1-800-292-8989) shall be utilized for locates for those utilities which
subscribe to this service.
B. At all times the Contractor shall conduct his operations so that necessary clearances are
maintained and said utility facilities are protected. The Contractor must comply with all local,
State, and Federal, or other regulations in performing work near utility facilities.
C. Should the Contractor damage any of the utility facilities during Contractor's operations or
detenmine the work cannot be perfonmed safely, the Contractor shall immediately notify the utility
involved and cease work until arrangements are made to prevent further damage or a serious
accident. Any and all damage, including disruption of service, to any utility facility resulting from
Contractor's operation will be repaired by the utility; the cost of said repairs and service
disruption shall be borne by the Contractor.
D. Failure of the Contractor to provide timely notice to the utility or to conduct his operations in such
manner that proper clearances are maintained and the utility facilities are protected at all times
will be ground for the issuance of a Stop Work Order.
E. Notify Engineer of unexpected subsurface conditions and discontinue work in area until Engineer
provides notification to resume work.
1.04 PROJECT/SITE CONDITIONS
A. Field Measurements. Verify that survey bench mark and intended elevations for the Work are
as shown on Drawings.
B. Stockpiling Excess Materials. Remove excess topsoil and excavated material suitable for
backfill to location identified as contractor's storage area.
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W<;Iste Materials. Remove brush, rubbish, spoil, and material not suitable for backfill and
diSpose to an off-site location obtained by Contractor.
1 ,_-:.Remove waste material promptly as it is generated by construction oper3tions; do not penmit
-_:to accumulate. See also "Cleanup," this Section.
2. -,i3rade disposal areas periodically to reasonably neat surface to provide for drainage and
,access by others.
3. 'Haul routes:
a; Determine haul roads with approval of agency having jurisdiction over proposed
- roadway.
b. Make condition survey of haul roads prior to use and document with necessary
photographs and written descriptions.
c. Keep reasonably free from dirt, dust, mud, and other debris from construction
operations.
d. Clean a minimum of twice a week.
e. Repair any damaged haul routes to match existing conditions before use.
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EXCAVATION, BACKFill, AND COMPACTION
02220 - 2
;
Howard R. Green Company
Project No, 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
D. Existing Utilities
1. Before starting operations in any area in the vicinity of utility facilities, the Contractor shall
notify each utility of any operation which may affect their facilities. Such notice shall be
provided to each utility sufficiently in advance of such operations to allow the utility time to
mark the location of, relocate, adjust, or otherwise protect their facilities. The Contractor
shall reach an agreement with each utility on appropriate action necessary to protect or
relocate the utility facilities. The cost of such action to protect the facilities, except for
locates, shall be borne by the Contractor. The One-Call System (Iowa: 1-800-292-8989)
shall be utilized for locates for those utilities which subscribe to this service.
2. At all times the Contractor shall conduct his operations so that necessary clearances are
maintained and said utility facilities are protected. The Contractor must comply with all local,
state, and federal, or other regulations in performing work near utility facilities.
3. Should the Contractor damage any of the utility facilities during Contractor's operations or
detennine the work cannot be performed safely, the Contractor shall immediately notify the
utility involved and cease work until arrangements are made to prevent further damage or
a serious accident. Any and all damage, including disruption of service, to any utility facility
resulting from Contractor's operation will be repaired by the utility; the cost of said repairs
and service disruption shall be borne by the Contractor.
4. Failure of the Contractor to provide timely notice to the utility or to conduct his operations
in such manner that proper clearances are maintained and the utility facilities are protected
at all times will be ground for the issuance of a Stop Work Order.
5. Notify Engineer of unexpected subsurface conditions and discontinue work in area until
Engineer provides notification to resume work.
E. Project Record Documents
1. Accurately record actual locations of utilities remaining, by horizontal dimensions, elevations
or inverts, and slope gradients,
F. Regulatory Requirements
1. Conform to applicable city, county, state and federal codes for disposal"Pf detilS, and use
of herbicides. ?;
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PROJECT RECORD DOCUMENTS
A. Submit under provisions of Section 01700.
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B. Accurately record actual locations of utilities remaining, by horizontal dimensioFll;, elevations or
inverts, and slope gradients. -
PART 2 PRODUCTS
2.01 EXCAVATION CLASSIFICATION OF MATERIALS
A. Earth. All materials not classified as rock or rubble, includes: Clay, sill, sand, gravel, hardpan,
disintegrated shale and rock debris, junk, brick, loose stones, and boulders less than 1/3 cubic
EXCAVATION, BACKFILL, AND COMPACTION
02220 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
yards (0.25 cu m) in volume.
B. Rock. Buried boulders larger than 1/3 cubic yards (0.25 cum) in volume or materials so hard
and dense that continuous loosening by pneumatic tools or blasting is required for removal.
C. Rubble. Buried concrete foundations, beams, walls, and other materials which require
continuous use of pneumatic tools or blasting.
2.02 MATERIALS - GENERAL
A. Use of backfill for under parking lots, streets, or other paved areas.
1. Use material obtained from site or from off-site borrow areas.
2. Backfill material to be free of foreign substance, debris, large stones, rocks, roots, organic
or frozen material, expansive material and other deleterious materials.
B. Stabilizing material: sharp, clean crushed stone; comply with following gradation:
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Pipe Diameter
4" -18" Over 18"
Sieve Percent Passing Percent Passing
1-1/2" 100
1" 100 95-1 00
3/4" 80-95 35-70
1/2" 35-60 25-50
3/8" 20-40 1 0-30
NO.4 0-5 0-5
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C. Engineer may authorize change in gradation subject To materials available locally at time of
construction.
2.03 STRUCTURAL Fill
A. Use for backfill against and under concrete foundations, walls, and slabs. Material must be free
draining and may be either Item B or C listed below.
B. Sand consisting of clean, well-graded mineral particles.
1. Size and grading: Maximum of 95% passing 3/8" sieve and not over 5% passing No.1 00
sieve, well-graded between 95% passing and 5% passing sizes.
2. Material shall be washed and free of earth, clay, or other foreign substances.
EXCAVATION, BACKFill, AND COMPACTION
02220 - 4
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
C. Porous granular material shall be a granular crushed stone or granular free from clay and
objectionable clay coatings.
1. The abrasion loss, as determined by AASHTO T96, Method C, shall not exceed 45. When
particles retained on the No.4 sieve are subjected to freezing and thawing, Iowa DOT
Materials laboratory Test Method 211, Method A, the loss shall not exceed 10 percent.
The aggregate shall not contain more than 5 percent shale particles retained on the No.
16. sieve.
The aggregate shall meet the following gradation requirements:
Sieve Size
%
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3/8
4
15-50
8
0-8
Percent Passing
100
95-1 00
50-1 00
This material specification is according to the Standard Specifications for Highway and
Bridge Construction of the Iowa Department of Transportation, Series 1992, Section
4131 Porous Backfill Material, meeting the gradation requirements of Section 4109 for
Gradation No. 29.
2.04 TOPSOil
A. Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken
from drained site; free of roots, rocks larger than 1 inch, (25 mm), subsoil, debris, and large
weeds, clay or impurities, plants; pH value of minimum 5.4 and maximum 7.0.
2.05 SUBSOil
A. Excavated material, graded, free of lumps larger than 6 inches (150 mm), rocks larger than 3
inches (75 mm), and debris.
2.06 CRUSHED STONE BASE
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PART 3 EXECUTION
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3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01039.
B. Verify that survey benchmark and intended elevations for the Work are as indicated.
3.02 PREPARATION
A. Excavate as required for construction work.
EXCAVATION, BACKFill, AND COMPACTION
02220 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Identify required lines, levels, contours, and datum.
C. Identify known underground, above ground, and aerial utilities. Stake and flag locations.
D. Notify the gas, electric, telephone, cable, water, sanitary storm and other utility companies
prior to any excavation in the site area.
E. Protect plant life, lawns, and other features remaining as a portion of final landscaping.
F. Protect bench marks, existing structures, fences, sidewalks, paving, and curbs form
excavation equipment and vehicular traffic.
G. Use special care when excavating under and around existing facilities. Support existing
facilities and earth under facilities to prevent settlement resulting from construction operations.
H. Grade top perimeter of excavation to prevent surface water from draining into excavation.
I. Remove lumped subsoil, boulders and rock up to 1/3 cy (0.25 cu m) measured by volume.
Larger material will be removed in accordance with Section 02221.
J. Correct unauthorized excavation at no extra cost to Owner.
3.03 TOPSOIL EXCAVATION
A. Excavate topsoil from areas to be further excavated or re-graded.
B. Stockpile in area designated on site. Remove excess topsoil not being reused from site.
C. Do not excavate wet topsoil.
D.. Stockpile topsoil to depth not exceeding 8 feet (2.5 m).
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SUBSOIL EXCAVATION
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DO: not excavate wet subsoil.
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Stockpile subsoil to depth not exceeding 8 feet (2.5 m}.
E.
When excavation through roots is necessary, perform work by hand and cut roots with sharp
axe.
EXCAVATION, BACKFILL, AND COMPACTION
02220 - 6
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.05
3.06
3.07
A.
ROCK EXCAVATION
A.
Rock excavation is defined as rock requiring the use of pneumatic tools or explosives for
removal.
B.
When the material can be excavated by means other than pneumatic tools or explosives, such
as a ripper, this excavation shall be considered as earth excavation and, as such, payment
shall not be made for rock excavation.
C.
When rock is encountered, the Contractor shall excavate and haul all rock to an approved site
available to the Contractor at no additional cost to the Owner.
D.
The cost for rock excavation hauling and disposal shall be included in the unit price as shown
on Form of Proposal. Base bid price shall include rock removal.
E.
Excavate to provide pipe bedding cushion for pipeline structures and appurtenances in
accordance with Section 3.02.
F.
Remove and dispose of excavated rock not suitable for backfill; disposal is incidental to cost
of rock excavation.
G.
Trench bottoms carried below required elevation - replace with pipe bedding at no additional
expense to Owner.
H.
Where excavation is to receive concrete, the excavation shall be to the design lines and
grades shown and in the event excavation is outside such lines and grades, the areas of
excess excavation shall be filled with concrete at no added expense to the Owner.
I.
In excavating rock, the Engineer shall be notified so that rock qUantitieS"1'!Y. . be ~sured and
cross sectioned. Rock excavated or blasted before such measuremenfwill n~e allowed.
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Removal: As specified for rock. :::r. ~~
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Remove and dispose of excavated rubble not suitable for backfill; dispoSi(is inclQental to cost
of rubble excavation.
B.
C.
Trench bottoms carried below required elevation: Replace with pipe bedding at no additional
expense to Owner.
FILL AND BACKFILL
Backfill voids resulting from demolition and excavation to obtain grade required around
structures.
EXCAVATION, BACKFILL, AND COMPACTION
02220 - 7
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Backfilling around structures:
1. Backfill after concrete has attained sufficient strength to withstand backfill pressures
without detrimental effects.
2. Prevent displacement of construction during backfilling operations; backfill opposite sides
simultaneously.
C. Fill to elevations or grades shown and required for drainage. Maintain surface and slopes for
drainage during operations.
O. Placement:
1. Maintain surfaces free of water, debris, and excessively wet, frozen, and other
deleterious materials.
2. Place backfill and fill materials in successive horizontal layers not more than 8" (200 mm)
in loose depth.
3. Place materials at proper moisture content for obtaining densities as specified.
Generally maintain within 2% of optimum.
4. Material too dry or too wet to compact properly shall be moistened or aerated to extent
necessary to produce desired results.
E. Compaction:
1. Compact structural fill below foundation slab to at least 98% modified proctor density,
ASTM 015557.
2. Compact structural fill beneath and within 10ft. (3m) of sidewalks, drives, and parking
areas to at least 92% of maximum density as determined by ASTM 01557.
3. Compact structural fill in other areas to at least 88% of maximum density as determined
by ASTM 01557.
4. Sampling and testing shall be performed in each layer of fill and backfill placed to confirm
adequacy of compaction.
5. Pneumatic tired rollers or heavy vibratory compactors shall not be used within 6 ft. (2m)
of structure, walls, pipes, or other construction which might be damaged by compaction
equipment.
3.08 EMBANKMENT CONSTRUCTION
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A- p~are site, place, and compact excavated materials to required elevation and cross section.
B~ Scanfy, disc, and roll foundation areas as necessary to provide proper bond with first layer of
n ne~fiIl.
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If.~ or yielding materials are encountered, remove unstable materials and replace with
, suitfible materials and compact.
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O. Place no roots, brush, grass, or other organic material in embankment; place no material on
embankment when material or foundation is frozen.
E. Step or bench all existing slopes greater than five (5) horizontal to one (1) vertical to connect
existing grade with new fill.
EXCAVATION, BACKFill, ANO COMPACTION
02220 - 8
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
F. Select material for each portion of embankment with approval of Engineer; select materials
to avoid sharp change in texture.
G. Use fill material free of lenses, pockets, streaks or layers, or materials differing from
surrounding materials.
H. Construct embankment in horizontal layers not more than eight inches (8") in loose thickness.
I. Deposit each layer over full width of embankment as separate and distinct operation.
J. After layer is deposited, smooth to uniform depth by means of suitable motor patrol or
bulldozer.
K. Compact selected materials in horizontal layers with tamping or sheepsfoot roller; use roller
designed to provide at least two hundred pounds per square inch (200 psi) distributed on one
(1) row of knobs; tamping feet must project not less than six and one-half inches (6-1/2") from
face of drum.
L. Compact layer by rolling with tamping type roller until full weight of roller is supported by
tamping feet, but with not less than one (1) pass per inch of loose thickness of layer.
M. Roller will be considered to be supported entirely on its tamping feet when feet do not
penetrate more than three inches (3") into material being compacted. '"'~'
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N. If soil is wet so that it will not sufficiently compact by one (1) passage of ro~,per inCh of !close
thickness, provide minimum of one discing per two inches (2") of loose tPilriknes;t - .
1. Cut and stir full depth of layer. :::' ' w
2. Allow interval of not longer than two (2) hours between succes~e disc\9gs,or as
directed by Engineer. :.... r ::;, .
3. After discing is completed, compact layer by specified rolling. ~:
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O. If soil is dry so that it will not satisfactorily compact by rolling, moisten material before
compaction; manipulate material to secure proper distribution of moisture before compaction.
P. Place fill and compact on all sides of structures to same level as fill operation progresses to
protect structures against displacement or other damage.
a. Areas adjacent to structures which cannot be tamped with rollers: Hand tamp with mechanical
tamper to same degree of compaction as specified for other parts of embankment.
R. Whenever operations are suspended during periods of rain or the likelihood thereof, smooth
and compact surface to shed water readily.
S. Compact fill areas in street right-of-way under pavement and under utilities to not less than
ninety-five percent (95%) maximum density; moisture content not less than two percent (2%)
below optimum or more than three percent (3%) above optimum moisture content.
EXCAVATION, BACKFill, AND COMPACTION
02220 - 9
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.09 DEWATERING
A. Furnish, install, and removed dewatering equipment necessary to drain and keep excavations
free of water under all circumstances.
B. Prevent surface water from flowing into excavations; promptly remove any water accumulated.
C. Maintain dewatering operations to prevent groundwater from exceeding elevations shown on
Drawings until construction work has been completed to level indicated.
3.10 SHEETING, SHORING AND BRACING
A. Provide sheeting, shoring and bracing where required to hold walls of excavation and to
protect workers and property. Contractor shall be responsible for proper sizing and placement
of Work.
B. Remove sheeting, shoring and bracing in manner to avoid damage or disturbance to Work.
leave sheeting and shoring in place, where removal will endanger Work, adjacent
construction, or personnel.
3.11 SHEET PILING
A. Steel sheet piles that are installed shall be interlocking type with a web thickness not less than
3/8 inch. The interlock shall be of a type reviewed by the engineer. Used sheet piles shall be
put in proper condition before red riving. The details at angles in sheet-pile walls shall be
adapted to the type of pile used and shall be subject to the review of the engineer. Steel sheet
piles need not be painted unless specified on the plans.
B.
The contractor shall furnish, put in place and maintain such sheet pile, bracing, and shoring,
etc., as may be necessary to support the sides of the excavation and to prevent any
movement of earth other than that intended to be accomplished by the excavation. Such
Sl'Jeet pile shoring and bracing shall be done as may be necessary for the protection of the
work and for the safety of personnel and shall comply with the safety precautions as outlined
iri.lhe Associated General Contractors of America, "Manual of Accident Prevention in
COAstruction", and the "Occupational Safety and Health Act" of 1970 (OSHA). Sheet piles
shall be driven and excavation work conducted in such a manner as to prevent material in
ba~ of sheeting from running under sheeting and into the excavation.
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s.~ immediately filled and well compacted.
D. Sheeting, if used, shall be extracted.
E. Steel sheeting shall be used where indicated on the drawings or as directed by the engineer.
F. Sheet pile design shall be done by a registered engineer in the State of Iowa. Contractor shall
EXCAVATION, BACKFill, AND COMPACTION
02220 - 10
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
submit a copy of the calculations to the engineer.
G. Contractor shall review soil borings for existing conditions.
H. The contractor is to provide a written methodology for sheeting/bracing the excavation for the
sand pit pumping station. Alternates to those proposed by the engineer require approval prior
to beginning work.
3.12 DISPOSAL OF MATERIAL
A. Dispose of excavated material in a suitable disposal area obtained by Contractor.
B. Dispose of debris, large stones, rocks. roots. and organic materials off-site in disposal area
obtained by Contractor.
3.13
CLEAN UP
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A. Clean up each portion of construction as it is completed.
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B. Clean up and remove rubbish, debris, and surplus material.
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D. Reopen to traffic as soon as practicable.
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3.14 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed under provisions of Section 01400.
B. If tests indicate Work does not meet specified requirements. remove Work. replace and retest
at no cost to Owner.
C. Frequency of Tests: Soil density tests shall be taken uniformly throughout the
placing of the fill so that quality control can be maintained at all times. Minimum
requirements are:
1. One field density test for each 25 cy of structural fill. minimum one each lift.
2. One field density test for each 50 cy of controlled fill. minimum one each lift.
3. One field density test for each 500 cy of earth fill. minimum one each lift.
END OF SECTION 02220
EXCAVATION, BACKFill. AND COMPACTION
02220 - 11
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02231
AGGREGATE BASE COURSE
PART1 GENERAL
1.01 SUMMARY
A. Section Includes
1. Aggregate base course under the ACC parking areas of the boat ramp and west parking
(as required), areas under PCC boat ramp and under the land section for the boat ramp
riprap.
B. Measurement and payment
1. Method of measurement and payment:
a) For areas under the ACC pavement, the quantity will be included with the cost
of the ACC pavement.
b) For the areas of the boat ramp it will be measured and paid for under bid item
"Class A Crushed Stone" and by the ton of material needed and used to
construct the areas to the neat lines shown.
1.02 REFERENCES
A. Iowa Department of Transportation - "Standard Specifications for Highway and Bridge
Construction," plus current supplemental specifications and special provisions.
1.03 SUBMITTALS
A. Submit certification that aggregate source is approved by lOOT for material specified.
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PART 2 PRODUCTS
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MATERIALS
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Granular Subbase Material: Section 4121 of lOOT Specifications.
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B. Class A Crushed Stone: Section 4120 of lOOT Specifications.
AGGREGATE BASE COURSE
02231 - 1
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 3 EXECUTION
3.01 INSPECTION
A. Verify compacted subgrade is dry and ready to receive work of this Section.
B. Verify gradients and elevations of base are correct.
C. Beginning of installation means acceptance of existing conditions.
3.02 EQUIPMENT
A. Weighing Equipment and Procedures: Section 2001.07 of lOOT Specifications.
B. Compaction Equipment:
1. Be of such design that operation shall not disturb subgrade or subbase.
2. Types of equipment used shall be in accordance with Section 2001.05 of lOOT
Specifications, except other types of equipment may be used provided it is demonstrated
they will consistently produce specified density and gradation.
3. Compaction equipment known as sheep-foot rollers shall not be used.
C. Proportioning Equipment: When base material is composed of more than one aggregate,
proportioning equipment shall include system of calibrated gates.
D. Spreading Equipment: Be capable of uniformly spreading material to required thickness.
E. Motor Patrols: Section 2001.15 of lOOT Specifications.
3.03 CONSTRUCTION
A. Construct granular subbase to depth of 6 inches, (150 mm) on prepared subgrade or
subbase in accordance with following:
1. Delivery of base material:
a. Engineer may control rate of delivery of aggregate to reduce time aggregate will
remain on subbase in uncompacted condition to practical minimum.
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2. Moisture Content:
a. At time base material delivered to subbase, water shall be uniformly distributed
< throughout material so that all particles are uniformly wetted.
:g Amount of water shall be within 2.0% of amount determined as field optimum to
. produce maximum density, together with stability with field compaction procedure.
c;:: Maintain moisture content in aggregate until compaction of base completed.
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Spreading Aggregate
a,~ Spread material to width and depth that base will conform to desired profile and
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b. Maximum compacted thickness of base material which may be spread for
compaction as single course will be limited to that which will be uniformly and
,j 3.
AGGREGATE BASE COURSE
02231 - 2
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
satisfactorily compacted for full depth of such course by compaction equipment
employed.
c. Spread so uniformity of base material and moisture content is maintained.
d. Contractor responsible for obtaining designated thickness, elevation, gradient and for
application rates.
4. Compaction
a. Promptly after material has been spread, thoroughly and uniformly compact in
accordance with Sections 2210.05 and 2210.06 of the lOOT Specifications.
b. Perform hand tamping in areas inaccessible to compaction equipment.
END OF SECTION 02231
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AGGREGATE BASE COURSE
02231 - 3
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02272
GABIONS
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A. Section Includes
This part of the Specifications includes materials, bedding, backfill, assembly, and
installation for construction of gabion channel lining and gabion retaining walls.
B. Measurement and Payment
1. Basis of Measurement: As described in the Bid Forms.
2. Basis of Payment: This work shall include: furnishing and placing compartmented,
rectangular baskets made of woven wire, filling the baskets with revetment stone,
and installing Filter Fabric.
1.02 REFERENCES
A. lOOT Standard Specifications for Highway and Bridge Construction, latest edition and
current supplements thereto.
PART 2 PRODUCTS
2.01 MATERIALS
A. Baskets: Rectangular baskets; hexagonal triple twist steel wiremesh; galvanized steel
wire; zinc coating; FS QQ-W-46Ig being eleven and one-fourth (11) gauge mesh and nine
(9) gauge selvage rod. Mesh openings shall not exceed 4 1/2 inches in any direction.
Approved brands are Bekaert, Maccaferri, or approved equal.
B. Lacing Wire: thirteen (13) gauge galvanized steel wire; minimum galvanized coating 0.80
ounces per square foot.
C. Diaphragms: Vertical diaphragm conforming to requirements of basket wire; place on
three foot (3') centers, attach to base of baskets.
D. Connecting Wire: As per manufacturer's specification and recommendations; use on
three foot (3') deep baskets.
E. Fill Stone:
1. Class A quality stone conforming to lOOT; sieved, well-graded broken limestone,
GAB IONS
02272 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
dolomite or quartzite; size four inches (4") to eight inches (8"); maximum percent
passing NO.4 sieve: ten percent (10%) maximum-percent wear in accordance with
AASHTO T-96: forty-five (45%).
2. Maximum percent loss by weight after twenty-five (25) cycles of freezing and
thawing: ten percent (10%).
3. Materials shall meet durability requirements of lOOT for use as aggregate in
concrete.
F. Filter Fabric: Non-woven material; lOOT approved for subsurface drainage.
G. Porous Backfill: Well-graded limestone, gravel not exceeding two inches (2") in diameter.
PART 3 EXECUTION
3. 01 BEDDING AND BACKFilL
A. Bedding:
1. Provide firm unyielding foundation for placement of gabion.
2. If unsuitable foundation exists, remove and replace with suitable materials and
compact to not less than ninety-five per cent (95%) maximum density.
B. Backfill:
1. Place and compact porous backfill and earth backfill as shown on plans to not less
than ninety-five per cent (95%) maximum density.
C. Filter Fabric:
1. Fabric shall be placed under and behind the baskets. The fabric shall be placed
transverse to flow line. Overlap filter fabric joints six inches (6") minimum. Filter
Fabric shall be anchored in place using manufacturer s approved methods.
3.03 ASSEMBLY AND INSTALLATION
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Assemble, install, and erect gabions in accordance with manufacturer's instructions and
recOmmendations.
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Assembly:
L:.) Unfold gabion, flatten all kinks and bends.
2,.: Erect sides, ends and diaphragms, creases in proper position and all tops of sides
-:.-, level.
3. .::.. lace four corners of gabion, followed by edges of internal diaphragms.
4. lace gabion with alternating single and double loops no more than six inches (6")
apart.
5. Modify above procedures in accordance with instructions provided by manufacturer
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GABIONS
02272 - 2
c
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City. Iowa
and approved by the Engineer.
C. Installation:
1. Install Filter fabric on approved, finish grade.
2. Place assembled gabion units in their proper location.
3. Lace empty gabions together.
4. Fill baskets by methods recommended by manufacturer. Maintain rectangular
pattern as basket is filled.
5. Place outer layer of fill stone by hand to provide a square appearance. For retaining
walls place larger stone to simulate natural occurring ledge rock.
6. Gabion structures requiring more than one tier shall be laced to the lower one and
lapped so end joints do not coincide.
7. Close and lace gabion basket lids by methods recommended by manufacturer.
Maintain level top to provide even surface for next course.
8. Place porous backfill and earth backfill as shown on plans.
9. Modify above procedures in accordance with instructions provided by manufacturer
and approved by the Engineer.
END OF SECTION 02272
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GABIONS
02272 - 3
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02275
REVETMENT
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A. Section Includes
1. Revetment Stone
2. Filter Blanket
3. Engineering Fabric
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B. Measurement and Payment
1. Revetment Stone:
a. Basis of Measurement: By the ton.
b. Basis of Payment: Furnishing, delivery and placement of riprap.
2. Filter Blanket
a. Basis of Measurement: By the ton.
b. Basis of Payment: Furnishing, delivery and placement of filter blanket material.
3. Engineering Fabric
a. Basis of Measurement: By the square yard (meter).
b. Basis of Payment: Furnishing, delivery and placement of filter fabric.
1.02 REFERENCES
A. Iowa Department of Transportation - "Standard Specifications for Highway and Bridge
Construction," latest edition and current supplements thereto.
1.03 QUALITY ASSURANCE
A. Perform work in accordance with the Iowa Department of Transportation standard
specifications.
B. Provide testing laboratory to sample and test stone from each source for compliance with
specifications.
REVETMENT
02275 - 1
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 2 PRODUCTS
2.01 MATERIALS
A. Revetment Stone: Class E stone in accordance with Section 4130 lOOT Specifications
B. Filter Blanket: Class A crushed stone in accordance with Section 4120.04 Gradation No.
11 lOOT Specifications.
C. Engineering Fabric: Section 4196.01C (Embankment Erosion Control) lOOT
Specifications.
PART 3 EXECUTION
3.01 EXAMINATION
A. Material shall be approved by Engineer prior to delivery and placement.
B. Foundation to receive revetment stone shall be trimmed to lines and grades shown on
plans.
C. Allowable tolerance is plus or minus 2 inches from design slope and grades.
D. Fabric, blanket and stone may be placed only after approval of foundation work by
Engineer.
3.02 PLACEMENT
A. In accordance with Section 2507.03 of lOOT Specifications.
B. Shall maintain the revetment stone throughout the interim of the contract.
C. Materials displaced from lines and grades shall be replaced.
END OF SECTION 02275
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REVETMENT
02275 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02510
ASPHALTIC CONCRETE PAVING
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A. Section Includes :i:
1. This part of the Specifications includes construction of ACC base and surface
courses, both with and without non-integral PCC curb and gutter sections,
placed upon a prepared or corrected subgrade, or a previously constructed
base or subbase.
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1.01 SUMMARY
B. Measurement and Payment
1. Method of Measurement:
a. The area of pavement constructed will be computed to the nearest
square yard. The area of returns and other similar irregular pavement
areas will be determined from dimensions shown in the plans.
b. A.C.Curb will be necessary to the nearest foot.
2. Basis of Payment:
a. Payment for this work shall be at the contract unit price per square yard
for the full thickness and mixture subject to adjustment in accordance
with section 3.05 - Defects or Deficiencies. Each square yard shall
include a 3" thick Type B binder course (3/4" mix) and a 2" thick Type
B surface course (3/4" mix). Payment shall be considered full
compensation for all labor, materials, tools, equipment, and incidentals
required to complete the work as specified herein and on the drawings.
b. Payment for the A.C. Curb shall be at the contractor first price per linear
foot in place and shall be considered full compensation for all labor,
materials, tools, equipment, and incidentals required to complete the
work as specified herein and on the drawings.
1.02 REFERENCES
A. IDOT "Standard Specifications for Highway and Bridge Construction", latest edition
and current supplements thereto.
1.03 DEFINITIONS
Not applicable.
1.04 SUBMITTALS
ASPHALTIC CONCRETE PAVING
02510 -1
Howard R. Green Company
Project No. 513015"J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Certifications that aggregate source and asphalt cement are approved by the Iowa
Department of Transportation.
B. Certification that material supplied meets gradation and job-mix formula specified.
C. Weight tickets for material supplied to site.
D. Provide job-mix formula for review by the Engineer.
E. Provide samples of material to testing laboratory for analysis.
1.05 QUALITY ASSURANCE
A. Owner shall employ and pay for services of an independent testing laboratory for tests
required to show compliance with Specifications. Contractor shall provide
transportation of all samples to laboratory.
B. Certify that sources of asphalt cement and aggregates for concrete are lOOT approved.
C. Core samples shall be taken by the Contractor in accordance with Section 2303 of the
lOOT Specifications.
PART 2 PRODUCTS
2.01 MATERIALS
A. Asphaltic Cement: Iowa DOT 2303.02A, grade AC 10 for binder and surface courses
and grade AC 5 for bases.
B. Prime Coat: Not Applicable.
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Tack Coat: Iowa DOT 2303.02A, SS-1, SS-1H, CSS-1, or CSS1-H.
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Type A Binder and Surface Courses: Iowa DOT 2303.02B, one half inch (1/2") mixture
sl,z~ and Iowa DOT aggregate section 4127. Use only upon approval of the Engineer.
Type B Binder and Surface Courses: Iowa DOT 2303.02B, one-half inch (1/2") mixture
size and Iowa DOT aggregate section 4126. Use only upon approval of the Engineer.
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Type B Class 1 Base Course: Iowa DOT 2302.02B and 2302.02C, three-fourths inch
(3/4") mixture size.
G.
Fabric Reinforcement: Iowa DOT 2303.020.
ASPHALTIC CONCRETE PAVING
02510 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
H. Reclaimed Material: Reclaimed Asphalt Materials (RAP) may be used in the binder and
surface courses.
2.02 PROPORTIONS FOR MIX
A. Contractor to certify that sources of aggregates and bitumen are lOOT approved.
Aggregates proposed for use on the project will be sampled, proportioned, and a job
mix formula will be prepared in accordance with the requirements for the type of mix
specified. The mix design shall be performed by certified testing laboratory hired by the
Contractor or certified Contractor mix design personnel with approval of the Engineer.
Mix design shall comply with lOOT 2303.02C and be reviewed by the Engineer prior
to use on the project.
B. The basic AC content of these mixtures shall be as follows, expressed as percent by
weight of the AC in the total mixture:
Mixture Size
1 inch
3/4 inch
1/2 inch
3/8 inch
Type A Binder and Surface (W') 4.75
5.50
6.00
6.00
Type B Binder Course (Yo") 6.00
Type B Binder and Surface (0/.") 5.25
5.75
6.00
6.25
Type B Base, Class 1 (0/.")
5.25
6.00
6.00
6.25
C. The minimum percent of crushed aggregate may vary by mix type and use. Unless
otherwise designated, Binder and Surface courses will contain 60% crushed aggregate
and base courses 30%.
2.03 STORAGE AND PROTECTION OF MATERIALS
A. Aggregates: Store and handle aggregates to avoid contamination and frequent
variations in specific gravity, gradation or moisture content of materials used; lOOT
2303.04A.
PART 3 EXECUTION
3.01 PAVING PLANT EQUIPMENT AND OPERATION
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A. Paving Plant Equipment: lOOT 2001.
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Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Paving Plant Operations: lOOT 2303.04.
3.02 PAVEMENT CONSTRUCTION
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Trucks: lOOT 2001.03.
B.
Placement equipment: lOOT 2303.05 and lOOT 2001.
Tack Coat: Place bitumen at undiluted rate 0.02 to 0.05 gallon/SY on horizontal
surfaces, 0.10 to 0.15 gallon/SY on vertical; provide sand cover if required; lOOT
2303.17.
C.
D.
Handling and Delivering: ACC shall not be placed when asphalt temperature is less
than 2450 F for lifts of 1-1/2" or less or 2250 for lifts in excess of 1-1/2"; material delivery
should be at a continuous uniform rate, do not incorporate cold segregated material;
lOOT 2303.09.
E.
F.
Fixtures: Adjust all fixtures to final grade prior to placing surface course; lOOT 2303.14.
Fabric Reinforcement: Place as shown on plans; lOOT 2303.11.
G.
Leveling Courses: Leveling courses to be used to fill depressions greater than one inch
(1"); lOOT 2303.06.
H.
Wedge Courses: Conform with general requirements of lOOT 2303.07.
I.
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Fillets: Conform with general requirements of lOOT 2303.19.
Base and Surface Courses: Conform with general requirements of lOOT 2303.08.
1. Thickness of courses to be placed as shown on plans. After the base has been
prepared and tack coated, the succeeding courses may be placed.
2. The surface of each layer shall be clean and free from foreign matter when each
-( succeeding layer is placed. Any surface which becomes dirty shall be cleaned
and if necessary the surface shall be primed to provide bond between succeeding
, .:) courses.
C)
When laying surfaces which require three or more adjacent passes of the finishing
machine, the outer lanes shall be laid first and closure of the surface made by the
interior strips near the center line.
Except for unavoidable delay or breakdown, the delivery of hot asphaltic concrete
to any individual spreading unit shall be continuous and uniform at a rate sufficient
to provide continuous operation of the spreading unit.
All handling and manipulation of the hot mixture from the mixer to the final
placement on the road shall be so controlled that uniform composition is
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ASPHALTIC CONCRETE PAVING
02510 - 4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
maintained and segregation of coarser particles is prevented.
6. Machine Spreading: On areas of uniform width the surface course shall be spread
with a finishing machine. The spreading of surface courses shaB_be at ~ch rate
that when compacted the layer will be of the thickness and dim~sionsjijlecified
on the plans. Hand raking or disturbance of the layer spread by ~maohihe shall
be avoided. . ... f'J .
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K. Hand Work: When practical all wearing surface mixtures shall be spre~d b~Jlnishing
machine. Irregular areas may be spread by hand methods. Do not GB~p trygk loads
of hot mixture directly upon the surface on which whey will be sprea~ load!. may be
dumped on metal pans or the material may be spread by hot shovels directly.-from the
truck to the road surface. Spread hot mixture uniformly to the desired depth with
shovels and rakes. Tines of the rake to be at least one half inch (1/2") longer than the
loose depth of the mixture. The hot mixture shall be carefully smoothed with a lute after
spreading. The handles of the lutes shall be long enough to reach from the edge to the
middle of the strip under construction. Loads shall not be dumped faster than they can
be spread properly. Laborers shall not stand on the loose mixture while spreading;
lOOT 2303.10.
L. Joints: Offset longitudinal joints between succeeding layers a minimum of three inches
(3"), offset transverse joints between succeeding layers a minimum of six feet (6');
provide sawed vertical face at all transverse joints and when meeting existing
pavements; lOOT 2303.13.
1. The use of wood or metal headers to form the edge of the joints during the rolling
of the fresh mixture will not be permitted. The edges of all fixtures in the streets,
edges or curbs, bridges or cold asphaltic concrete shall be tacked to facilitate a
tight joint with the fresh mixture.
M. Compaction: Conform with general requirements of lOOT 2303.12.
1. Thoroughly compact asphalt concrete while hot by rolling to specified density or
tamping. All areas or binder or surface course inaccessible to the roller shall be
thoroughly hand tamped while hot enough to compact properly.
a. Marshall density obtained from approved testing lab for that day's run.
b. Base Course: 94% laboratory density; less then 8% voids, lOOT Class 1C
compaction.
c. Surface Course: Minimum of 95% laboratory density, less than 8% voids,
lOOT Class 1 B compaction.
2. Initial rolling to be performed at such temperature that the mixture will compact
without deleterious movement or distortion under the roller. Target temperatures
are between 2500 and 2750 F. When a three-wheel roller is used, it shall be used
for the initial rolling. When a three-axel tandem roller is used, it shall be used for
the final rolling of the surface. The number of rollers shall be sufficient to compact
the hot mixture as rapidly as it is laid. The rolling shall continue until the
pavement has a density has been obtained.
ASPHALTIC CONCRETE PAVING
02510 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.03 MAINTENANCE OF BASE COURSE
A. Contractor responsible for maintenance of base course; lOOT 2303.22 and lOOT
2303.23.
B. Clean bituminous material from cracks one half inch (1/2") or more in width, blow clean
with compressed air, place backer rod, and fill with a hot-poured joint filler; all cracks
one half inch (1/2") or less in width shall be cleaned with compressed air; remove debris
which would interfere with placement of binder or surface course.
3.04 RESTRICTIONS ON OPERATIONS
A. Limitations: mixtures not to be placed on damp or frozen surfaces; lOOT 2303.18.
B. Temperatures Restrictions:
1. Surface Courses: ambient temperature not less than 400 F and rising.
2. Base Courses: ambient temperature not less than 400 F and rising.
3.05 DEFECTS OR DEFICIENCIES
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Pavement containing excessive cracks, fractures, spalls, or other defects shall be
removed and replaced, or repaired, at no cost to Owner. Severity of defects and
remedy, determined by Engineer.
B.
Testing
1. Contractor shall cut two (2) four inch (4") diameter cores from each course per
600 feet of paving pass at points designated by the Engineer. The surfaces from
which samples have been taken shall be restored by the contractor on the next
day of plant operation.
2. Area represented by each core is one half (1/2) the distance to next core on either
-. side or to end of pavement.
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Additional core samples may be made and measured at Contractor's expense to
determine the extent and severity of pavement deficiency.
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in-thickness or density shall be removed and replaced as directed by the Engineer.
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Smoothness
1. The surface courses shall be checked after the second rolling with a ten (10) foot
straightedge placed parallel to the center line. Any variation greater than one-
fourth inch (1/4") in the surface course shall be corrected. Prior to removal of
bumps the surface shall first be warmed with a surface heater to soften the
mixture until the surface can be loosened, and smoothed with rakes and
straightedge. Do not burn asphalt; while still hot, the mixture shall be rolled to
ASPHALTIC CONCRETE PAVING
02510 - 6
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
obtain proper density; lOOT 2303.15.A.
E. Removal and Replacement
1. When removals are required, remove all materials to the depth specified by the
Engineer. Sawcut vertical edges to depths specified.
2. Partial depth patches: In areas where bituminous material is removed for a depth
greater than one inch but less than the total thickness of the pavement, the
depressions shall be given a tack coat and filled with hot asphaltic concrete mixture
to be deposited in layers not exceeding three inches (3") compacted thickness.
Thoroughly compact weighted pneumatic tire or by tamping with a mechanical
tamper until it has attained a density satisfactory to the Engineer. Succeeding
layers may be placed as soon as the preceding layers may be placed as the
preceding lay has been properly compacted. The final compacted surface shall be
level with, or not in excess of approximately one fourth inch (1/4") above the
surrounding surface.
a. Depressions less than one half inch (1/2"): the surface shall also be first
heated with surface heaters, then loosened and covered with hot, fresh
mixture from which the coarse particles have been removed and raked to the
proper elevation and rolled to proper density.
b. Depressions of one half inch (1/2") or greater: The surface course over the
entire area below the required elevation for the pavement surface shall be
removed and replaced with fresh mixture, smoothed and compacted in layers
to the density required to provide a surface at the correct elevation.
3. Full depth patches:
a. Fill material which is used to adjust the subgrade elevation to be approved by
the Engineer and compacted by rolling or by tamping with a mechanical
tamper. The surface of the subgrade and edges of the old pavement shall be
lightly tacked.
b. The asphaltic concrete patch mixture to be deposited in layers not to exceed
six inches (6") in compacted thickness. Each layer shall be thoroughly
compacted while hot, by rolling or by tamping with mechanical tampers until
it has attained a density satisfactory to the Engineer. Succeeding layers may
be placed as soon as the preceding layer has been properly compacted. The
final compacted surface shall be level with, or not more than approximately
one-fourth inch (1/4") above the surrounding concrete.
4.
Opening to traffic: Patches shall not be opened to traffic until the mixture has
cooled sufficiently to provide stability. If the bituminous coating has not set
sufficiently when the surface is opened to traffic, the Engineer may recwire the
surface to be lightly sanded in order to prevent traffic from pickin~1JP th~ating.
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3.06
FIELD QUALITY CONTROL
ASPHALTIC CONCRETE PAVING
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Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Sampling: The Engineer will sample the uncompacted material in accordance with
current Iowa DOT 1M's.
END OF SECTION 02510
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ASPHALTIC CONCRETE PAVING
02510-8
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING
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A. Section Includes:
1. Portland Cement concrete work including, sidewalks, bikeways and curbs.
2. Reinforcing.
B. Unit Price - Measurement and Payment
1. Concrete Placed:
a. Basis of Measurement: By the square yd.
b. Basis of Payment: Includes all material and labor for mix design, supplying to
site, testing, preparing base, placing, floating, finishing, curing and testing.
2. Reinforcement:
a. Basis of Measurement: Incidental to placement of concrete.
b. Basis of Payment: Includes furnishing to site of material and labor for
installation.
1.02 REFERENCES
A. Iowa Department of Transportation - "Standard Specifications for Highway and Bridge
Construction," latest edition and current supplements thereto.
B. ASTM C94 Ready Mix Concrete.
1.03 QUALITY ASSURANCE
A. Provide samples of materials, job-mix design, gradations and other data for compliance
with Section 4100 and 2301 of the lOOT Specifications.
B. Certificates: Provide certificates that materials comply with specification requirements,
signed by concrete producer and Contractor.
PORTLAND CEMENT CONCRETE PAVING
02520 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
C. Field inspection and testing will be performed under provisions of Section 01400.
D. Certificates
1. Manufacturer's certification that materials meet specification requirements.
2. Material content per cubic yard of concrete furnished:
a. Dry weight of cement
b. Saturated surface-dried weights of fine and course aggregate
c. Quantities. type and name of admixtures
d. Weight of water
3. Ready-mix delivery tickets, ASTM C94.
PART 2 PRODUCTS
2.01 MATERIALS
A. Forms and Equipment: Conform to lOOT Specification, Article 2301.07.
B. Curing Compound; Conform to IDOT Specification, Section 4105.
C. Plastic Subgrade Film: Conform to lOOT Specification, Section 4107.
D. Concrete: Materials and mixing for all concrete work, unless otherwise specified, shall
conform to lOOT Specification, Articles 2301.03 through 2301.06, 2301.16 and 2301.33
r- for air-entrained type C-4 mix with Type 1 cement. Use of f1yash and water reducer per
10'il'<l DOT is permitted.
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Slump: 1" to 3" is the target range, with 4" being the maximum.
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F. Water: If water from a non-potable source is used for mixing the Engineer may require
certification that the water meets the requirements of the appropriate lOOT
Specification.
G. Joint Sealer: Conform to lOOT Specification, Section 4136. for hot-poured joint sealer.
PORTLAND CEMENT CONCRETE PAVING
02520 - 2
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
H. Preformed Expansion Joint Filler: Non-extruding preformed polyurethane foam with
adhesive lubricant.
I. Reinforcing Steel:
1.
Bars: ASTM, 0-34653, Grade 60, epoxy coated.
2.
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3.01 EXAMINATION
A. Verify base conditions under provisions of Section 01039.
B. Verify that compacted subgrade is dry and ready to support paving and imposed loads.
3.02 SUBBASE
A. Section 02231 - Aggregate Base Course.
B. lOOT Specifications. Section 2109 - Natural Subgrade.
3.03 PREPARATION
A. Moisten base to minimize absorption of water from fresh concrete.
B. Coat surfaces of manhole and catch basin frames with oil to prevent bond with concrete
pavement.
C. Notify Engineer minimum 24 hours prior to commencement of concrete operations.
3.04 FORMING
A. Place and secure forms to correct location, dimension and profile.
B. Assemble form work to permit easy stripping and dismantling without damaging
concrete.
C. Place joint filler vertical in position, in straight lines. Secure to form work during
concrete placement.
D. Construct short radius forms to the exact radius.
PORTLAND CEMENT CONCRETE PAVING
02520 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
E. Construct pedestrian ramps at all pedestrian crossings.
3.05 REINFORCEMENT
A. Place reinforcement as indicated.
B. Interrupt reinforcement at expansion joints.
C. Place dowels and reinforcement to achieve pavement and curb alignment as detailed.
3.06 PLACING CONCRETE
A. Place concrete in accordance with lOOT Specifications, Sections 2301 - Pavement,
2511 - Sidewalks, and 2512 - Curb and Gutter.
B. Ensure reinforcement, inserts, embedded parts and formed joints are not disturbed
during concrete placement.
C. Place concrete continuously between predetermined construction joints. Do not break
or interrupt successive pours such that cold joints occur.
D. Place concrete to thickness noted on plans.
3.07 JOINTS
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'A. Joint'1ype and location to be installed as detailed on the plans.
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B., Joinfs:and joint sealing to meet Sections 2301.22 through 2301.25 of lOOT
L_ Specifications.
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q,". JOin(~lers and sealers to meet Section 4136 of IDOT Specifications.
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O',;Saw ~t all joints within 12 hours of placement.
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3.08 FINISHING AND CURING
A. Streets and parking areas in accordance with Section 2301.16 lOOT Specifications.
B. Curb and gutter in accordance with Section 2512.04 lOOT Specifications.
C. Sidewalks in accordance with Section 2511.05 lOOT Specifications.
D. Allow to cure for seven (7) days.
PORTLAND CEMENT CONCRETE PAVING
02520 - 4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.09 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed under provisions of Section 01400.
B. Testing firm will take three concrete test cylinders for every 30 or less cu yds (22 or less
cu m) of each class of concrete placed each day.
C. One additional test cylinder will be taken during cold weather and cured on site under
same conditions as concrete it represents.
D. One slump test and one air test will be taken for each set of test cylinders taken.
E. Maintain records of placed concrete items. Record date, location of pour, quantity, air
temperature, and test samples taken.
F. Remove and replace defective concrete.
3.10 PROTECTION
A. Immediately after placement, protect pavement from premature drying, water flow,
excessive hot or cold temperatures, traffic and mechanical injury.
END OF SECTION 02520
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PORTLAND CEMENT CONCRETE PAVING
02520 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02580
PAVEMENT MARKING
PART1 GENERAL
1.01 SECTION INCLUDES
A. Pavement markings for asphalt and Portland cement concrete pavements.
B. Measurement and payment
1. Method of measurement:
a. Pavement markings will be measured in lineal feet of pavement marking placed with
traffic paint with reflectorizing spheres within the boundaries of the work area as
shown in the plans.
2. Basis of payment
a. Pavement markings will be paid for by the number of lineal feet of pavement
markings placed with traffic paint with reflectorizing spheres at the contract price.
This price shall be payment in full for all labor, material, and equipment
1.02 REFERENCES
A. Iowa Department of Transportation - "Standard Specifications for Highway and Bridge
Construction," plus current supplemental specifications and special provisions.
1.03 SUBMITTALS
A. Lot numbers of the traffic paints used.
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B. Reflectorizing Spheres for traffic paint: Section 4184 lOOT Standard Specifications.
PART 3 EXECUTION
PAVEMENT MARKING
02580 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.01 MARKING ASPHALT OR P.C. CONCRETE PAVEMENT
A. Cleaning:
1. Sweep surfaces with power broom supplemented by hand brooms to remove loose
materials and dirt.
2. Do not begin marking pavements until acceptable to Engineer. No markings shall be
applied until they have obtained adequate cure time on the paving. A minimum of three
days of time elapse after an asphalt pavement is placed.
B. Apply paint with mechanical equipment:
1. Lines shall be 4" (100 mm) wide or at the width designated on the plans. The locations,
lengths, and color are shown on the plans.
2. Provide uniform straight edges.
3. One (1) single coat shall be applied in accordance with manufacturers' recommended
rates.
END OF SECTION 02580
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02580 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02700
STORM DRAIN PIPING
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A. Section Includes
Provide all labor, materials and equipment necessary to install the Reinforced Concrete pipe
(RCP) as shown in accordance with the requirements of the plans and the contract documents.
The Contractor shall secure all necessary permits to complete the requirements of this Section.
B. Measurement and Payment
1. Reinforced Concrete Pipe (RCP)
a. Basis of Measurement: By the number of linear feet installed.
b. Basis of Payment: Furnishing all material, labor, bedding and equipment to place
the RCP as shown.
1.02 REFERENCES
A. American Association of State Highway and Transportation Officials (AASHTO):
1. M170 Specification for Circular Reinforce Concrete Pipe.
1.03 QUALITY ASSURANCE
A. Perform work in accordance of the plans and contract documents.
B. Iowa Department of Transportation- "Standard Specifications for Highway and Bridge
Construction," plus current Supplemental Specifications and Special Provisions.
C. Quality Control Submittal: Manufacturer's Certification of Compliance.
PART 2 PRODUCTS
2.01 MATERIALS
A. Reinforced Concrete Pipe, class 30000.
B. Connectors shall be used on last 3 sections of outlet pipe.
STORM DRAIN PIPING
02700 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 3 EXECUTION
3.01 GENERAL
A. Pipe laying shall proceed upgrade.
B. Excavate at each joint to permit correct assembly and inspection of entire joint.
C. Pipe invert may deviate from line or grade to best fit in field, providing such variations does
not result in a level or reverse slope of invert.
D. Pipe bedding shall form a continuous and uniform bearing and support for the pipe between
pipe joints.
E. Prevent entry of foreign material into joints or pipe.
F. Prior to final acceptance of the storm sewer system, the systems shall be flushed and
cleaned in all parts of the system installed.
END OF SECTION 02700
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STORM DRAIN PIPING
02700 - 2
Howard R. Green Company
Project No. 513015-.J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02712
FOUNDATION DRAINAGE SYSTEMS
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PART 1 GENERAL
1.01 SUMMARY
A. Section Includes
1. Building perimeter, retaining wall and under slab-on-fill drainage system.
2. Filter aggregate and fabric and bedding.
B. Measurement and Payment
1. Pipe and Fittings:
a. Basis of Measurement: By the linear foot.
b. Basis of Payment: Includes excavation, bedding, pipe and fittings, filter aggregate,
filter fabric, connection to collection pit.
1.02 REFERENCES
A. ASTM C4 - Clay Drain Tile.
B. ASTM C412 - Concrete Drain Tile.
C. ASTM C700 - Vitrified Clay Pipe, Extra Strength, Standard Strength, and Perforated.
D. ASTM D2311 - Perforated, Homogeneous Bituminized Fiber Pipe for General Drainage.
E. ASTM D2729 - Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings.
1.03 DEFINITIONS
A. Bedding: Fill placed under, beside and directly over pipe, prior to subsequent backfill
operations.
1.04 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate dimensions, layout of piping, high and low points of pipe inverts,
gradient of slope between corners and intersections.
C. Product Data: Provide data on pipe and pipe accessories.
D. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
FOUNDATION DRAINAGE SYSTEMS
02712 - 1
Howard R. Green Company
Project No. 513015cJ
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
E. Record location of pipe runs, connections, cleanouts and principle invert elevations.
1.05 QUALITY ASSURANCE
A. Conform to applicable code for materials and installation of the work of this section.
B. Verify that field measurements and elevations are as indicated.
1.06 SEQUENCING I SCHEDULING
A. Coordinate work under provisions of Section 01039.
PART 2 PRODUCTS
2.01 PIPE MATERIALS
A. Corrugated Plastic Tubing: Flexible type 4 inch diameter for main and 6" diameter for
laterals with required fittings.
B. Use perforated pipe at subdrainage system; unperforated through sleeved walls.
2.02 FILTER AGGREGATE AND BEDDING
A. Filter Aggregate and Bedding Materials: Shall be 1" maximum size with no more than 3%
passing the #200 sieve. Place a minimum of 9" of bedding in a 2'-0" wide section.
2.03 ACCESSORIES
A. Pipe Coupling: Solid plastic.
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pol~ropylene, nylon or polyester fibers or a combination.
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-!!letermined according to ASTM D 4759 and the reference standard test method in
-parentheses:
'it; Grab Tensile Strength (ASTM D 4632): 100 lb.
15:- Apparent Opening Size (ASTM D 4751): #100 U.S. Standard sieve.
C. Permeability (ASTM D 4491): 150 gallons per minimum per sq.ft.
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PART 3 EXECUTION
3.01 EXAMINATION
FOUNDATION DRAINAGE SYSTEMS
02712-2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Verify that [trench cut] [excavated base] is ready to receive work and excavations,
dimensions, and elevations are as indicated on [layout] Drawings.
3.02 PREPARATION
A. Hand trim excavations to required elevations. Correct over excavation by placement of a
free draining porous backfill.
B. Remove large stones or other hard matter which could damage drainage piping or impede
consistent backfilling or compaction.
3.03 EXECUTION !INSTALLATION I APPLICATIONS
A. Install pipe and pipe fittings in accordance with pipe manufacturer's instructions.
B. Place drainage tile on minimum 6 inch bed free draining granular material 1" maximum size
with no more than 3% passing #200 sieve.
C. Lay pipe to provide positive gravity drainage to discharge point at elevation 677 at sludge
lagoons.
D. Place pipe with perforations facing down. Mechanically join pipe ends.
E. Install pipe couplings.
F. Install aggregate at sides, over joint covers and top of pipe. Provide top cover compacted
thickness of 12 inches.
G. Place filter fabric over leveled top surface of aggregate cover prior to subsequent backfilling
operations.
H. Place aggregate in maximum 8 inch lifts, consolidating each lift.
I. Refer to Section 02220 for compaction requirements. Do not displace or damage pipe
when compacting.
3.04 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section 01400.
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3.05 PROTECTION
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FOUNDATION DRAINAGE SYSTEMS
'd2712 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Protect pipe and aggregate cover from damage or displacement until backfilling operation
begins.
END OF SECTION 02712
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FOUNDATION DRAINAGE SYSTEMS
02712-4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02831
CHAIN LINK FENCES
PART 1
GENERAL
1.01 SUMMARY
A. Section Includes
1. Chain link fence framework, fabric, and accessories to install fence along the top of the
new west abutment of the dam, starting at the south end of west bridge abutment, and
extending downstream to tie into the existing chain link fence, and possibly along the
new path upstream of the dam on the West side.
2. Excavation for post bases and concrete foundations for posts
B. Measurement and Payment
1. Basis of Measurement: By the linear foot, for the fence height specified, based on the
specified post spacing.
2. Basis of Payment: Includes posts, post bases rails, tension wire, fabric, accessories,
attachments and installation.
1.02 REFERENCES
A. ANSI/ASTM A123 - Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products.
B. ASTM A392 - Zinc-Coated Steel Chain-Link Fence Fabric.
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E. ASTM F1083 - Pipe.
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F. Chain Link Fence Manufacturers Institute (CLFMI) Product Manual. r"
G. Iowa Department of Transportation - "Standard Specifications for Highway and Bridge
Construction," latest edition and current supplements thereto.
H. Iowa Department of Transportation Road Plan RC 10 and II.
1.03 SYSTEM DESCRIPTION
A. Fence Height: 6 Feet nominal as indicated on Drawings.
B. Line Post Spacing: 10'-0" on center.
1.04 SUBMITTALS
CHAIN LINK FENCES
02831 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Submit under provisions of Section 01300.
B. Product Data: Provide data on fabric, posts, accessories, fittings and hardware.
1.05 PROJECT RECORD DOCUMENTS
A. Submit under provisions of Section 01700.
1.06 QUALITY ASSURANCE
A. Comply fully with manufacturer's instructions.
1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the products specified in this Section
with minimum three years documented experience.
1.08 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on drawings.
PART 2 PRODUCTS
2.01 MATERIALS
A. Chain Link Fence.
1. Framing and Posts - Steel: ASTM F1083; Schedule 40 steel pipe, galvanized.
2. Fabric Wire-Steel: ASTM A392 zinc coated wire fabric.
3. Concrete: per specification Section 03300.
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L. 1. line Posts: 2.50 inch diameter.
('J 2; . :_~~:rerminal Posts: 3.00 inch.
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3. Top Rail: 1.625 inch diameter, plain end, sleeve coupled.
4. '.F,abric: 6'-0" width, 2 inch (51 mm) diamond mesh interwoven wire, 9 gage, top and
,. " '-bottom salvage knuckle end closed.
,", 5. Tension Wire: 7 gage thick galvanized steel, single strand.
6. Tie Wire: Galvanized steel wire.
7. Caps, Fittings and Hardware: Galvanized coating with set screw or other means of
retaining.
8. Tension Rods: 3/8" (10 mm) round steel rods with tightening device.
2.02 ACCESSORIES
A. A grounding rod shall be installed a minimum of every 20??? This shall be a 5/8" x 8'-0"
copper clad steel grounding rod. Use #2 AWG copper grounding conductor and U.L.
CHAIN LINK FENCES
02831 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
listed clamps. Every section of rail shall have a minimum of 2 grounding rods.
PART 3 EXECUTION
3.01 Chain Link Fence
A. Set intermediate and terminal posts plumb on concrete trench footings. Post spacing 10.0'
(maximum).
B. Brace each gate and corner post to adjacent line post with horizontal center brace rail and
diagonal truss rods. Install brace rail, one bay from end and gate posts.
C. Provide top rail through line post tops and splice with 6 inch (150 mm) long rail sleeves.
D. Install center and bottom brace rail on corner gate leaves.
E. Stretch fabric between terminal posts or at intervals of 100 feet (30 m) maximum, whichever
is less.
F. Position bottom of fabric 2 inches (50 mm) above finished grade.
G. Fasten fabric to top rail, line posts, braces, and bottom tension wire with tie wire at maximum
12 inches (305 mm) on centers.
H. Attach fabric to end, corner, and gate posts with tension bars and tension bar clips.
I. Install bottom tension wire and strap stretched taut between terminal posts.
J. Provide electrical grounds in accordance with Section 2519.05 of lOOT Specifications.
3.02 ERECTION TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch (6 mm).
B. Maximum Offset From True Position: 1 inch (25 mm).
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CHAIN LINK FENCES
02831-3
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 02920
SURFACE RESTORATION
PART1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Incidental grading, preparation of seed bed, fertilization, planting of seed and
mulching, pavement surface restoration and gravel surface restoration.
B. Measurement And Payment
1. Basis of Measurement: As described in the Schedule of Prices in the Form of
Proposal.
1.02 REFERENCES
A. lOOT "Standard Specifications for Highway and Bridge Construction", latest edition and
current supplements thereto.
1.03 QUALITY ASSURANCE
A. The Contractor shall employ and pay for services of the independent testing laboratory
for tests required to show compliance with the specifications. Test results shall be
submitted directly to the Owner/Engineer. Selection of the testing laboratory is subject
to approval of the Owner/Engineer.
B. Certify that materials supplied meet the applicable specifications herein.
1.04
REGULATORY
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SURFACE RESTORATION
02920 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 2 PRODUCTS
2.01
A.
MATERIAL
Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant
growth, taken from drained site; free of roots, rocks larger than 1 inch, subsoil, debris,
large weeds, clay or impurities, plants; pH value of minimum 5.4 and maximum 7.0.
B.
Fertilizer: Granular type and delivered to site in the original bag in good condition for
proper distribution.
C.
Lawn Seed Mixture: Unless otherwise specified the recommended lawn seed mixture
shall be the following:
Creeping Red Fescue
Kentucky Blue Grass
Perennial Rye Grass
22 Ibs. per acre
44 Ibs. per acre
7 Ibs. per acre
D.
Mulch Material: Oat straw or equivalent.
P67,iland Cement Concrete: See Section 02520.
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AsPhalt Pavement (ACC): Use commercially available asphaltic concrete plant mixture;
on~half (1/2) mixture size equivalent to IDOT Type A Surface Mixture; submit current
labO!atory test data; mix design subject to approval of Engineer.
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PART 3 EXECUTION
3.01 GRADING
A. After the back of the curbs have been cured and the concrete set, fill the area back of the
curbs and grade to the level of the top of the curb. The top four (4) inches of backfill shall
be approved soil; free of rocks and concrete.
B. The fill back of the curbs shall blend in smoothly with the undisturbed sod in the parking
and shall provide drainage onto the finished pavements.
C. Perform incidental grading on site to eliminate erosion gullies and ruts, and shall proper
cross section for drainage as directed by the Engineer.
D. If extra earthwork fill is needed, provide fill to conform to lines and grades as shown on
plans.
SURFACE RESTORATION
02920 - 2
Howard R. Green Company
Project No. 513015"J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.02
A.
3.03
A.
3.04
E.
Prior to final inspection, remove all dirt and foreign material from the pavement surface
and remove all concrete, rock, or other debris from fill areas back of the curb and from
intakes.
PREPARATION OF SEED BED
Areas Accessible to Machinery: Thoroughly work areas accessible to field machinery to
a depth of not less than three inches (3"). Soil brought to a loose, friable condition, and
picked free of rocks and concrete chunks in excess of one inch (1") diameter where weed
growth has developed extensively. Use of a disk allowed to disk these weeds into the
ground if the weeds can be completely covered by this method.
B.
Areas Inaccessible to Machinery: Prepare areas inaccessible to field machinery by hand
to a depth of not less than one and one-half inches (1-1/2"). The soil shall be brought to
a loose friable condition.
C.
The seed bed shall be inspected and approved by the Engineer prior to seeding,.,
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FERTILIZER
Rate of Fertilizer: Spread fertilizer uniformly at a rate of 650 pounds per ~cir~fof 15-15-15
commercial fertilizer or equivalent per acre. All areas seeded shall be fā¬lr.tilized::,:
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Fertilize all areas to be seeded or sodded.
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SEEDING
A. Seeding Dates: Spring seeding dates shall be between March 1st and May 30th. Fall
seeding dates shall be between August 10th and September 30th. Legumes shall only
be seeded during Spring planting season before April 15th.
B. Method of Seeding: On areas accessible to field machinery, all grasses and legume seed
sown with a broadcast seeder. Hydraulic seeder on areas inaccessible to field
machinery. Use of hand-cyclone seeders will be permitted.
C. Covering and Compaction of Grasses and Legumes: Follow sowing of grasses and
legumes by not less than one (1) complete rolling with a cultipacker or approved
equipment. Lightly drag or rake by hand seeded area where the compaction equipment
will not operate satisfactorily.
D. Guarantee: If less than fifty percent (50%) of seed fails to become established and
survive to the next season in any given area three (3) square feet or larger, the Contractor
shall be responsible for preparing the seed bed and reseeding as specified in Section
02920.
SURFACE RESTORATION
02920 - 3
Howard R. Green Company
Project No. 513015-J
3.05
A.
B.
3.06
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
MULCHING
Mulch all seeded areas as soon as seed is applied.
Rate: Apply mulch material at a rate of two (2) tons per acre.
C.
Application of Mulch: With exception to Crownvetch, the mulching shall be the final
operation of seeding. Evenly and uniformly distribute and anchor the mulch into the soil.
Anchor mulch into soil by means of dull blades or disc.
PAVING REPLACEMENT
A.
This section describes work to replace existing pavement removed or damaged during
construction; comply with applicable requirements of Concrete Pavement; equal or
exceed the before construction condition and City Standards.
B.
Saw cut edges of removal with saw, concrete cutter, or other equipment which will
produce vertical edge; cut pavement full depth.
C.
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Break up and remove existing concrete or asphalt pavement through use of pneumatic
hammer or other suitable equipment; do not damage remaining pavement; remove
pa~ment to existing joint when required to maintain joint spacing greater than two feet
(2'f1lnd when required by Engineer.
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Prov,ide temporary granular surfacing on streets and driveways immediately following
completion of backfill.
1. :"~Should weather condition or traffic preclude the option of immediately installing the
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c, permanent repairs, temporary measures may be taken upon approval of the
Engineer.
E. Install and maintain dust abatement control measures until surface replacement is
complete.
F. Concrete Pavement: Remove existing concrete pavement full depth and replace with
concrete pavement thickness equal to or greater than existing.
G. When new concrete pavement is constructed adjacent to existing concrete pavement
install "BO" joint.
H. Concrete Curb and Gutter: Remove existing concrete curb and gutter and replace with
new concrete curb and gutter to thickness shown on Standard Drawings; construct new
curb to uniform cross section matching existing curb; depress curb at pedestrian curb
ramp as shown.
SURFACE RESTORATION
02920 - 4
Howard R. Green Company
Project No. 513015,J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
I. Concrete Driveway Removal and Replacement: Remove existing driveways and replace
with new concrete driveways as shown on Standard Drawings and as directed by the
Engineer; score or sawcut driveway to match existing driveway; protect from traffic for
seven (7) days after the concrete is placed.
J. Concrete Sidewalk Removal and Replacement: Remove existing sidewalk and replace
with new concrete sidewalk as shown on Standard Drawings and as directed by Engineer;
score sidewalk to match existing sidewalk in sections not less than nine (9) nor more than
thirty-six square feet (36 sq. ft.) in area; construct expansion joints where sidewalk meets
other sidewalk, curb, or fixtures in the surface; construct expansion joint by installing a
one-half inch (1/2"), full depth of approved premolded joint material.
K. Asphalt Pavement: Remove existing asphaltic concrete pavement full depth and replace
with new asphaltic concrete material and compact as shown on plans and as directed by
the Engineer; use asphaltic concrete only to match existing material and only where
allowed by the Engineer.
1. Clean and apply tack coat to edges of existing pavement and adjacent one foot (1 ')
of subgrade; tack coat bitumen: SS-1, SS-1H, CSS-1, CSS-1H; lOOT 2303.02A.
2. Place asphaltic concrete mixture in layers with the upper five inches (5") in at least
two (2) layers; minimum temperature of mixture during placement: two hundred and
forty-five degrees Fahrenheit (2450F).
3. Compact each layer thoroughly with vibratory compactor; final patch shall have
smooth riding surface and be level with or not more than one-eighth inch (1/8")
above adjacent pavement.
4. Allow mixture to cool sufficiently to provide stability prior to opening to traffic;
schedule work for removal of barricades at end of each working day.
3.07 GRANULAR SURFACING
A. Temporary Accesses: Compact and shape subgrade to drain, place and maintain all
weather surface capable of providing two way access to emergency vehicles and
residents. - c",
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B. Permanent Accesses and existing granular surfaced alley (winter sf1utdowrf;and
penmanent): Compact and shape subgrade to drain, place granular surfactng a mi1'limum
six inches (6") thick, uniformly spread and compact material; maintain.:surfacin!l until .
project acceptance. . .:::)
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END OF SECTION 02920
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SURFACE RESTORATION
02920 - 5
Howard R. Green Company
Project No. 5130157J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 03100
CONCRETE FORMWORK
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes
1. Formwork for cast-in place concrete, with shoring, bracing and anchorage.
2. Openings for other work.
3. Form accessories.
4. Form stripping.
5. Design of forms, shores, and reshores.
B. Measurement and Payment
1. Cost for formwork shall be included in unit cost of concrete in place. )';
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C. ACI 301 - Specification for Structural Concrete for Buildings.
1.03 QUALITY ASSURANCE
A. Perform Work in accordance with AC1347, AC1301, and AC1318.
B. Maintain one copy of the above documents on site throughout construction.
C. Where requirements of this section vary from ACI 301, requirements of this section shall
govern.
D. Design and construct fonmwork, shoring, and bracing to confonm to applicable code and ACI
core requirements.
E. Formwork shall be designed by an engineer licensed in the State of Iowa.
F. Formwork shall result in a final structure that conforms to shapes, lines, and dimensions of
the members as required by the design drawings and specifications.
1.04 SEQUENCING I SCHEDULING
CONCRETE FORMWORK
03100 - 1
Howard R. Green Company
Project No. 513015-.J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Coordinate this work with other trades.
PART 2 PRODUCTS
2.01 FORM MATERIALS
A. Rigid and substantial forms shall be constructed in all cases to produce required
dimensions and finish of the concrete, and to support the wet concrete adequately.
B. Whenever flowing liquids are to come in contact with concrete surfaces and the concrete
is to be exposed above grade. smooth metal or approved manufacturer's forms shall be
used.
2.02 FORMWORK ACCESSORIES
A. All forms shall be equipped with adequate devices for spreading and tying formwork and
for supporting the steel reinforcing.
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a: Foni1~ties shall not leave holes in concrete larger than 7/8" diameter. Ties shall be
commercially manufactured. Wire and band iron will not be accepted.
C..., Form:release agent shall not stain concrete, or absorb moisture, or impair natural bonding
~'J ~r cofpr characteristics of coating intended for use on concrete.
0;: Wood.:.strip chamfers shall be 3/4 x 3/4 inch using maximum possible lengths.
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PART 3 EXECUTION
3.01 EXAMINATION
A. Verify lines, levels and centers before proceeding with fonmwork. Ensure that dimensions
agree with Contract Documents.
3.02 EXECUTION / INSTALLATION / APPLICATIONS
A. Earth forms are not permitted without prior written approval from the Engineer.
B. Erect formwork, shoring, and bracing to achieve design requirements.
C. Align joints and make watertight. Keep form joints to a minimum.
CONCRETE FORMWORK
03100 - 2
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
D. Obtain approval before framing or blocking out openings in structural members which are
not indicated on Drawings. Provide formed openings where required for items to be
embedded in or passing through concrete work.
E. Provide chamfer strips on corners of beams, columns and walls exposed to view.
F. Apply form release agent on fonmwork in accordance with manufacturer's recommendations
prior to placement of reinforcing steel, anchoring devices, and embedded items.
G. Do not apply form release agent where concrete surfaces will receive special finishes or
applied coverings which are effected by agent. Soak inside surfaces of untreated forms
with clean water. Keep surfaces wet prior to placement of concrete.
H. Do not allow form release agent to puddle in forms or come into contact with existing
concrete.
I. Locate and set in place items which will be cast directly into concrete.
J. Coordinate work of other trades in forming and placing openings, slots, reglets, recesses,
chases, sleeves, bolts, anchors, and other inserts.
K. Position recessed reglets for brick veneer masonry anchors to required spacing and
intervals. Coordinate with masonry contractor.
L. Install accessories in accordance with manufacturer's instructions, straight, level, and
plumb. Ensure items are not disturbed during concrete placement.
M. Waterstops shall be securely held in position 50 that they will not be displaced during
concreting and care shall be taken in placing and consolidating the concrete 50 that no
voids or honeycombing occurs adjacent to the waterstops. Avoid contamination of the
waterstop surfaces.
N. Provide temporary ports or openings in formwork where required to facilitate cleaning and
inspection. Locate openings at bottom of forms to allow flushing water to drain.
O. Close temporary openings with tight fitting panels, flush with inside face of fonms, and neatly
fitted 50 joints will not be apparent in exposed concrete surfaces.
P. Clean and remove foreign matter within forms as erection proceeds.
a. Clean formed cavities of debris prior to placing concrete.
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Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
R. During cold weather, remove ice and snow from within forms. Do not use de-icing salts.
Do not use water to clean out forms, unless fomnwork and concrete construction proceed
within heat enclosure. The method of snow and ice removal shall not involve extreme heat
or impact and shall not damage the existing concrete.
3.03 FIELD QUALITY CONTROL
A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with
formwork design, and that supports, fastenings, wedges, ties, and items are secure.
B. Do not reuse wood fomnwork more than three (3) times for concrete surfaces to be exposed
to view. Do not patch formwork.
3.04 FORMWORK REMOVAL
A. Before starting construction, the Contractor shall develop a procedure and schedule for
removal of shores and installation of reshores and for calculating the loads transferred to
the structure during the process. Submit the above information to the engineer for review.
B. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own
weight and imposed loads. As a minimum, concrete fomns shall remain in place for a period
as determined by ACI 347.
C. Concrete strength data shall be based on tests of field-cured cylinders unless approved
,~ oth~ise by the engineer.
fl: Nocenstruction loads exceeding the combination of superimposed dead load plus specified
",-. Iive'lo'ad shall be supported on any unshored portion of the structure under construction,
u_ unless analysis indicates adequate strength to support such additional loads.
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E.' LopseD forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete
':.~: surfaces scheduled for exposure to view. Forms shall be removed in such a manner as to
'.~prevent damage to the concrete and ensure the complete safety of the structure.
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F. Times specified for form removal represent cumulative time during which temperature of
concrete is maintained above 500 F. and concrete is without set controlling admixture.
G. Side fomns of beams, girders, columns, and similar vertical forms, which support no loads
other than the lateral pressure of the plastic concrete, may be removed after 12 hours. Do
not apply any loads on these members until required strength has been verified by the
average of two concrete cylinder breaks.
H. For all walls and building foundations, forms shall remain in place a minimum of four (4)
days after placing concrete. Do not remove the forms until the required strength has been
verified by the average of two concrete cylinder breaks.
CONCRETE FORMWORK
03100-4
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
I. All other structural systems. beams, and slabs shall be adequately shored and all shores
shall be left in place for a minimum of 14 days after placing concrete.
3.05 SCHEDULES - FINISH REQUIREMENTS
A. All projection of ties, spreaders, etc. shall be cut back beneath the wall surfaces and pointed
with mortar of the same mix for flush coating.
B. Completely remove all fins. All exposed vertical concrete surfaces shall be finished by
sacking using a sponge float or burlap to completely and smoothly fill all depressions,
bubbles, and irregularities to leave a uniformly smooth surface. Sacking shall be done
immediately after removing form marks and while the concrete is green (wet).
C. The color of the surface so finished, after drying, shall be lighter than the original concrete,
but not white, and shall be uniform. The material used shall be subject to the approval of
the Engineer.
D. Application of surface finish shall not be started until all other work which might mar the
surface finish has been completed or until finishing operations can be carried on
continuously from beginning to completion.
E. Finish slab on grade by bullfloating, wood floating, steel trowel, and light broom finish to
provide a skid resistant floor.
F. Finish elevated slab by bullfloating, wood floating, and steel trowel to a smooth surface to
receive roof insulation.
END OF SECTION 03100
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CONCRETE FORMWORK
03100 - 5
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City. Iowa
SECTION 03200
CONCRETE REINFORCEMENT
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1. Reinforcing steel bars, wire fabric and accessories for cast-in-place concrete.
B. Measurement and Payment:
1. No separate payment will be made for reinforcing steel or its placement. The cost
for reinforcing steel shall be included in the unit cost of concrete in place.
1.02 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 318 - Building Code Requirements For Structural Concrete.
C. ACI 315 - Manual of Standard Practice for Detailing Reinforced Concrete Structures.
D. ACI SP-66 - American Concrete Institute - Detailing Manual.
E. ANSI/ASTM A82 - Steel Wire. plain, for Concrete Reinforcement.
F. ANSI/ASTM A184 - Fabricated Deformed Steel Bar Mats for Concrete Reinforcement.
G. ANSI/ASTM A185 - Steel Welded Wire Fabric, plain. for Concrete Reinforcement.
H. ANSI/ASTM A496 - Steel Wire. Deformed. for Concrete Reinforcement.
I. ANSI/ASTM A497 - Welded Steel Wire Fabric for Concrete Reinforcement.
J. ANSI/AWS 01.4 - Structural Welding Code for Reinforcing Steel.
K. ANSI/AWS 012.1 - Reinforcing Steel Welding Code.
L. ASTM A615 - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.
M. ASTM A616 - Rail Steel Deformed and Plain Bars for Concrete Reinforcement.
CONCRETE REINFORCEMENT
03200 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
N. ASTM A617 - Axle Steel Deformed and Plain Bars for Concrete Reinforcement.
O. ASTM A704 - Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement.
P. ASTM A706 - Low-Alloy Steel Deformed Bars and Plain Bars for Concrete Reinforoement.
Q. ASTM A767 - Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement.
R. ASTM A775 - Epoxy-Coated Reinforcing Steel Bars.
S. ASTM A884 - Epoxy-Coated Steel Wire and Welded Wire Fabric for Reinforoement.
T. ASTM A934 - Epoxy-Coated Prefabricated Steel Reinforcing Bars.
1.03 SUBMITTALS
A. Shop Drawings: Indicate bar sizes and quantities of reinforcing steel and wire fabric,
bending and placing schedules, and supporting and spacing devices and methods.
Provide diagrams, wall elevations and plans, material grades and relation of reinforc-
ing to adjacent materials. Show location of all lap splices including lengths.
1.04 QUALITY ASSURANCE
../!t. P~orm Work in accordance with applicable codes and ACI 301. latest edition.
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s: Mii1htain one copy of each document on site.
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, , rElqqest by the Engineer.
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Dc. Reijjlorcement bars shall be free from rust pits, seams, flaws. cracks and imperfec-
c.' tions of all kinds. Bars shall be protected from mechanical injury and from weather,
and when placed in the work shall be free of dirt, mill scale. rust, paint, oil and other
coating which would tend to reduce bond.
1.05 DELIVERY. STORAGE, AND HANDLING
A. Deliver reinforcing to site fee of rust and in an undamaged condition. Store in a
manner to protect from rusting and injurious material to come in contact with the
reinforcing.
1.06 PROJECT SITE CONDITIONS
A. Have adequate area to properly store reinforcing.
CONCRETE REINFORCEMENT
03200 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.07 SEQUENCING! SCHEDULING
A. Coordinate with placement of formwork, formed openings, and other work and trades.
PART 2 PRODUCTS
2.01 REINFORCEMENT
A. Reinforcing Steel: ASTM A615, Grade 60 deformed bars for all concrete work,
foundation walls, slabs on grade, and elevated slabs.
B. Welded steel wire fabric: ASTM A 185 plain type in flat sheets.
2.02 ACCESSORY MATERIALS
A. Tie wire shall be minimum 16 gage annealed steel.
B. Chairs, bolsters, bar supports, and spacers shall be sized and shaped for strength and
support of reinforcement during concrete placement. For chairs, bolsters, bar
supports, and spacers setting on grade, load bearing pads on bottom are required to
prevent vapor barrier puncture.
C. Chairs, bolsters, bar supports, and spacers adjacent to weather exposed concrete
surfaces shall be plastic coated steel or stainless steel.
2.03 FABRICATION
A. Fabricate concrete reinforcing in accordance with ACI SP-66 and ACI ~.
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3.01
EXAMINATION
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PART 3 EXECUTION
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A. Verify that site conditions are acceptable prior to starting work.
3.02 PREPARATION
A. Prior to placement of reinforcement, ensure that forms are free of foreign material, and
that form release agent has been applied.
3.03 EXECUTION !INSTAllATION! APPLICATIONS
CONCRETE REINFORCEMENT
03200 - 3
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. All bars shall be accurately bent, placed, spaced and jointed as shown on the plans or
as directed during construction, and shall be securely held in position by approved
devices.
B. Do not displace or damage vapor barrier.
C. Accommodate placement of formed openings.
D. The following minimum concrete cover shall be provided for reinforcement:
Minimum cover, in.
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Concrete cast against and permanently
exposed to earth
Concrete exposed to earth or weather:
NO.6 through No. 18 bars
NO.5 bar, W31, or D31 wire, and smaller
Concrete not exposed to weather or in contact
w.ith ground:
- Slabs, walls, joists:
) No. 14 and No. 18 bars
- No. 11 bar and smaller
Beams, columns:
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Primary reinforcement ties, stirrups, spirals
Shells, folded plate members:
NO.6 bar and larger
NO.5 bar, W31, or D31 wire, and smaller
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1-1/2
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E. All joints or splices shall be made by using approved clamps, or by lapping the ends of
the bars according to ACI 318 for the appropriate location and use. Joints in longitu-
dinal bars shall be staggered as directed. Splicing top bars over supports and bottom
bars at center span shall be avoided. Lap splices and embedment lengths for all
reinforcing bars are shown on the plans.
F. Field bending of reinforcing bars will not be permitted.
G. Maximum size of single conduit or pipes shall be limited in placement as follows:
1. None above top reinforcing layer or below bottom reinforcing layer.
2. None closer than 3 diameters to each other or to nearest reinforcing.
3. None through columns, beams or joists without review of Engineer.
3.04 FIELD QUALITY CONTROL
A. Inspect all reinforcement for compliance with Contract Documents. If deficiencies are
CONCRETE REINFORCEMENT
03200 - 4
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
not corrected, or if an interpretation of the Contract Documents is required. notify the
Engineer immediately.
END OF SECTION 03200
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CONCRETE REINFORCEMENT
03200 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City. Iowa
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SECTION 03300
CAST-IN-PLACE CONCRETE
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PART 1 GENERAL
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1.01 SUMMARY
A. Section Includes
1. Cast-in-place concrete.
2. Control. and expansion and contraction joint devices associated with concrete work.
including joint sealants.
3. Repair work where normal structural concrete can be used for repairs.
B. Measurement and Payment
1. Structural concrete (excluding repair work) is to be paid for based on cubic yard
measured in place volume and shall include all costs for formwork. reinforcing steel,
curing preparation of existing surface.
2. Repair work shall be paid based on cubic foot measured in place and shall include all
preparation of existing concrete surfaces.
1.02 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 302 - Guide for Concrete Floor and Slab Construction.
C. ACI 304 - Recommended Practice for Measuring, Mixing. Transporting and Placing
Concrete.
O. ACI 305R - Hot Weather Concreting.
E. ACI 306R - Cold Weather Concreting.
F. ACI 308 - Standard Practice for Curing Concrete.
G. ACI318 - Building Code Requirements for Reinforced Concrete.
H. ANSI/ASTM 0994 - Preformed Expansion Joint Filler for Concrete (Bituminous Type).
I. ANSIIASTM 01190 - Concrete Joint Sealer, Hot-Poured Elastic Type.
J. ANSI/ASTM 01751 - Preformed Expansion Joint Fillers for Concrete Paving and
Structural Construction (Nonextruding and Resilient Bituminous Types).
CAST-IN-PLACE CONCRETE
03300 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
K. ANSI/ASTM 01752 - Preformed Sponge Rubber and Cork Expansion Joint Fillers for
Concrete Paving and Structural Construction.
L. ASTM B221 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes and
Tubes.
M. ASTM C33 - Concrete Aggregates.
N. ASTM C94 - Ready-Mixed Concrete.
O. ASTM C150 - Portland Cement.
P. ASTM C260 - Air Entraining Admixtures for Concrete.
Q. ASTM C330 - Light Weight Aggregates For Structural Concrete.
R. ASTM C494 - Chemicals Admixtures for Concrete.
S. ASTM C618 - Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral
Admixture in Portland Cement Concrete.
1.03 SUBMITTALS
A. Submit manufacturer's product data for the following:
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1..___ Grout
2. '.~ Curing materials
3. '2 Joint devices
4. . ,.: Attachment accessories
5:--: Floor hardener
(") 6:. ") Cement
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7: . ,Fine aggregate
8: "Course aggregate
, 9. --Admixtures
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1 O. Vapor barrier
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B. Submit concrete mix design at least seven (7) calendar days prior to its use. Concrete
proportions shall be established on the basis of field experience and/or trail mixtures with
materials to be employed. Conform to ACI 318, Chapter 5 requirements.
C. Submit 2 (two) inch long samples of expansion/contraction joint and control joint
materials.
1.04 QUALITY ASSURANCE
CAST-IN-PLACE CONCRETE
03300 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
D. Conform to ACI 305R when concreting during hot weather.
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A. Perform Work in accordance with ACI 301 and ACI 318.
B. Maintain one copy of each document on site.
C. Acquire cement and aggregate from same source for all work.
E. Conform to ACI 306R when concreting during cold weather.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Conveying equipment shall be capable of providing a supply of concrete at site of
placement without separation of ingredients and without interruptions sufficient to pemnit
loss of plasticity between successive increments of placement.
1.06 SEQUENCING I SCHEDULING
A. Coordinate the placement of joint devices with erection of concrete formwork and
placement of form accessories.
B. Coordinate openings in concrete with other trades.
PART 2 PRODUCTS
2.01 CONCRETE MATERIALS
A. Cement: ASTM C150, Type I - Normal or Type IA - Air Entraining. Tricalcium aluminate
shall not exceed 8.0%.
B. Fine and Coarse Aggregates: ASTM C33, "Specifications for Concrete Aggregates", or
ASTM C330, "Specification for Lightweight Aggregates for Structural Concrete".
1. Fine Aggregate: Fine aggregate for all concrete shall consist of clean, hard, durable,
mineral aggregate particles free from injurious amount of silt, shale, coal, organic
matter, or other deleterious substances. The maximum amount of deleterious
substances permitted shall not exceed the following:
Material finer than No. 200 sieve 1.5%
Shale and coal particles retained 2.0%
on No. 16 sieve
The fine aggregate shall be well graded from coarse to fine and shall conform to the
CAST-IN-PLACE CONCRETE
03300 - 3
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
following limits:
Passing 3/8" sieve
Passing #4 sieve
Passing #8 sieve
Passing #30 sieve
100%
90-100%
70-100%
53% maximum
In addition, when the fine aggregate is sieved through the following numbered
sieves - 4,8, 16,30,50 and 100 - not more than 40 percent shall pass one sieve
and be retained on the sieve with the next higher number.
2. Coarse aggregate shall conform to requirements of ASTM C33, Table 2, Size No.
67. 3/4" maximum aggregate. Coarse aggregate shall consist of clean, durable
gravel or crushed stone as required by the Engineer and ASTM Specifications.
Coarse aggregate shall conform to all quality requirements described in current
ASTM Specifications except that pozzolans or other additives may not be used to
compensate for alkali reactivity. Regardless of their probable effect on the durability
of concrete, the following materials shall be considered objectionable. The percent-
age of such materials shall not be greater than the following.
Percent bv Weiaht
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~ Clay lumps
Coal and carbonaceous shale
) Total of all shale and coal combined
. Sticks (wet weight)
Organic material other than coal and sticks
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Unsound chert particles retained on 3/8" sieve
(structural concrete)
Unsound chert particles retained on the NO.4 sieve
(Gradation No.6) 1/2 inch nominal maximum size
Material finer than No. 200
Other deleterious substances
3.0
2.0
0.5
1.5
0.5
, Chert particles which break into three or more pieces when subjected to the
freezing-and-thawing test will be considered unsound.
Chert in aggregate produced from limestone sources is defined as unsound when
any of the fractions of the crushed or uncrushed chert do not meet the soundness
requirements.
CAST-IN-PLACE CONCRETE
03300 - 4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
The total amount of shale, unsound chert, and other kinds of materials whose
disintegration is accompanied by an increase in volume, which may cause the
spalling of the concrete or mortar in which they are contained shall not exceed 2.7%
by weight.
Screened gravel aggregate shall consist of washed and screened gravel, or
pebbles. It may contain a quantity of material obtained from crushing the oversized
stone found in the deposit. Gravel aggregate shall not have a percentage of wear
in excess of thirty-five (35) when tested in accordance with current American
Association of State Highway Officials "Method of Test for Abrasion of Gravel",
Tentative Method T-4 Grading B.
Crushed limestone, as coarse aggregate, shall not contain any excess flat,
elongated or laminated pieces. The quality required will be met by limestone
crushed from ledge formations in which at least 95% shall have a percentage of
wear of 45 or less.
C. Water: Clean and not detrimental to concrete or reinforcing. Water shall be potable.
2.02 ADMIXTURES
A. No admixtures other than air entrainment, may be used without specific approval of the
Engineer.
B. Air-Entraining Admix1ure: ASTM C260.
1. Subject to compliance with requirements, provide one of the following:
a.
b.
c.
d.
"Air Mix" - EUCLID CHEMICAL CO.
"Airtite" - GIFFORD-HILL CO.
"Darex ARA" - W. R. GRACE
"MB-VR" or "MB-AE" - MASTER BUILDERS
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2.03
ACCESSORIES
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A. Bonding agent, when used, shall be reviewed by the engineer.
B. Vapor barrier shall be a minimum of 8 mil thickness and manufactured by American
Sisalkraft Corp or W. R. Grace Co.
C. Non-ShrinklNon-staining grout.
1. Premixed compound consisting of non-metallic aggregate, cement, water reducing
CAST-IN-PLACE CONCRETE
03300 - 5
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
and plasticizing agents; capable of developing minimum compressive strength of
2,400 psi in 48 hours and 7,000 psi in 28 days.
2. Approved manufacturers:
a. "Supreme Grout" - GIFFORD HILL
b. "Crystex" - L & M CONSTRUCTION CHEMICALS
c. "588 Non-Metallic, Non-Shrink Grout" - W. R. MEADOWS
d. "Master Flow 713" - MASTER BUILDERS
e. "Sonogrout" - SONNEBORN
f. "Five Star Grout" - U. S. GROUT CORP.
D. Curing membrane.
1. Curing membrane shall be a spray applied inorganic silicate base compound for
surface application.
2. Approved manufacturers:
a. "Cure-Hard" - W. R. MEADOWS
b. "Sonosil" - SONNEBORN
E.
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Waterstops.
1. Polyvinyl chloride: Federal Specifications CRD-D-572 w.R. Meadows Inc.; B.F. Goodrich
Company; Progress Unlimited
ace Construction Joints: Use flat profile mechanical ribbed ends 7" wide, 5/16" minimum
; thickness.
. b:: Expansion Joints: Use split center bulb with mechanical ribbed ends 9" wide, y,"
':::minimum thickness.
. c. :Use in all new pours.
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. ~1. Material: Waterstop Rx Cold Joint Water Stoop Volclay Water proofing systems by
c, American Colloid Company.
a. Type: RX101
b. Size: 1"X3/4"
2.04 JOINT FILLER MATERIALS
A. Joint Filler, Type B, ASTM D1752, Closed cell polyvinyl chloride foam, resiliency recovery
of 95 percent if not compressed more than 50 percent of original thickness.
B. Sealant two component self-leveling urethane sealant Sonolastic SL2 manufactured by
Sonneborn (1-800-433-9517) or approved equal.
2.05 CONCRETE MIX
A. Mix and deliver concrete in accordance with ASTM C94. Addition of water to the batch
will not be permitted without permission of the Engineer.
CAST-IN-PLACE CONCRETE
03300 - 6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Contractor shall supply to the Engineer mix design for review at least seven (7) calendar
days prior to its use.
C. Concrete shall meet the following mix design:
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Required Compressive Strength (28 day) 4000 psi '"
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Water/Cement Ratio (maximum) 0.45 '-
Aggregate Size (maximum) 0/. inch . f _.
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Air Entrainment 6 percent.:!: 1 % -,.,. ..
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Slump - Plus or minus 1 inch 4 inches ,.
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Slump - Mass concrete 3 inches
D. Use accelerating admixtures in cold weather only when approved by Engineer. Use of
admixtures will not relax cold weather placement requirements.
E. Calcium chloride is not allowed.
F. Method and application of curing shall account for concrete temperature, air temperature,
relative humidity, and wind velocity. When evaporation rates exceed 0.2Ib.lsq.ft.lhour,
precautions shall be taken to prevent plastic shrinkage cracking. Use figure 2.1.5 of ACI
305R for evaluating.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify requirements for concrete cover over reinforcement.
B. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete
are accurately placed, positioned securely, and will not cause hardship in placing
concrete.
3.02 PREPARATION
A. Concrete shall not be cast on or against either frozen ground or frozen concrete.
B. Install joint devices in accordance with manufacturer's instructions. Maintain correct
position to allow joint cover flush with floor and wall finish.
C. Install vapor barrier under interior slabs on grade. Lap joints minimum 6 inches and seal
watertight by taping edges and ends. Flash around all columns and pipes which extend
below the floor slab using Hydrocide Mastic by Sonnebom Building Products, or approved
CAST-IN-PLACE CONCRETE
03300 - 7
Howard R. Green Company
Project No. 513015-J
3.03
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
equal, installed in accordance with manufacturer's recommendations.
D.
Prepare previously placed concrete by mechanical methods. Areas to receive new
concrete must be clean, sound, and free of contaminants. All loose and deteriorated
concrete shall be removed by mechanical means approved by the engineer.
E.
Ensure reinforcement, inserts, embedded parts, formed joint fillers and joint devices will
not be disturbed during concrete placement.
EXECUTION I INSTALLATION I APPLICATIONS
A.
Place concrete in accordance with ACI 301.
B.
Maintain records of concrete placement. Record date, location, quantity, air temperature,
wind, humidity, clear or overcast, and test samples taken.
C.
Notify Engineer a minimum 48 hours prior to commencement of concrete placement
operations.
D.
Repair vapor barrier damaged during placement of concrete reinforcement. Repair with
vapor barrier material. Lap over damaged areas minimum 6 inches and seal watertight.
E.
Separate slabs on grade from vertical surfaces with 3/8 inch thick joint filler.
Install joint fillers, primer and sealant in accordance with manufacturer's instructions.
E~d joint filler from bottom of slab to within 1/2 inch of finished slab surface. Conform
10 tlfunufacturer's recommendations for surface preparation and installation.
G.' For'slab on grades with floor drains, maintain floor elevation at walls. Slope surfaces
i:::', uniformly to drains at 1/8 inch per foot minimum. Minimum slab thickness shown shall
be maintained.
~~
I-e; Fora floor topping over an existing floor, prior to placing concrete, roughen substrate
L,"t concrete surface and remove deleterious material. Broom and vacuum clean.
I. Place concrete continuously between predetermined expansion, control, and construction
joints. Do not interrupt successive placement. Do not permit cold joints to occur.
J. Screed floors and slabs on grade level, maintaining surface flatness of maximum 1/8 inch
in 10 feet.
K. Finish concrete surfaces to requirements of Section 03346.
L. Immediately after concrete placement, protect concrete from premature drying,
excessively hot or cold temperatures, and mechanical injury.
CAST-IN-PLACE CONCRETE
03300 - 8
Howard R. Green Company
Project No. 513015,J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
M. Slab on grade control joints shall be sawn using a "Soffcut" saw as soon as practicle after
finishing but no later than 4 hours after finishing.
N. Maintain concrete with minimal moisture loss at relatively constant temperature for a
period of 7 days. Mist water over floor slab areas during this period.
3.04 FIELD QUALITY CONTROL
A. Responsibility for demonstrating the compressive strength of concrete actually used in
the work in accordance with the foregoing requirements shall be with the Contractor.
B. Duplicate reports of these tests, signed by a representative of a qualified laboratory shall
be filed with the Engineer. The Contractor shall cure and test the cylinders in a laboratory
approved by the Engineer as per the latest ASTM Specifications, at no cost to the Owner.
C.
Should the cylinder fail to comply with the requirements of the latest edition of Specifica-
tions for Concrete for Buildings (ACI301), core tests or load tests may be required at no
cost to the Owner and as directed by the Engineer.
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Concrete Field Testing. ~'
1. Take samples for strength tests of each class of concrete placedt:: :" ""
a. At least once a day ('c.' N
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b. At least once for each 150 cu. yd. of concrete.
c. At least once for each 5000 sq. ft. of surface area for slabs'Ofwalrs2
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2.
If fewer than 5 strengths tests are required by the above j?:
a. Tests shall be made from at least 5 randomly selected batches r..;J
b. If less than 5 batches are used, sample from each batch.
When the total quantity of concrete is less than 50 cu. yd., strength tests are not
required when evidence of satisfactory strength is submitted to and approved by the
building official.
A strength test shall be the average of the strengths of two cylinders made from the
same sample of concrete and tested at 28 days or at test age designated for
determination of fe'.
Laboratory-cured specimens
a. ASTM C172, "Method of Sampling Freshly Mixed Concrete"
b. ASTM C31, "Practice for Making and Curing Concrete Test Specimens in the
Field"
c. ASTM C39, "Test Method for Compressive Strength of Cylindrical Concrete
Specimens"
d. Strength is acceptable when both of the following are met:
1) Every arithmetic average of any three consecutive strength tests equals
or exceeds fc.
2) No individual strength test (average of two cylinders) falls below fc by
3.
4.
5.
CAST-IN-PLACE CONCRETE
03300 - 9
,
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
more than 500 psi.
6. Field-cured specimens
a. May be required by the engineer.
b. Two additional test cylinders will be taken during cold weather concreting and
cured on job site under same conditions as concrete it represents.
c. Conform to ASTM C31, "Practice for Making and Curing Concrete Test
Specimens in the Field".
d. Field cured test cylinders, if required, shall be molded at the same time and
from the same samples as laboratory-cured cylinders.
e. When strength of field-cured cylinders is less than 85 percent of that of
companion laboratory-cured cylinders, procedures for protecting and curing
concrete shall be improved. The 85 percent limitation shall not apply if field-
cured strength exceeds f; by more than 500 psi.
D. Provide free access to Work and cooperate with appointed testing firm. Do not place
concrete until tests indicated conformance with specified requirements.
E. Tests of cement and aggregates may be perfonmed to ensure conformance with specified
requirements.
F. Two additional test cylinders will be taken during cold weather concreting, cured on job
site under same conditions as concrete it represents.
G. A minimum of one slump and air test will be taken for each set of test cylinders taken.
H. Allow Engineer to inspect concrete surfaces immediately upon removal of forms.
I. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer
upon discovery.
J. Patch imperfections as directed.
K. Defective concrete is defined as concrete not conforming to required lines, details,
dimensions, tolerances or specified requirements.
L. Repair or replacement of defective concrete will be determined by the Engineer.
~Jv1. DQ not patch, fill, touch-up, repair, or replace exposed concrete except upon express
direction of Engineer for each individual area.
c - END OF SECTION 03300
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CAST-IN-PLACE CONCRETE
03300 - 10
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 03346
CONCRETE FLOOR FINISHING
PART1 GENERAL
1.01 SUMMARY
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 302 - Guide for Concrete Floor and Slab Construction.
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A. Section Includes
1. Finishing slabs-on-grade and elevated slabs.
2. Surface treatment with sealer
1.02 REFERENCES
C. ASTM E1155 - Determining Floor Flatness and Levelness Using the F-Number System
(Inch-Pound Units).
1.03 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide data on sealer, compatibilities, and limitations.
C. Maintenance Data: Provide data on maintenance renewal of applied coatings.
1.04 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301 & ACI 302.
B. Maintain one copy of each document on site.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect, and handle products to site under provisions of Section 01039.
B. Deliver materials in manufacturer's packaging including application instructions.
1.06 PROJECT I SITE CONDITIONS
Not applicable.
1.07 SEQUENCING I SCHEDULING
CONCRETE FLOOR FINISHING
03346 - 1
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Coordinate work under provisions of Section 01039.
B. Coordinate the work with concrete floor placement and concrete floor curing.
PART 2 PRODUCTS
2.01 CONCRETE MATERIALS
A. Refer to Section 03300 for curing compounds.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01039.
B. Verify that floor surfaces are acceptable to receive the work of this section.
3.02 FLOOR SURFACE TREATMENT
A. Floor Finishing
1. Finish concrete floor surfaces in accordance with ACI 301.
2. Finish the surface of the elevated walkway and approach walkway as per the
requirements for normal exterior sidewalks.
3.03 TOLERANCES
A. Maximum Variation of Surface Flatness For Exposed Concrete Floors: 1/8 inch in 10 ft.
END OF SECTION 03346
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CONCRETE FLOOR FINISHING
03346 - 2
Howard R. Green Company
Project No. 513015cJ
Iowa City Water Division
Iowa River Dam Renovation
Iowa City. Iowa
SECTION 03370
CONCRETE CURING
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PART1 GENERAL
1.01 SUMMARY
A. Section Includes
1. Initial and final curing of horizontal and vertical concrete surfaces.
B. Measurement and Payment
1. No additional payment will be made for curing. All costs associated with curing new
concrete and protection of fresh surface shall be included in the cost per unit of
concrete in place.
1.02 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 302 - Recommended Practice for Concrete Floor and Slab Construction.
C. ACI 308 - Standard Practice for Curing Concrete.
D. ASTM C171 - Sheet Materials for Curing Concrete.
E. ASTM C309 - Liquid Membrane-Forming Compounds for Curing Concrete.
F. ASTM 02103 - Polyethylene Film and Sheeting.
1.03 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide data on curing compounds, compatibilities, and limitations.
1.04 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301 and ACI 308.
B. Maintain one copy of each document on site.
1.05 DELIVERY, STORAGE, AND HANDLING
CONCRETE CURING
03370 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Deliver, store, protect, and handle products under provisions of Section 01600.
B. Deliver curing materials in manufacturer's packaging including application instructions.
PART 2 PRODUCTS
2.01 MATERIALS
A. Membrane Curing Compound Type A: ASTM C309 Type 1, clear, Kure-N-Seal
manufactured by Sonneborn or approved equal.
B. Polyethylene Film Type D: ASTM C171, 6 mil thick, clear.
C. Water: Potable, not detrimental to concrete.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify substrate conditions under provisions of Section 01039.
B. Verify that substrate surfaces are ready to be cured.
3.02 EXECUTION
A. Cure floor surfaces in accordance with ACI 308.
6'; Pooding: Maintain 100 percent coverage of water over floor slab areas, continuously for
4 days.
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C~ Sp~ying: Spray water over floor slab areas and maintain wet for 7 days.
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D;.. Merbbrane Curing Compound: Apply curing compound in accordance with
manufacturer's instructions in two coats with second coat applied at right angles to first.
)
Eu': Curing by ponding may be used in lieu of membrane curing compound.
F. Vertical surfaces: Cure surfaces in accordance with ACI 308.
G. Spraying: Spray water over surfaces and maintain wet for 7 days.
H. Membrane Curing Compound: Apply compound in accordance with manufacturer's
CONCRETE CURING
03370 - 2
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
instructions in one coat.
I. Curing by water spray may be used in lieu of a membrane curing compound.
3.04 FIELD QUALITY CONTROL
A. Protect finished Work under provisions of Section 01500.
B. Do not permit traffic over unprotected floor surface.
END OF SECTION 03370
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CONCRETE CURING
03370 - 3
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 03411
STRUCTURAL PRECAST CONCRETE
PART 1 GENERAL
1.01 SUMMARY
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A. Section Includes:
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1. Precast concrete beams.
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2. Precast concrete plank.
3. Attachments and supporting devices.
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B. Measurement and Payment.
1. Precast Beams:
a. Basis of Measurement: Lineal feet.
b. Basis of Payment: Includes purchasing, delivering, and erecting in place,
including any temporary shoring needed.
2. Precast Concrete Plank:
a. Basis of Measurement: Square feet.
b. Basis of Payment: Includes purchasing, delivering, and erecting in place,
including any temporary shoring needed.
3. Attachments and Supporting Devices:
a. Basis of Measurement: Incidental
b. Basis of Payment: To be considered as incidental to the cost of the precast
beams and plank.
1.02 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 318 - Building Code Requirements for Reinforced Concrete.
STRUCTURAL PRECAST CONCRETE
03411 -1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
C. ANSI/AWS D1.1 - Structural Welding Code - Steel.
D. ANSI/AWS D1.4 - Structural Welding Code - Reinforcing Steel.
E. ASTM A36 - Structural Steel.
F. ASTM A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware.
G. ASTM A416 - Uncoated Seven-Wire Stress-Relieved Strand for Prestressed Concrete.
H. ASTM A615 - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement
I. ASTM A666 - Austenitic Stainless Steel, Sheet, Strip, Plate, and Flat Bar for Structural
Applications.
J. ASTM C150 - Portland Cement.
K. PCI MNL-116 - Manual for Quality Control for Plants and Production of Precast and
Prestressed Concrete Products.
L. PCI MNL-120 Design Handbook - Precast and Prestressed Concrete.
M. PCI MNL-123 - Manual on Design of Connections for Precast Prestressed Concrete.
N. PCI MNL-124 - PCI Design for Fire Resistance of Precast Prestressed Concrete.
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Q;.. UL ;gnderwriter's Laboratories.
p.,= 10wa~:Oepartment of Transportation Standard Specifications for Highway and Bridge
:?,Cons!!:\Jction, Series 1992 plus latest Supplemental Specifications.
1.03 ;:DESI~ REQUIREMENTS
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A.2'Size components to withstand Superimposed design loads in a restrained condition as
follows:
1. Horizontal Assembly: Dead load and 100 Ib/sq ft live load or a concentrated load
of 5,000 Ibs at center of beams, whichever produces greatest stresses.
2. Vertical Assembly: 25 Ib/sq ft against the face of the beam.
B. Maximum Allowable Deflection: 11240 span.
C. Design members exposed to the weather to provide for movement of components without
damage, failure of joint seals, undue stress on fasteners, or other detrimental effects when
STRUCTURAL PRECAST CONCRETE
03411 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
subject to seasonal or cyclic day/night temperature ranges.
D. Design system to accommodate construction tolerances, deflection of other structural
members, and clearances of intended openings. _ c"',
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E. Calculate structural properties of framing members in accordance with A$1:3Cl1. c::
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1.04
SUBMITTALS
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A. Submit shop drawings under provisions of Section 01300. s-
B. Submit shop drawings indicating layout, unit locations, fabrication details, uMt identifiCation
marks, reinforcement, connection details, support items, dimensions, openings, and
relationship to adjacent materials and sealed by a Professional Structural Engineer.
C. Indicate design loads, deflections, cambers, bearing requirements, and special conditions.
D. Submit product data under provisions of Section 01300.
E. Submit product data indicating standard component configurations, design loads,
deflections, cambers, and bearing requirements.
F. Submit samples under provisions of Section 01300.
G. Submit one sample 12 x 12 inches in size illustrating surface finish treatment for L-beams.
H. Submit fabricator's installation instructions under provisions of Section 01300.
I. Submit design data under provisions of Section 01300.
J. Submit design data reports indicating calculations for loadings and stresses of fabricated,
designed framing.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with the requirements of PCI MNL-116, PCI MNL-123, and
PCI MNL-120.
B. Maintain plant records and quality control program during production of precart polls and
L-Beams. Make records available upon request.
1.06 QUALIFICATIONS
A. The fabricator shall be a company specializing in manufacturing the work of this Section
with minimum five years documented experience.
STRUCTURAL PRECAST CONCRETE
03411 - 3
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. The erector shall be a company specializing in erecting the work of this Section with
minimum five years documented experience and approved by fabricator.
C. Design precast concrete members under direct supervision of a Professional Structural
Engineer experienced in design of this work and licensed in the State of Iowa.
D. Welder: Qualified within previous 12 months in accordance with ANSI/AWS D1.1 and
ANSI/AWS D1.4.
1.07 REGULATORY REQUIREMENTS
A. Conform to ACI 318 and applicable code for design load and construction requirements
applicable to work of this Section.
1.08 PRE-INSTALLATION CONFERENCE
A. Convene a conference one week prior to commencing work of this Section, under
provisions of Section 01200.
B. Instruct others when field cutting required openings 10 inches and smaller.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
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-e. Hal'1~le precast members in position consistent with their shape and design. Lift and
support only from support points.
cO. Liftiil9 or Handling Devices: Capable of supporting member in positions anticipated during
i:'~ manufacture, storage, transportation, and erection.
:g Pro~t members to prevent staining, chipping, or spalling of concrete.
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'F: Mark each member with date of production and final position in structure. location of mark
to be such that it is not clearly visible to the public when precast unit is installed in place.
G. Store all units off ground.
H. Place stored units so that identification marks are discernible.
I. Separate stacked members by battens across full width of each bearing point.
STRUCTURAL PRECAST CONCRETE
03411 -4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
J. Stack so that lifting devices are accessible and undamaged.
K. Do not use upper member of stacked tier as storage area for shorter member or heavy
equipment.
1.10 SEQUENCING AND SCHEDULING
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A. Sequence work under the provisions of Section 01005.
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B. Schedule work under the provisions of Section 01310.
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C. Coordinate work under provisions of Section 01005. :.:
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D. Coordinate the work of framing components not pretensioned but associated with the ~rk
of this Section.
PART 2 PRODUCTS
2.01 FABRICATORS
A. Fabricator shall be on the Iowa Department of Transportation list of approved
manufacturers of prestressed products.
B. Substitutions: Under provisions of Section 01600.
2.02 MATERIALS
A. Cement: Grey Portland, conforming to ASTM C150, Type I or III.
B. Aggregate, Sand, Water, Admixtures: Determined by precast fabricator as appropriate to
design requirements and PCI MNL-116.
2.03 REINFORCEMENT
A. Tensioning steel tendons shall conform to requirements of ASTM A416, Grade 250K or
270K, of sufficient strength commensurate with member design.
B. Reinforcing steel shall conform to requirements of ASTM A615, deformed steel bars.
2.04 ACCESSORIES
A. Connecting and Supporting Devices: ASTM A36 carbon steel plates, angles, items cast into
concrete, or items connected to steel framing members, and inserts, conforming to PCI
MNL-123; prime painted. Do not paint surfaces in contact with concrete or surfaces
requiring field welding.
STRUCTURAL PRECAST CONCRETE
03411 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Grout shall be non-shrink, non-metallic, non-ferrous; conforming to requirements for grout
specified in Section 03300.
C. Bearing Pads shall be a 1/2" Neoprene bearing pad as per Section 4195.02 of the lOOT
Standard Specifications for Highway and Bridge Construction, Series 1992 plus latest
Supplemental Specifications.
D. Bolts, Nuts, and Washers: High strength steel type recommended for structural steel joints.
E. Prime Paint: Zinc rich alkyd type.
2.05 FABRICATION
A. Fabrication procedure to conform to PCI MNL-116.
B. Maintain plant records and quality control program during production of precast members.
Make records available upon request.
C. Ensure reinforcing steel, anchors, inserts, plates, angles, and other cast-in items are
embedded and located as indicated on contract documents.
D. Tension reinforcement tendons as required to achieve design load criteria.
E. Provide required openings with a dimension larger than 10 inches and embed accessories
provided by other Sections, at indicated locations.
F; Ex~ed Ends at Stressing Tendons: Fill recess with non-shrink grout, trowel flush.
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2.06"- FINISHING
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A.c Ensut~ exposed-to-view finish surfaces of precast concrete members are uniform in color
:-= and ~pearance.
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B': Cure members under identical conditions to develop required concrete quality, and
minimize appearance blemishes such as non-uniformity, staining, or surface cracking.
C. Rubbed Finish (Finish D): Surface holes or bubbles over 1/4 inch filled with matching
cementitious paste, fins or protrusions removed and surface ground smooth, surface then
rubbed with neat cementitious paste to smooth and even color and texture.
2.07 TOLERANCES
A. Conform to PCI MNL-116 and Section 2407.12 of the lOOT Standard Specifications for
STRUCTURAL PRECAST CONCRETE
03411-6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
Highway and Bridge Construction, Series 1992 plus latest Supplemental Specifications.
2.08 TESTS
A. Provide testing and analysis of stressing tendons under provisions of Section 01@0.
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B. Test samples in accordance with applicable ASTM standard.
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PART 3 EXECUTION
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3.01
EXAMINATION
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A. Verify that site conditions are ready to receive work and field measurements are arlhown
on contract documents.
B. Beginning of installation means installer accepts existing conditions.
3.02 PREPARATION
A. Prepare support equipment for the erection procedure, temporary bracing, and induced
loads during erection.
3.03 ERECTION
A. Erect members without damage to structural capacity, shape, or finish. Replace or repair
damaged members at contractors own expense.
B. Align and maintain uniform horizontal and vertical joints, as erection progresses.
C. Maintain temporary bracing in place until final support is provided. Protect members from
staining.
D. Provide temporary lateral support to prevent bowing, twisting, or warping of members.
E. Adjust differential camber between precast members to tolerance before final attachment.
F. Level differential elevation of adjoining horizontal members with grout to maximum slope
of1:12.
G. Set vertical units dry, without grout, attaining joint dimension with lead or plastic spacers.
H. Secure units in place. Perform welding, in accordance with ANSI/AWS D1.1.
3.04 ERECTION TOLERANCES
STRUCTURAL PRECAST CONCRETE
03411 -7
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Erect members level and plumb within allowable tolerances.
B. Conform to PCI MNL-116.
3.05 PROTECTION
A. Protect members from damage caused by field welding or erection operations.
B. Provide non-combustible shields during welding operations.
3.06 CLEANING
A. Clean weld marks, dirt, or blemishes from surface of exposed members.
END OF SECTION 03411
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STRUCTURAL PRECAST CONCRETE
03411 - 8
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 03732
CONCRETE REPAIR
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PART 1 GENERAL
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1.01
SUMMARY
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A. Section Includes: ;C, -
1. Preparation of concrete and application of repair materials to face-of damcand other
areas of dam as defined on the plans.
2. Rehabilitation and restoration of concrete surfaces.
3. Repair of concrete internal reinforcement.
4. Installation of dowels into existing concrete at the location as specified on plans.
B. Measurement and Payment
1. Concrete Patch
a. Basis of Measurement: Measurement shall be based on actual quantities of
patch material placed and shall be computed by taking approximate dimensions
of patch area times an average depth.
b. Payment will be made based upon bid cost per unit of material in place. This
shall include all costs involved in preparing the surface, providing the patch
material, placement of the bonding agent and the patch natural. It shall also
include the natural and placement of any reinforcing steel and anchor pins.
2. Dowels
a. Basis of Measurement will be for each dowel installed.
b. Payment will be made based upon each dowel installed and shall include costs
for drilling the hole, injecting the bonding material and furnishing, and placing
the dowel.
1.02 REFERENCES
A. ANSI/ASTM C404 - Aggregates for Masonry Grouts.
B. ANSI/ASTM C882 - Bond Strength of Epoxy-Resin Systems Used with Concrete.
C. ANSI/AWS D1.4 - Structural Welding Code for Reinforcing Steel.
D. ASTM A82 - Cold-Drawn Steel Wire for Concrete Reinforcement.
E. ASTM A615 - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.
F. ASTM A616 - Rail-Steel Deformed and Plain Bars for Concrete Reinforcement.
G. ASTM A617 - Axle-Steel Deformed and Plain Bars for Concrete Reinforcement.
H. ASTM C33 - Concrete Aggregates.
I. ASTM C94 - Ready Mixed Concrete
CONCRETE REPAIR
03732 - 1
Howard R. Green Company
Project No. 513015-J
1.04
1.05
1.q~
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
J. ASTM C150 - Portland Cement.
K. ASTM C260 - Air Entraining Admixtures for Concrete
L. ASTM D638 - Tensile Properties of Plastics.
M. ASTM D695 - Compressive Properties of Rigid Plastics.
N.
ASTM D790 - Flexural Properties of Unreinforced and Reinforced Plastics and Electrical
Insulating Materials.
SUBMITTALS
A.
Submit product data under provisions of Section 01300.
B.
Submit product data indicating product standards, physical and chemical characteristics,
technical specifications, limitations, maintenance instructions, and general
recommendations regarding each material.
C.
Submit manufacturer's installation instructions under provisions of Section 01300.
D.
Submit manufacturer's certificate under provisions of Section 01400 that specified products
meet or exceed specified requirements.
PROJECT RECORD DOCUMENTS
A.
Submit documents under provisions of Section 01700.
B.
Accurately record actual locations of structural reinforcement repairs, type of repair,
concrete patching, grout, quantity used, and reinforcement placed.
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Q~L1TY ASSURANCE
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Mifierials Manufacturer: Company specializing in manufacturing the products specified in
n thi$3>ection with minimum three years documented experience.
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$S AP~~tor: Company specializing in concrete repair with minimum three years documented
." experience.
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C. Design reinforcement splices under direct supervision of a Professional Structural Engineer
experienced in design of this work and licensed in the State of Iowa.
D. Welding: ANSI/AWS D1.4.
1.07 MOCKUP
A. Provide mockup of typical patch and repair under provisions of Section 01400.
CONCRETE REPAIR
03732 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Provide analysis and testing of mockup under provisions of Section 01400.
C. Provide panel, 2 feet long by 2 feet wide, illustrating patching method, color, and texture of
repair surface.
D. Prepare one sample under provisions of Section 01300 of each type of patching procedure.
E. Locate mockup where directed.
F. When accepted, mockup with any additional enhancement CR direction will demonstrate
minimum standard for the Work. Mockup may not remain as part of the Work.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site under provisions of Section 01600.
B. Store and protect products under provisions of Section 01600.
C. Comply with instructions for storage, shelf life limitations, and handling.
PART 2 PRODUCTS
2.01 MATERIALS
A. IDOT Bridge overlay wire mix be used for patches of 4" or less in depth. Minimum strength
fc= 7000psi
B. IDOT mix D-57 may be used for repairs of greater than 4" in depth. Minimum strength fc =
6000 psi.
C. Pre-manufactured packaged grouts or epoxy resins may be used with depths as per
manufactures recommendation.
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CONCRETE REPAIR
03732 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
2.03 PATCHING MATERIALS
A. Epoxy Resin: Two-part epoxy adhesive containing [100] percent solids, meeting the
following minimum characteristics:
Characteristic Test Method Results
Bond Strength ANSI/ASTM C882 2,700 psi
Tensile Strength ASTM 0638 6,600 psi
Elongation ASTM 0638 2 percent
at 7 days at 70
degrees F
Flexural Strength ASTM 0790 8,000 psi
Compressive Strength ASTM 0695 6,500 psi
B. Bonding Agent: Polyvinyl acetate emulsion, dispersed in water while mixing, non-coagulant
in mix, water resistant when cured.
C. Portland Cement: ASTM C150, Type 1 gray color.
O. Sand: ASTM C33; uniformly graded, clean.
E. Coarse aggregate ASTM C33; miximum size - 1/2"
F. Water: Clean and potable.
G. Cleaning Agent: Commercial muriatic acid.
2.04
REINFORCEMENT MATERIALS
A.
Reinforcing Steel: ASTM A615, 60 ksi yield grade billet-steel deformed bars, finish.
2.05
MIXING EPOXY MORTARS
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Mix:epoxy mortars in accordance with manufacturer's instructions for purpose intended.
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B~ MlX::Components in clean equipment or containers. Conform to pot life and workability
L.._ limits.
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CONCRETE REPAIR
03732 - 4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
2.06 MIXING CEMENTITIOUS MATERIALS
A. Mix cementitious grout in accordance with manufacturer's instructions for purpose intended.
B. Exclude bonding agent as additive to mix.
PART 3 EXECUTION
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3.01 EXAMINATION
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A. Verify that surfaces are ready to receive work.
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B. Beginning of installation means installer accepts existing conditions. C
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3.02 PREPARATION (..-)
A. Clean concrete surfaces of dirt, laitance, corrosion, or other contamination; wire brush
using water. Rinse surface and allow to dry.
B. Flush out cracks and voids with water to remove laitance and dirt.
C. Provide temporary entry ports spaced to accomplish movement of fluids between ports, no
deeper than the depth of the crack to be filled. Limit port size diameter to be no greater
than the thickness of the crack. Provide temporary seal at concrete surface to prevent
leakage of adhesive.
D. For areas patched with epoxy mortar, remove broken and soft concrete Y:." inch deep.
Remove corrosion from steel. Clean surfaces mechanically; wash with water and rinse with
water.
E. Sandblast clean the exposed reinforcement steel surfaces. Mechanically cut away
damaged portions of bar.
3.03 REPAIR WORK
A. Repair exposed structural, shrinkage, and settlement cracks of concrete as indicated on
Drawings.
B. Repair spalling.
C. Repair reinforcement by welding new bar reinforcement to existing reinforcement Strength
of welded splices and reinforcement to exceed original stress values.
c
CONCRETE REPAIR
03732 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.04
A.
3.05
A.
3.06
A.
3.07
INJECTION - EPOXY RESIN ADHESIVE
Inject adhesive into prepared ports under pressure using equipment appropriate for
particular application.
B.
Clean surfaces adjacent to repair and blend finish.
APPLICATION - EPOXY MORTAR
Trowel apply mortar mix to an average thickness of -1- inch. Tamp into place filling voids
at spalled areas.
B.
For patching honeycomb. trowel mortar onto surface, working into honeycomb to bring
surface flush with surrounding area. Finish trowel surface to match surrounding area.
C.
Cover exposed steel reinforcement with epoxy mortar; feather edges to flush surface.
APPLICATION - CEMENTITIOUS GROUT
Apply brush coating of bonding agent to dry concrete surfaces. Provide full surface
coverage.
B.
Apply cementitious grout by steel trowel to an average thickness of -L inch. Tamp into
place filling voids at spalled areas. Work mix into honeycomb.
C.
Damp cure cementitious grout for four days.
FIELD QUALITY CONTROL
A.
B.
Field inspection and testing will be performed under provisions of Section 01400.
Test concrete for calcium chloride content during the execution of the Work.
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END OF SECTION 03732
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CONCRETE REPAIR
03732 - 6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 05120
STRUCTURAL STEEL
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PART 1 GENERAL
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1.01 SUMMARY
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A. Section Includes
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1.02 REFERENCES
A. ASTM A36 - Structural Steel.
B. ASTM A53 - Hot-Dipped, Zinc-coated Welded and Seamless Steel Pipe.
C. ASTM A108 - Steel Bars, Carbon, Cold-Finished, Standard Quality.
D. ASTM A123 - Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products.
E. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware.
F. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners.
G. ASTM A325 - High Strength Bolts for Structural Steel Joints.
H. ASTM A490 - Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints.
I. ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing
in Round and Shapes.
J. ASTM A501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.
K. ASTM A502 - Steel Structural Rivets.
L. ASTM A572 - High Strength Low Alloy Columbium-Vanadium Steel of Structural
Quality.
M. AWS A2.0 - Standard Welding Symbols.
N. AWS D1.1 - Structural Welding Code.
STRUCTURAL STEEL
05120 - 1
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
O. AISC - Specification for the Design, Fabrication and Erection of Structural Steel for
Buildings.
P. AISC - Specification for Architectural Exposed Structural Steel.
Q. SSPC - Steel Structures Painting Council.
1.03 DEFINITIONS
Not applicable.
1.04 SUBMITTALS
A. Shop Drawings: Furnish six (6) copies of detailed shop drawings for the Engineer's
review covering all work specified in this section, at earliest possible date to insure timely
delivery and proper coordination of work by others. No variation from design sizes will
be permitted but recommendations for modifications or corrections of details to better suit
fabricator's shop practice will be considered, if specifically brought to the attention of the
Engineer. Do not fabricate until shop drawings are reviewed.
':6. S\.!I2mit Manufacturer's Certificates, certifying welders employed on the Work, verifying
.:.:.. AV'Vj3 qualifications within the previous 12 months upon request by the Engineer.
1.05.:.: QUALIFICATIONS
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A~: TheJOlbricator shall be a company specializing in perfonming the work of this Section with
: ~ minjl?Jum 5 years experience. Submit documentation of experience upon request.
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B..> The erector shall be a company specializing in performing the work of this Section with
minimum 5 years experience. Submit documentation of experience upon request.
C. Design connections not detailed on the Drawings under direct supervision of a
Professional Structural Engineer experienced in design of this work and licensed in the
State of Iowa
1.06 QUALITY ASSURANCE
A. Fabricate structural steel members in accordance with AISC - Specification for the
Design, Fabrication and Erection of Structural Steel for Buildings.
1.07 FIELD MEASUREMENTS
A. Verify that field measurements are as shown on Drawings prior to fabricating steel
members.
STRUCTURAL STEEL
05120 - 2
,
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 2 PRODUCTS
2.01 MATERIALS
A. Structural Steel Members: ASTM A36.
B. Welding Materials: AWS D1.1; type required for materials being welded.
C. Grout: Non-shrink type, pre-mixed compound consisting of non-metallic aggregate,
cement, water reducing and plasticizing additives, capable of developing a minimum
compressive strength of 7,000 psi at 28 days.
Grout shall remain workable for a minimum of 30 minutes following mixing.
Approved manufacturers:
a. GIFFORD-HILL "Supreme Grout" (704) 525-9555
b. L & M CONSTRUCTION CHEMICALS "Crystex" (402) 393-3371
c. W. R. MEADOWS "588 Non-Metallic, Non-Shrink Grout" (312) 689-4500
d. SONNEBORN "Sonogrout" (612) 835-3434
e. U. S. GROUT CORP. "Five Star Grout" (203) 336-7900
D. Bolts, Nuts, and washers ASTM A 325
E. Anchor Bolts: ASTM A 307. Provide templates necessary for setting light poles.
F. Welding Electrodes:
1. E70xx complying with ASW code.
G. Expansion Anchors:
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, .
1. Wej-it by Wej-it Expansion Products.
,
2. "Red Head" by IIlionois Tool Works.
3. Kwik-Bolt (HKB) by Hilti Fastening Systems, Inc.
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H. Touch-up Primer for Galvanized Surfaces: Zinc rich type.
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STRUCTURAL STEEL
05120 - 3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
2.02 FABRICATION
A. General.
1. Fabricate structural steel in accordance with reviewed shop drawings and referenced
standards.
2. Steel shall be completely shop fabricated. Field work shall consist only of erection.
B. Shop cleaning.
1. Slag on welds. and excess weld splatter shall be removed by chipping or grinding.
2. Loose mill scale and rust shall be removed in accordance with the paint manufac-
turer's specifications.
3. Oil and residues which would prevent adherence of paint to steel shall be removed
with solvent.
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C Fabrl~tion welding.
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~: 1. ; :f;ebrication welding and welding equipment shall comply with referenced standards.
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~'J2. SUrfaces shall be free of scale, rust, grease, paint and other foreign materials prior to
~elding.
:~3. Welds shall show uniform section, smoothness of weld metal, freedom from porosity
and clinkers, and of adequate strength and durability.
4. Welds not otherwise identified shall be continuous.
5. No welding shall be attempted when base metal temperature is lower than OOF.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
B. Beginning of installation means erector accepts existing conditions.
STRUCTURAL STEEL
05120 - 4
,
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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3.02
PREPARATION
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Allow for erection loads, and for sufficient temporary bracing to maintain structtlti! safe,
plumb, and in true alignment until completion of erection and installation of permanent
bracing.
3.04
ERECTION
A. Allow for erection loads, and for sufficient temporary bracing to maintain structure safe,
plumb, and in true alignment until completion of erection and installation of permanent
bracing.
B. Field weld components indicated on Drawings.
C. A sequence of welding of moment joints shall be established to minimize distortion and
stress of structure due to weld metal shrinkage.
D. After erection, prime welds, abrasions, and surfaces not shop primed except surfaces to
be in contact with concrete, galvanized surfaces, or surfaces which are to be spray
fireproofed.
E. Connections not noted for welding shall be bolted.
F. Bolt holes shall be drilled or punched, not burned.
G. All bolts shall be fully tensioned. Bolts tightened only to a snug tight condition are not
permitted.
H. Set column base plates level and at correct elevations. Temporarily support base plates
on steel wedges or shims until supported members are plumbed and grouted or dry packed
as required.
3.05 TESTING AND INSPECTIONS
A. Visual inspection and testing.
1. 25% of welded connections shall be subjected to a thorough visual inspection by a
representative of an independent testing laboratory, for the purpose of determining
compliance with the contract documents.
STRUCTURAL STEEL
05120 - 5
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
2. Welds found to be defective due to improper size, length, or profile, or to contain defects
prohibited by the reference doe, are to be repaired by the fabricator to meet contract
requirements at no cost to Owner.
B. Repairs made to the defective welds shall be reinspected by the original method used.
Reinspection costs shall be paid by the Contractor.
3.06 ERECTION TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative.
B. Maximum Offset From True Alignment: '.I.".
3.07 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of Section 01400.
3.08 TESTING AND INSPECTION - BOLTS
A. 10% of the bolted connections shall be tested for compliance with specification tension
If' requi~ments. If the torque test does not register the torque specified, then the contractor
-::- shalf:test all the high strength bolts in the steel frame connection at no cost to the Owner.
- 'l-::J
~:: Te$ti.Rg of the bolts will be by the torque control method, utilizing a calibrated torque
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C,: Loose,(bolts in a connection or bolts encountered which do not meet specifications tension
:.: requirements by testing, will be cause for rejection of the connection.
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D. Bolts will be reinspected for proper grip length as indicated on the reviewed shop drawings;
improper grip length shall be cause for rejection.
E. Correction of hole misalignment by burning or cutting with a torch is not permitted.
Correction of misalignment of bolt holes shall be by reaming.
F. Oversizing of the bolt holes or elongation of the bolt holes by reaming, beyond the tolerance
allowed by the specification requirements, shall require using the next large diameter high
strength bolt in the hole, provided the hole dimensions meet the tolerance requirements for
the new bolt and the edge distance for the new bolt does not become to small.
END OF SECTION 05120
STRUCTURAL STEEL
05120 - 6
,
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 05500
METAL FABRICATIONS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Structural steel nosings on piers.
2. Structural steel expansion joints.
3. Structural steel drains.
4. Light pole anchor bolts
5. Pier eye bolts.
6. Stainless steel conduit hanger brackets.
B. Measurement and Payment:
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1. Structural steel items, 1.01 A. 1,3,4, and 5, shall be measured and paid for by the pound
according to the plans.
2. Items 1.01 A. 2 and 6 shall be measured and paid for by the appropriate bid items in
the plans.
1.02 REFERENCES
A. ASTM A36 - Structural Steel.
B. ASTM A53 - Hot-Dipped, Zinc-coated Welded and Seamless Steel Pipe.
C. ASTM A108 - Steel Bars, Carbon, Cold-Finished, Standard Quality.
D. ASTM A123 - Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products.
E. ASTM A153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware.
METAL FABRICATIONS
05500 - 1
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
F. ASTM A283 - Carbon Steel Plates, Shapes, and Bars.
G. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners.
H. ASTM A386 - Zinc Coating (Hot Dip) on Assembled Steel Products.
I. ASTM A325 - High Strength Bolts for Structural Steel Joints.
J. ASTM A490 - Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints.
K. ASTM A500 - Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Round
and Shapes.
L. ASTM A501 - Hot-Formed Welded and Seamless Carbon Steel Structural Tubing.
M. ASTM A502 - Steel Structural Rivets.
N. ASTM A572 - High Strength Low Alloy Columbium-Vanadium Steel of Structural Quality.
O. ASTM B177 - Chromium Electroplating on Steel for Engineering Use.
e:-, AWS1...2.0 - Standard Welding Symbols.
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ci~ AWS:-.D1.1 - Structural Welding Code.
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R.- AISC-.. Specification for the Design, Fabrication and Erection of Structural Steel for
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T~ SSPC - Steel Structures Painting Council.
U. Bureau of Reclamation Specification CTP-1.
1.03 SUBMITTALS
A. Submit under provisions of Section 01300
B. Shop Drawings: Furnish six (6) copies of detailed shop drawings for the Engineer's review
covering all work specified in this section, at earliest possible date to ensure timely delivery
and proper coordination of work by others. Shop drawings shall indicate profiles, sizes,
connection attachments, reinforcing, anchorage, size and type of fasteners, and
accessories. Include erections drawings, elevations, and details where applicable. No
variation from design sizes will be permitted, but recommendations for modifications or
corrections of details to better suit fabricator's shOp practice will be considered if specifically
METAL FABRICATIONS
05500 - 2
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
brought to the attention of the Engineer.
reviewed.
Do not fabricate until shop drawings are
C. Indicate welded connections using standard AWS A2.0 welding symbols. Indicate net weld
lengths. Submit welder's certifications for welding performed in connection with the work
of this Section upon request by the Engineer. Certificates shall verify AWS qualification
within the previous 12 months.
1.04 QUALIFICATIONS
A. The fabricator shall be a company specializing in performing the work of this Section with
minimum 5 years experience. Submit documentation of experience upon request.
B. The erector shall be a company specializing in performing the work of this Section with
minimum 5 years experience. Submit documentation of experience upon request.
C. Design connections not detailed on the Drawings under direct supervision of a Professional
Structural Engineer experienced in design of this work and licensed in the State of Iowa.
1.05 QUALITY ASSURANCE
A. Prepare shop drawings under direct supervision of a Professional Structural Engineer
experienced in design of this work and licensed in the State of Iowa.
B. Codes and Standards:
1. Comply with pertinent codes and regulations during installation of miscellaneous metal
fabrications.
2. Fabricate structural steel members in accordance with "Specifications for Design,
Fabrication and Erection of Structural Steel for Buildings" of AMERICAN INSTITUTE
OF STEEL CONSTRUCTION.
3. Comply with recommendations of "Code of Welding in Building Construction" of
AMERICAN WELDING SOCIETY.
1.06 FIELD MEASUREMENTS
A. Verify that field measurements are as shown on Drawings prior to fabricating me"1.~~rs. ..
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PART 2 PRODUCTS
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2.01 MATERIALS
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METAL FABRICATIONS
6.5500 - 3
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Steel plates and shapes shall conform to requirements of ASTM A36.
B. Steel tubing shall conform to requirements of ASTM A500, Grade B.
C. Pipe shall conform to the requirements of ASTM A53, grade B.
D. Bolts, Nuts, and Washers shall confonm to the requirements of ASTM A307 galvanized and
ASTM A 153 for galvanized components.
E. Anchor Bolts shall conform to the requirements of ASTM A307. Provide templates
necessary for setting columns or equipment.
F. Cast iron shall conform to the rel:luirements of ASTM A48.
G. Stainless steel plates shall conform to the requirements of ASTM A276.
H. Welding Materials shall conform to the requirements of AWS D1.1 of type required for
materials being welded.
I. Grout: Non-shrink type, pre-mixed compound consisting of non-metallic aggregate,
cement, water reducing and plasticizing additives, capable of developing a minimum
compressive strength of 7,000 psi at 28 days.
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G_ 2. >~pproved manufacturers:
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a-.~ GIFFORD-HILL "Supreme Grout" (704) 525-9555
b2 L & M CONSTRUCTION CHEMICALS "Crystex" (402) 393-3371
c. W. R. MEADOWS "588 Non-Metallic, Non-Shrink Grout" (312) 689-4500
d. SONNEBORN "Sonogrout" (612) 835-3434
e. U. S. GROUT CORP. "Five Star Grout" (203) 336-7900
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J. Welding Electrodes:
1. E70xx complying with AWS code.
K. Expansion Anchors:
1. Approved manufacturers:
METAL FABRICATIONS
05500 - 4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
a. "Wej-it" by Wej-it Expansion Products.
b. "Red Head" by Illinois Tool Works.
c. "Kwik-Bolt (HKB)" by Hilti Fastening Systems, Inc.
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L. Shop and touch-up primer shall be SSPC 15, Type 1, red oxide.
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M. Touch-Up Primer for galvanized surfaces: Zinc rich type.
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2.02 FABRICATION
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A. General.
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1. Fabricate structural members in accordance with reviewed shop drawings and
referenced standards.
2. All structural members shall be completely shop fabricated. Field work shall consist
only of erection.
3. Fit and shop assemble in largest practical sections, for delivery to site.
4. Fabricate items with joints tightly fit and secured.
5. Exposed mechanical fastenings shall be flush countersunk screws or bolts;
unobtrusively located; consistent with design of component, except where specifically
noted otherwise.
6. Supply components required for anchorage of fabrications. Fabricate anchors and
related components of the same material and finish as fabrication, except where
specifically noted otherwise.
B. Shop cleaning.
1. Slag on welds, and excess weld splatter shall be removed by chipping or grinding.
2. Loose mill scale and rust shall be removed in accordance with the paint
manufacturer's specifications.
3. Oil and residues which would prevent adherence of paint to steel shall be removed
with solvent.
C. Fabrication welding.
1. Fabrication welding and welding equipment shall comply with referenced standards.
METAL FABRICATIONS
05500 - 5
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
2. Surfaces shall be free of scale, rust, grease, paint and other foreign materials prior to
welding.
3. Welds shall show uniform section, smoothness of weld metal, freedom from porosity
and clinkers, and adequate strength and durability.
4. Welds not otherwise identified shall be continuous.
5. No welding shall be attempted when base metal temperature is lower than OOF.
6. Grind exposed joints flush and smooth with adjacent finish surface. Make joints butt
tight, flush, and hairline. Ease exposed edges to small uniform radius.
7. Weld shop connections.
8. Make joints and intersections of metal tightly fit and securely fastened.
9. Make work square, plumb, straight, and true.
D. Holes.
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Drill or punch holes required for attachment of work of other trades and for bolted
:~onnections
2.,~urned holes will not be accepted.
1.
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~': 1.' : Section 1.01 A items 1 through 6 shall be galvanized
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,-" 2. Clean surfaces of rust, scale, grease, and foreign matter prior to galvanizing.
3. Galvanized items to have a minimum 1.25 oz.lsq.ft. zinc coating in accordance with
ASTM A386.
4. Any damage done to the galvanizing shall be touched up in the field prior to final
placement of the item in the forms.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
B. Beginning of installation means erector accepts existing conditions.
METAL FABRICATIONS
05500 - 6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
3.02 PREPARATION
A. Clean and strip primed steel items to bare metal where site welding is required.
B. Supply items required to be cast into concrete or embedded in masonry with setting
templates. to appropriate sections.
3.03 EXECUTION
A. Coordinate installation schedule with schedules of other trades to ensure orderly and timely
progress of work.
B. Allow for erection loads and sufficient temporary bracing to maintain structure safe, plumb.
and in true alignment until completion of erection and installation of permanent bracing or
attachment.
C. Aluminum surfaces in contact with steel shall be given one coat of zinc chromate primerh
accordance with Fed. Spec. TT-P-645.
D. Aluminum surfaces in contact with concrete shall be given one heavy coat of alkali-resistant
bituminous paint meeting the requirements of Bureau of Reclamation Specification CTP-1.
E. Install items plumb, level, accurately fitted, free from distortion or defects.
F. Obtain Engineer's approval prior to site cutting or making adjustments not scheduled.
G. Field weld components indicated in contract documents.
H. Preform field welding in accordance with AWS D1.1.
I. After erection, prime welds, abrasions, and surfaces, except those surfaces to be in contact
with concrete.
J. Any damage done to the galvanizing or at locations void of galvanizing (such as welds) shall
be repaired with a zinc rich primer prior to incorporating those affected components into the
final product.
3.04 ERECTION TOLERANCES
A. Maximum Variation From Plumb: 1/4 inch per story (non cumulative).
.
B. Maximum Offset From True Alignment: 1/8 inch.
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3.05
PAINTING
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METAL FABRICATIONS
0~0-7
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Apply one field coat of primer to cleaned surfaces of bolts, new welds and abrasions of
shop coat after erection.
B. Do not paint aluminum or stainless steel work.
C. Field painting shall be as specified in Section 09900
END OF SECTION 05500
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METAL FABRICATIONS
05500 - 8
Howard R. Green Company
Project No. 513015J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 05720
ALUMINUM HANDRAILS AND RAILINGS
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PART1 GENERAL
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1.01
SUMMARY
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A. This section includes furnishing and installing all Aluminum Handrails ani:Guarctr"?iIS as
indicated on drawings and described as such:
1. A 3'-0" rail on the bridge.
B. Measurement and Payment
1. Basis of Measurement: By the linear foot for the rail height specified, based on
the specified post spacing and measured out to out.
2. Basis of Payment: Includes posts, rails, infill panel, caps, accessories,
attachments, and anchorage into concrete and materials needed for anchorage.
1.02 REFERENCE
A. General: Handrail and railing systems to withstand structural loads indicated using
allowable design working stresses of railing materials based on the following:
1. For Aluminum: The aluminum Associations specification for Aluminum
Structures.
1.03 SYSTEM DESCRIPTION
A. Structural Performance of Handrails and Railing Systems: Design, fabricate, and install
handrails and railing systems to withstand the following structural loads without
exceeding the allowable design working stress of the materials for handrails, railing
systems, anchors, and connections. Apply each load to produce the maximum stress in
each of the respective components comprising handrails and railing systems.
1, Top Rail of Guardrail Systems: Capable of withstanding the following loads applied
as indicated:
a. Concentrated load of 200 lb. applied at any point and in any direction.
b. Uniform load of 50 lb. Per linear ft. applied horizontally and concurrently with
uniform load of 100 lb. Per linear ft. applied vertically downward.
c. Concentrated load need not be assumed to act concurrently with uniform loads.
2. Handrails not serving as Top Rails. Capable of withstanding the following loads
applied as indicated.
a. Concentrated load of 200 lb. Applied at any point and in any direction.
b. Uniform load of 50 lb. Per linear ft. applied in any direction.
c. Concentrated and uniform loads need not be assumed to act concurrently.
3. Infill Area of Guardrail Systems. Capable of withstanding a horizontal concentrated
load of 200 lb. applied to one sq. ft. at any point in the system.
a. Above load need not be assumed to act concurrently with loads on top rails of
railing systems in determining stress on guard.
ALUMINUM HANDRAILS AND RAILINGS
05720 - 1
Howard R. Green Company
Project No. 513015J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating
metals and other materials from direct contact with incompatible materials.
C. Thermal Movements: Allow for thermal movement resulting from the following maximum
change (range) in ambient temperature in the design, fabrication and installation of
handrails and railings to prevent buckling, opening up of joints, overstressing of
components, connections and other detrimental effects. Base design calculation on
actual surface temperatures of materials due to both solar heat gain and nighttime sky
heat loss.
1. Temperature Change (Range). 1000 F ambient: 1500 F material surfaces.
1.04 SUBMITTALS
A. Product Data for each type product specified.
B. Shop drawings showing welding, fabrication and Installation of handrails including all
plans, typical elevations, sections details of components, and attachment to other units
of work.
1. Where installed products are indicated to comply with certain design loadings,
include structural computations, material properties and other information needed
for structural analysis review by the design engineer of record.
2. Submit 6 prints of all shop drawing product data. Also submit calculations if
<1. specifically requested by the Engineer.
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C.- SamPJ!:ls for initial selection purposes in the form of manufacturers color chart showing
C;:: full ri3nge of colors available from factory standards: or for custom color request
Mmin(rnEm 2" X 2" color chip from customer for color matching purposes. Then submit at
~':Ieast ~.:Chips of color match for approval by Engineer or owner.
D;~Subnii~ at least 2-6" long samples of the top rail when its shape is other than standard
'>rounds, squares or rectangles and when specifically requested by the Engineer.
1.05 QUALITY ASSSURANCE
A. Single Source Responsibility: Obtain handrails and railing systems from a single
fabricator/manufacturer.
B. Engineering Responsibility: Engineer handrailing and railing systems by the
fabricator/manufacturer unless sizes and configuration are specifically called out on
Engineer drawings. If the size is specified on the drawings but the
fabricator/manufacturer feels that it is undersized for the loads specified, it is their
responsibility to point out this concern to the engineer.
1.06 STORAGE
A Store handrails and railing systems in clean, dry location, away from uncured concrete
and masonry, protected against damage.
ALUMINUM HANDRAILS AND RAILINGS
05720 - 2
Howard R. Green Company
Project No. 513015J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.07 Project Condition
A. Field measurement. Where handrails and railings are indicated on the construction
check actual dimensions of other construction by accurate field measurements before
fabrication: new-recorded measurement on final shop drawings. Coordinate fabrication
schedule with construction progress to avoid delay of work.
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PART 2 PRODUCTS
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2.01
MANUFACTURERS/FABRICATORS
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A. Acceptable Manufacturers: Products specified as a standard of quality ar~Jabricilled by
POMA CORPORATION, 9040 Belvedere Road, West Palm Beach, FL 3341 ~TEl:
561-790-5799 FAX 561-795-3106
2.02 METALS
A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type
of use and finish indicated, with not less than the strength and durability properties of
the alloy and temper designated below for each aluminum fonm required:
1. Structural extrusions such as posts shall be 6061-T6 or 6005-T5 AlloylTemper.
2. All other extrusions such as Caps, Pickets, Mid and Bottom Rails shall be at least
6063- T5.
3. Castings: To be high quality prime material or materials remelted from prime
extrusion.
2.03 GROUT AND ANCHORING CEMENT
A. Nonshrink, nonmetallic grout: Premixed, factory-packaged, nonstaining, noncorrosive,
non gaseous grout complying with CE CRD-C 621. Provide grout specifically
recommended by manufacturer for interior and exterior applications of type specified in
this Section.
B. Erosion-Resistant Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining,
high strength cement formulation for mixing with water at project site to create pourable
anchoring, patching, and grouting compound. Provide fonmulation that is resistant to
erosion from water exposure or provide a sealer or waterproof coating recommended
for exterior use by manufacturer to be applied by the installer or other qualified
contractor or subcontractor.
2.04 WELDING MATERIALS, FASTENERS, AND ANCHORS
A. Welding Electrodes and Filler/Metal: Provide type and alloy of filler metal and electrodes
as recommended by producer of metal to be welded and as required for color match,
strength, and compatibility in fabricated items.
ALUMINUM HANDRAilS AND RAILINGS
05720 - 3
Howard R. Green Company
Project No. 513015J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Fasteners for interconnecting Railing Components: Use fasteners of same basic metal
as the fastened metal, unless othelWise indicated. Do not use metals that are corrosive
or incompatible with materials joined. Fasterners shall be capable of withstanding
design loads on the railing system.
2.05 ACCESSORIES
A. A grounding rod shall be installed a minimum of every 20 feet. This shall be a 5/8" x 8'-
0" copper clad steel grounding rod. Use #2 AWG copper grounding conductor and U.L.
listed clamps. Every section of rail shall have a minimum of 2 grounding rods.
2.06 FABRICATION
A. General: Fabricate handrails and railing systems to comply with requirements indicated
for design, dimensions, details, finish, and member sizes, including wall thickness of
hollow members, post spacings, and anchorage, but not less than those required to
support structural loads.
B. Preassemble railing systems in shop to greatest extent possible to minimize field
splicing and assembly. Disassemble units only as necessary for shipping and handling
limitations. Clearly mark units for field assembly and coordinated installation. Use
connections that maintain structural value of joined pieces.
1'-;:.
C. Assembly shall be in a neat workmanlike manner using M.I.G. or T.I.G. Welding
Processes as required. Horizontal Channels shall be punched to receive pickets and
welds in this application shall be concealed from view.
1. Channels to receive a snap cover only when specifically required and noted on
drawings.
Z~ All Posts shall be structurally welded to Top Rail and Mid and Lower Horizontal
=-; Members to assure fixed fastening for the life of the rail.
:r Corners shall be hairline fitted by mitre and further welded as required to obtain
<:: maximum assurance of strength through the railing's useful life.
4.,:; All splices shall be accomplished by butting one Top Rail to the next with a
~ structural sleeve insert extending from one Top Rail to the next and further
. ":; secured by means of a Stainless Steel, Aluminum or other proper screw or pop-
.,- rivet.
5. End connections required to fasten to the building structure require either a
welded end clip or a separate slide clip.
6. Provide weep holes when necessary to drain closed sections from pretreatment
immersion and sprays also for moisture from condensation to escape.
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2.07 ALLUMINUM FINISHES
A. All aluminum railings to receive a baked-on painted finish over full pretreatment.
B. Pretreatment Process: A multi-stage pretreatment process is required prior to shop
painting.
ALUMINUM HANDRAILS AND RAILINGS
05720 - 4
Howard R. Green Company
Project No. 513015J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1. The railing shall be dipped or sprayed in a concentrated alkaline cleaner then
rinsed in clear water. This process provides cleaning, degreasing and deep
etching on the surface.
2. The product shall then be dipped or sprayed in a concentrated acidic treatment to
deoxidize, desmut and neutralize the surface then rinsed in clear water.
3. The product shall then be dipped or sprayed in an acidic conversion coating to
act as a bonding coating for paint adhesion.
4. The product must be completely dried before painting.
C. Painting
1. E.S.P. applied thermosetting T.G.I.C. polyester powder paint over pretreatment
bond coating. Paint to be 1.5 to 2.0 mills. D.F.T. Paint shall be bal~d on at
approximately 4000 F for a minimum of 10 minutes duration. Pamt to Qitsimilar
to H.B. Fuller. Co., polyesterT.G.I.C. orTIGER DRYLAC SERIE&'.I'9.'
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3.01
PREPARATION
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A. A Coordinate setting drawings, diagrams, templates, instructions and directions for
installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and
miscellaneous items having integral anchors, that are to be embedded in concrete as
masonry construction. Coordinate delivery of such items to project site.
3.02 INSTALLATION GENERAL
A. Fit exposed connections accurately together to form tight, hairline joints, except as
required for expansion.
B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for
installation of handrails and railings. Set handrails and railings accurately in location,
alignment, and elevation, measured from established lines and levels and free from rack.
1. Set post plumb within a tolerance of 1/16" to 12".
2. Align rails so that variations from level for horizontal members and from parallel
with rake of steps and ramps for sloping members do not exceed 1/32" in 12"
C. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact
with grout, concrete, masonry, wood or dissimilar metals with a heavy coat of paint or
epoxy.
D. Maximum opening between expansion joints is as shown on the plans or 3" whichever is
less.
3.03 ANCHORING POSTS
A. Anchor posts in concrete by core drilling holes not less than 4" deep and 1" greater than
outside diameter of post. Clean holes of all loose material, insert post, and fill space
between post and concrete with the following anchoring material, mixed and placed to
comply with anchoring material manufacturer's directions.
ALUMINUM HANDRAilS AND RAILINGS
05720 - 5
Howard R. Green Company
Project No. 513015J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1. Nonshrink, nonmetallic grout.
2. Nonshrink, nonmetallic grout or anchoring cement. Adjust depth of post
embedment in hole to make sure that rails form a true line parallel with the top of
the concrete surface. Provide temporary support of rail to assure this correct
alignment.
B. Leave anchoring material down approximately JI," to allow for final topping with a
waterproof material matching the surrounding areas. Fill the hole with waterproof
topping slightly higher than the adjacent surfaces and taper and taper away from the
post.
3.04 CLEANING, PROTECTION AND TOUCH-UP PAINTING
A. On delivery all railing will have protective cover over cap only. Immediately upon
completion of installation of railing, installer shall remove cap cover and clean all work
for inspection and approval.
B. After installation, the Contractor shall be responsible for protecting the railings during the
balance of construction.
C. Painted aluminum surfaces shall be cleaned with plain water containing a mild soap or
detergent. No abrasive agents or harsh chemicals are to be used.
END OF SECTION 05720
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ALUMINUM HANDRAILS AND RAILINGS
05720 - 6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 16010
BASIC ELECTRICAL REQUIREMENTS
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1.01
SUMMARY
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A. Section Includes
1. Basic Electrical Requirements specifically applicable to Division 16 Section, in
addition to General and Supplementary Conditions and General Requirements.
2. The general provisions of this section apply to the other Division 16 sections where
applicable.
3. The work shall include the furnishings of systems, equipment and materials
specified in this Division and as called for on the Electrical Drawings, to include:
supervision, operation, methods and labor for the fabrication, installation, startup
and tests for the complete electrical installation.
4. Drawings for the work are diagrammatic, intended to convey the scope of the work
and to indicate the general arrangement and locations of the work. Because of the
scale of the Drawings, certain basic items such as connectors, fittings, access
panels, pullboxes, etc. may not be shown. Where such items are required for
proper installation of the Work, such items shall be included.
5. Equipment specification may not deal individually with minute items required such
as components, parts, controls and devices which may be required to produce the
equipment performance specified or as required to meet the equipment warranties.
Where such items are required, they shall be included by the supplier of the
equipment, whether or not specifically called for.
6. Where noted on the Drawings or where called for in other sections of the
specification, the Contractor for this division shall install equipment furnished by
others, and shall make required connections. Contractor shall verify with the
supplier of the equipment the requirements for the installation.
1.02 WORK BY OTHERS
A. The Owner may award contracts which will run concurrent to the work.
1. See notes on plans for extent of Division 16 participation.
1.03 OWNER FURNISHED PRODUCTS
A. Products furnished to the site and paid for by Owner shall be as noted on plans.
1.04 WORK SEQUENCE
BASIC ELECTRICAL REQUIREMENTS
16010 - 1
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.05
1.06
1.07
1.08
A.
Install work to accommodate Owner's occupancy requirements during the construction
period and coordinate electrical schedule and operations with Owner.
FUTURE WORK
A.
Provide for future work as noted on plans.
ALLOWANCES
A.
Cash Allowance: Refer to other sections and plans for allowance sum applicable to Work
(if any).
B.
Allowance includes purchase, delivery and installation and is to be included as part of the
Contract Price.
UNIT PRICES
A.
See other Sections for unit prices if required.
AL TERNA TES
A.
Alternates quoted on Bid Forms will be reviewed and accepted or rejected at the Owner's
option. Accepted Alternates will be identified in Owner-Contractor Agreement.
cOb1\dinate related work and modify surrounding work as required.
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a,= Schedule of Alternates:
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1.09 ~.~ ACI.!VE SERVICES
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A. Existing active services: water, gas, sewer, electric, when encountered, shall be
protected against damage. Do not prevent or disturb operation of active services which
are to remain. If active services are encountered which require relocation, make request
to authorities with jurisdiction for determination of procedures. Where existing services
are to be abandoned, they shall be terminated in conformance with requirements of the
Utility or Municipality having jurisdiction.
1.10 SUBMITTALS
A. Provide eight (8) copies of all shop drawings. Submittal data for electrical equipment
shall consist of shop drawings and/or catalog cuts showing technical data necessary to
evaluate the material or equipment, to include dimensions, wiring diagrams, performance
curves, ratings, control sequence and other descriptive data necessary to describe fully
BASIC ELECTRICAL REQUIREMENTS
16010-2
Howard R. Green Company
Pr~ectNo.513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.11
NOTE:
the item proposed and its operating characteristics. Shop drawings shall be submitted
on all equipment and materials.
B.
Proposed Products List: Include Products specified in all Sections.
C.
Submit shop drawings and product data grouped to include complete submittals of related
systems, products, and accessories in a single submittal.
D.
E.
Mark dimensions and values in units to match those specified.
Prior to submittal of Products List and Shop Drawings, this Contractor shall check and
mark "approved" and sign all copies. Submittals will not be accepted from Suppliers or
Manufacturers.
F.
The Engineer will check shop drawings to aid in interpreting the plans and specifications,
and will in so doing assume that the shop drawings conform to all specified requirements
set forth in this specification. The approval of the shop drawing by the Engineer <Lqes not
relieve the Contractor of the responsibility of complying with all e!ements'of the
specification. The name of the Project Engineer, and location shall appl;iaron all pages
of all shop drawings. . .
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REGULATORY REQUIREMENTS
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Contractor to refer to those codes and standards that pertain to this section of the spedffCation.
All codes and standards mayor may not be listed, but it shall be the Contractor's responsibility to
refer to latest editions of such and coordinate related work as necessary.
A. Imposed Standards/Regulations
1. General: Applicable provisions of the following codes and standards are hereby
imposed on a general basis for the electrical work (in addition to specific
applications specified by individual work sections of these specifications and in
addition to applicable local and state codes.
Underwriters Laboratories
American Gas Association
AWS Standards for Welding
National Electric Code
Local and/or State Electrical, Mechanical and Building codes
Uniform Electrical Code
NFPA Standards and Pamphlets
2. Every installation shall comply with applicable sections of every other specification.
changes required to confonm shall be made without increase in contract price, after
approval by Engineer in writing.
BASIC ELECTRICAL REQUIREMENTS
16010-3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
If changes are required to obtain above approvals, contractor shall submit them to
Engineer for approval, after which revised data shall be submitted and written
approval obtained. Changes shall be made without increase in contract price.
3. Installations must be entirely safe in every respect, and must not create any
condition of any kind which will be harmful to any occupant of building, to operating
personnel, to installation personnel, to testing personnel, to workmen, and to public;
contractor for each installation shall be solely responsible for providing installations
which will meet these conditions. If contractor believes that installation will not be
safe for all parties, he shall so report in writing to the Engineer before any
equipment is purchased or work is installed, giving his exact recommendations.
4. Manufacturer of each type of equipment used by itself or as a part of any system
shall carefully check capacities, arrangements, and methods shown or specified
(including space requirements, servicing requirements, ambient air temperatures,
etc.) for installation of his equipment, and all COnnectiOnS to other system or to parts
of same system to assure himself that when used, connected, interconnected,
piped, wired, or controlled as specified, it can be properly serviced. If the
manufacturer has any reservations in this regard, he shall state his reservations
and/or suggested changes in a separate letter addressed to the Engineer and shall
include this letter as a part of his shop drawing submission.
5. Engineer will work out required changes and adjustments in contract prices where
such adjustments are warranted. No adjustments in contract price will be allowed
for additionS required by applicable code, ordinance, statute, utility regulation, or
labor regulation. It is the obligation of each contractor to include such items in his
original bid. Changes in equipment shall be incorporated in shop drawings.
If contractor fails to call such reservations or suggestions to Engineer's attention,
in writing, before any work is done or equipment is purchased, it will be assumed
that he accepts his responsibility for providing a completely safe and completely
coordinated installation. If at a later date changes become necessary to assure a
completely safe and coordinated installation, they shall be made, as approved by
Engineer, without increase in contract price.
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BASIC ELECTRICAL REQUIREMENTS
16010-4
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.12
A.
B.
C.
1.13
A.
B.
1.14
A.
1.15
B.
Permits and Tests, Electrical Work: The Electrical Contractor shall obtain and pay for all
fees, permits and licenses required by his work, unless otherwise noted in the detailed
contractual description preceding these electrical specifications. Submit a record copy
(for Owner's records) of electrical work notices, permits, licenses, inspection or test
reports, and similar items obtained in response to goveming and imposed regulations and
standards.
PROJECT/SITE CONDITIONS
Inspect site prior to bidding to be thoroughly familiar with existing conditions.
Install Work in locations shown on Drawings, unless prevented by Project conditions.
Prepare drawings showing proposed rearrangement of Work to meet Project conditions,
including changes to Work specified in other Sections. Obtain permission of Engineer
before proceeding.
SEQUENCING AND SCHEDULING
Construct Work in sequence under provisions of other Sections as applicable.
Work shall be installed and rough-in completed in cooperation with other contractors to
assure completion when scheduled.
CONCRETE WORK
Concrete bases and pads for electrical equipment will be furnished by General
Contractor. This contractor shall coordinate size and location.
B.
This contractor shall furnish equipment anchor bolts and shall be responsible for their
proper installation and accurate location.
PROTECTION
A.
Special care shall be taken for the protection of equipment furnished by this Contractor.
Equipment and material shall be completely protected from weather elements, painting,
plaster, etc. until the project is completed. Damage from rust, paint, scratches, etc. shall
be repaired as required to restore equipment to original condition.
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1.6010-5
BASIC ELECTRICAL REQUIREMENTS
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Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Where the installation or connection of equipment requires this Contractor to work in
areas previously finished by other contractors, this Contractor shall be responsible that
such areas are protected and are not marred, soiled or otherwise damaged during the
course of such work. This Contractor shall arrange with the other contractors for repairing
and refinishing of such areas which may be damaged.
1.16 FINISHING
1.17
A.
A. General
1. Prior to acceptance of the installation and final payment of the Contract, the
Contractor shall perform the work outlined herein.
B.
Cleaning
1. Perform cleaning required by the General Section applicable to this Division of the
work as the following:
a. Clean debris and dirt fro, junction boxes, etc.
PRODUCT AND PERFORMANCE QUALITY AND SUBSTITUTIONS
All materials shall be the standard product of a reputable manufacturer regularly engaged
in the manufacture of the specific product, and where more than one unit is required of
the item, all shall be of the same manufacturer.
B.
Proposals as submitted shall be based on the products specifically named in the
specifications.
C.
If specific products of more than one manufacturer are specified, the choice of these shall
be made optional with the Contractor.
D.
All materials are subject to approval by the Engineer both before and after incorporation
in the building.
E.
Should suppliers of materials not specified wish to bid their material as a base bid equal,
they shall secure the written approval of the Engineer that their product is acceptable as
anc.equal to that specified at least ten (10) days in advance of the bid date to have their
pl:oducts covered in an Addendum prior to opening of bids.
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BASIC ELECTRICAL REQUIREMENTS
16010 - 6
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
F. The Engineer reserves the right to refuse approval on equipment which does not meet
the specification in his opinion, or on equipment for which no local experience of
satisfactory service is available. The Engineer further reserves the right to reject
equipment for which maintenance service and the availability of replacement parts is
questionable.
G. All materials and equipment shall be fully guaranteed by the Contractor to be free from
defects and to be new equipment; no second-hand, used, or salvaged equipment will be
allowed. Replacement of any part which fails within one year from the date of acceptance
shall be made by the Contractor without cost to the Owner. Any materials not conforming
to the specification will be ordered removed any time during the course of construction,
and the Contractor shall replace such items, when notified, at his own expense.
H. All elements of the construction shall be performed by workmen skilled in the particular
craft involved, and regularly employed in that particular craft. All work shall be perfonmed
in a neat, workmanlike manner in keeping with the highest standards of the craft.
I. The detenmination of quantities of material and equipment required shall be made by the
Contractor from the drawings. Schedules on the drawings and in the specifications are
completed as an aid to the Contractor but where discrepancies arise, the greater number
shall govern.
J. It will be the Contractor's responsibility to examine fully the drawings and specifications,
to take his own measurements where required, to verify dimensions and to fit his own
work into the schedule of other contractors, and to progress the contract as expeditiously
as possible, so that the progress of the work is orderly and does not occasion excessive
cutting and patching of this new structure.
K. The Contractor shall examine fully the plans and specifications of all other contractors on
the job to coordinate the installation of his work with that of other contractors.
L. The Engineer reserves the right to determine space priority of the contractors in the event
of interference between the piping and equipment of the various contractors. Conflicts
between the drawings and specifications, or between requirements set forth for the
various trades shall be called to the attention of the Engineer. If clarification is not asked
for prior to the taking of bids, it will be assumed that none is required and that the
Contractor has submitted his bid in conformance with plans and specifications as issued.
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BASIC ELECTRICAL REQUIREMENTS
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Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.18 EXCAVATING, TRENCHING AND BACKFILLING
A. This Contractor shall do excavating necessary for underground electrical ducts, wiring,
manholes, conduit, etc., and shall backfill such trenches and excavations after work has
been installed and tested. Work shall be in accordance with the requirements as follows.
Care shall be taken in excavating, that walls and footings and adjacent load bearing soils
are not disturbed, except where lines must cross under a wall footing. Where a line must
pass under footing, the crossing shall be made by the smallest possible trench to
accommodate the pipe.
Excavation shall be kept free from water by pumping if necessary. No greater length of
trench shall be left open, in advance of pipe and utility laying, than that which is
authorized or directed by the Engineer.
B. Immediately after testing and/or inspection, the trench shall be carefully backfilled. Place
backfill into trench at an angle so the impact on installed pipe is minimized. Compact to
90% density. Reference to percent maximum density shall mean a soil density not less
than the stated percent of optimum density for soil as determined by lOOT Laboratory
Test Method 103 (Standard proctor Density). Density compaction shall be done in 6" lifts
until 24" above top of pipe.
1.19 COORDINATION
A. The Electrical Contractor shall coordinate his work with all other trades prior to installation.
Some spaces are extremely tight and shall require careful cooperation.
B. The determination of quantities of material and equipment required shall be made by the
Contractor from the drawings. Schedules on the drawings and in the specifications are
completed as an aid to the Contractor but where discrepancies arise, the greater number
shall govern.
C. Where the specifications state that equipment shall be "furnished", "installed", or
"prQ.vided", it shall be understood to mean this Contractor shall furnish and install
completely unless it is specifically stated that the equipment is to be furnished and/or
ins.Ialled by others.
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BASIC ELECTRICAL REQUIREMENTS
16010-8
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
1.20 EXISTING SERVICE
A. If existing services are encountered in work, protect, brace, and support existing active
sewers, gas, electric, or other services where required for the proper execution of the
work. If existing active services are encountered that require relocation, make request
to proper authorities for determination of procedure. Do not prevent or disturb operation
of active services that are to remain.
1.21 TEMPORARY SHUTDOWNS OR ABANDONED SERVICES
A. Where work makes temporary shutdowns or need to abandon unavoidable, Contractor
shall consult with the Owner as to times and procedures for such shutdowns. Where
existing services are to be abandoned, wiring shall be removed and conduit shall be
properly capped in conformance with requirements of the utility.
1.22 SITE
A. The site shall be kept orderly and clean at all times during the construction and the
storing of materials shall be in accordance with the wishes of the Owner in areas
designated for that purpose. At the conclusion of the construction, the site shall be
cleaned thoroughly of all rubble, debris and unused materials and shall be left in good
order. All tunnels, chases or closed off spaces shall be cleaned of all waste materials,
wood frame members, etc. used in construction.
1.23 EXISTING CONDITIONS
A. All contractors shall familiarize themselves with the site and with any conditions of the site
and/or existing buildings which might present unusual aspects to the work involved.
Contractor shall verify all aspects of electrical work, insofar as is possible, check routes
of conduit indicated, verifying clearances and other obstacles which might influence the
construction proposed. No extras can be allowed on work occasioned by the Contractor's
failure to make this inspection.
1.24 NOISE AND VIBRATION
A. Electrical equipment shall operate without objectionable noise or vibratioll_as de~mined
by the Engineer. If such objectionable noise or vibration should be~'produ~d and
transmitted to occupied portions of the building by apparatus, conduit, duc:p:; or ot~gr parts
for the electrical work, make necessary changes and additions, as approvedl,without
extra cost to the Owner. - w
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1.25
EQUIPMENT INSTALLATION
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BASIC ELECTRICAL REQUIREMENTS
16010-9
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Erect equipment in neat and workmanlike manner, align, level and adjust for satisfactory
operation, install so that connecting and disconnecting parts can be made readily and so
that all parts are easily accessible for inspection, operation and maintenance.
1.26 PERMITS
A. The Contractor shall secure all permits and pay all fees required in connection with this
installation and shall be responsible for securing such inspections as are required by the
authorities with jurisdiction over the site.
1.27 APPLICATIONS
A. Where applications are required for the procuring of utility service to the building, this
Contractor shall see that such application is properly filed with the utility and that all
information required for such an application is presented to the extent and in the form
required by the utility company.
1.28 AS BUILT UTILITIES DRAWINGS
A. Contractor shall prepare and submit to Engineer a drawing showing the exact location of
all underground electrical conduit nuns. Drawing shall give accurate location dimensions
of all such equipment for future use by the Owner. This drawing shall be submitted as
soon as piping has been installed and no payment for work will be authorized prior to
such submittal.
1.29 REFERENCES
A. All referenced to "Engineer" of "Architect" shall be interpreted to mean Owner's
Representative duly appointed to supervise the project.
END OF SECTION 16010
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BASIC ELECTRICAL REQUIREMENTS
16010 - 10
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
lowaS-ity, Iowa
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SECTION 16111
CONDUIT
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1.01 SUMMARY
A. Section Includes
1. Metal conduit.
B. Measurement and Payment
1. Payment will be made for conduit in place as measured along of conduit. Any
boxes, elbows, levels, etc. shall be considered incidental to the cost of the conduit.
1.02 REFERENCES
A. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated.
B. ANSI/NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable
Assemblies.
C. ANSI/NFPA 70 - National Electrical Code.
D. NECA "Standard of Installation."
1.03 QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacturing the Products specified in this
section with minimum three years experience, and with service facilities within 100 miles
of Project.
B. Furnish products listed by Underwriters Laboratories, Inc. as suitable for purpose
specified and shown.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect, and handle Products to site.
B. Accept conduit on site. Inspect for damage.
C. Protect conduit from corrosion and entrance of debris by storing above grade. Provide
appropriate covering.
1.05 PROJECT I SITE CONDITIONS
CONDUIT
16111-1
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
A. Verify that field measurements are as shown on Drawings.
B. Verify routing and termination locations of conduit prior to rough-in.
C. Conduit routing is shown on Drawings in approximate locations unless dimensioned.
Route as required to complete wiring system.
1.06 WARRANTY
A. Manufacturer shall warrant specified equipment to be free from defects in materials and
workmanship for the lesser of one (1) year from date of installation or eighteen (18)
months from date of purchase.
1.07 START-UP, COMMISSIONING, AND TRAINING
A. Accurately record actual routing of conduits larger than 1 inch.
PART 2 - PRODUCTS
2.01 MANUFACTURED UNIT(S) OR MATERIALS
A. Description
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c~cealed, and underground applications.
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1;.': Allied Tube & Conduit.
2: ';2 Vaw of America.
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4. Anamet Inc.
B. Rigid Steel Conduit: Schedule 40, ANSI C80.1.
C. Fittings and Conduit Bodies: ANSI/NEMA FB 1; all steel fittings.
PART 3 - EXECUTION
3.01 EXAMINATION
CONDUIT
16111-2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
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Verify surface is ready for conduit installation.
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Examine conduit to verify that it is free from damage.
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C. Examine conduit to verify it is free of foreign objects.
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D. Install conduit in accordance with NECA "Standard of Installation."
E. Install expansion fittings as shown on the plans.
F. Support conduit using supports indicated on the drawings.
G. Fasten conduit supports to structure and surfaces under provisions of Section 16190.
H. Do not support conduit with wire or perforated pipe straps. Remove wire used for
temporary supports
I. Arrange conduit to maintain and present neat appearance.
J. Maintain adequate clearance between conduit and piping.
K. Use conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in damp and
wet locations and to cast boxes.
L. Install no more than equivalent of three gO-degree bends between boxes. Use conduit
bodies to make sharp changes in direction, as around beams. Use hydraulic one-shot
bender to fabricate factory elbows for bends in metal conduit larger than 2 inch size.
. M. Provide suitable fittings to accommodate expansion and deflection where conduit crosses,
control and expansion joints.
N. Provide nylon pull string in each empty conduit.
O. Use suitable caps to protect installed conduit against entrance of dirt and moisture.
P. Ground and bond conduit under provisions of Section 16170.
3.02 PREPARATION
A. Arrange supports to prevent misalignment during wiring installation.
3.03 EXECUTION, INSTALLATION, APPLICATIONS
A. Use only specified raceway in the following locations:
1. All locations: Rigid steel conduit.
CONDUIT
16111-3
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
B. Size raceways for conductor type installed or for type THW conductors, whichever is
larger.
1. Minimum size conduit - 3/4".
3.04 FIELD QUALITY CONTROL
A. Cut conduit square using saw or pipecutter; de-burr cut ends.
B. Bring conduit to shoulder of fittings; fasten securely.
C. Avoid moisture traps; provide junction box with drain fitting at low points in conduit
system.
3.05 INTERFACE WITH OTHER PRODUCTS
A. Install empty conduit system. See drawings for conduit runs required.
END OF SECTION 16111
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CONDUIT
16111 -4
Howard R. Green Company
Project No. 513015:J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 16130
BOXES
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PART 1 . GENERAL
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1.01
SUMMARY
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A. Section Includes
1. Pull and junction boxes.
B. Measurement and Payment
1. Payment will be incidental to the cost of the conduit.
1.02 REFERENCES
A. ANSI/NEMA FB 1 - Fittings and Supports for Conduit and Cable Assemblies.
B. ANSI/NFPA 70 - National Electrical Code.
C. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).
1.03 QUALITY ASSURANCE
A. Manufacturer: Company specializing in manufacturing Products specified in this Section
with minimum three years documented experience.
B. Conform to requirements of ANSI/NFPA 70.
C. Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for
purpose specified and shown.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Store boxes in a dry location.
B. Store in such a manner that the boxes will not be damaged.
1.05 PROJECT I SITE CONDITIONS
A. Verify field measurements are as shown on Drawings.
B. Verify locations of outlets prior to rough-in.
C. Electrical boxes are shown on Drawings in approximate locations unless dimensioned.
Install at location required for box to serve intended purpose.
BOXES 16130 - 1
,
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 2 - PRODUCTS
2.01 MANUFACTURED UNIT(S) OR MATERIALS
A. Description: Cast metal boxes for used as outlet, pull, and junction boxes.
B. Manufacturer.
1. Metal
a. Steel City
b. Raco
c. Dowers
d. Appleton
e. Approved equal
2.02 OUTLET BOXES
A. Cast Boxes: NEMA FB 1, Type FD, aluminum. Provide gasketed cover by box
manufacturer.
2.03 PULL AND JUNCTION BOXES
A. Surface-Mounted Cast Metal Box: NEMA 250, Type 6; flat-flanged, surface-mounted
junction box.
1. Material: Galvanized cast iron.
2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover
screws.
B. In-Ground Cast Metal Box: NEMA 250, Type 6, inside flanged, recessed cover box for
flush mounting.
1. Material: Cast aluminum.
2. Cover: Nonskid cover with neoprene gasket and stainless steel cover screws.
3. Cover Legend: ELECTRIC.
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BOXES
16130 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PART 3 - EXECUTION
3.01 EXAMINATION
A. Examine prints for locations of all outlets.
B. Verify rooms and walls are ready to accept boxes.
3.02 EXECUTION / INSTALLATION / APPLICATIONS
A. Install electrical boxes as shown on Drawings, and as required for splices, taps, wire
pulling, equipment connections and compliance with regulatory requirements.
B. Install electrical boxes to present neat mechanical appearance.
C. Install pull boxes and junction boxes in accessable areas only.
D. Support boxes independently of conduit.
E. Use cast outlet box in exterior locations and wet locations.
F. Large Pull Boxes: Boxes larger than 100 cubic inches in volume or 12 inches in any
dimension. Use surface-mounted cast metal box.
3.03 FIELD QUALITY CONTROL
A. Install all cover plates and cap all unused box openings.
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END OF SECTION 16130
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BOXES
16130 - 3
Howard R. Green Company
Project No. 513015~J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
SECTION 16190
SUPPORTING DEVICES
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes
1. Conduit and equipment supports.
2. Anchors and fasteners.
B. Measurement and Payment
1. Payment will be based on cost per hanger.
1.02 REFERENCES
A. NECA - National Contractors Association.
B. ANSI/NFPA 70 - National Electrical Code.
1.03 SUBMITTALS
A. Product Data: Provide manufacturer's catalog data for fastening systems.
B. Manufacturer's Instructions: Indicate application conditions and limitations of use
stipulated by Product testing agency specified under Regulatory Requirements. Include
instructions for storage, handling, protection, examination, preparation, installation, and
starting of Product.
1.04 QUALITY ASSURANCE
A. Conform to requirements of ANSI/NFPA 70.
B. Furnish products listed and classified by Underwriters Laboratories, Inc. as suitable for
purpose specified and shown.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Metallic and components shall be inspected for damage and physical defects.
B. Metallic and components shall be stored in accordance with manufacturer's
recommendations.
SUPPORTING DEVICES
16190 - 1
Howard R. Green Company
Project No. 513015~J
PART 2
2.01
2.02
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
PRODUCTS
MANUFACTURED UNIT(S) OR MATERIALS
A.
Description: Steel channel, fittings, and anchors used to support various electrical
devices and equipment racks.
B.
Approved Manufacturers
1. Unistrut.
2. B-Line.
2. Approved equal.
STEEL CHANNEL
A.
Description: Stainless Steel.
1. Materials and Finishes: Provide adequate corrosion resistance.
2. Provide materials, sizes, and types of anchors, fasteners and supports to carry the
loads of equipment and conduit. Consider weight of wire in conduit when selecting
~
'~products.
3.') Design shall be for twice the weight of conduit and wires as shown on the drawings.
," '.'; Provide multiple struts and supports at each locations as needed.
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2,03;~:: ANCHORS AND FASTENERS
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A.: Co@rete Structural Elements: Use precast insert system, expansion anchors.
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B. Concrete Surfaces: Use self-drilling anchors and expansion anchors.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify wall, ceiling, and rafters are suitable to accept steel channel and anchors.
3.02 PREPARATION
A. Verify all channels, fasteners, anchors and miscellaneous as suitable for the application.
3.03 EXECUTION I INSTALLATION I APPLICATIONS
A. Install products in accordance with manufacturer's instructions.
B. Provide anchors, fasteners, and supports in accordance with NECA "Standard of
Installation" .
SUPPORTING DEVICES
16190 - 2
Howard R. Green Company
Project No. 513015-J
Iowa City Water Division
Iowa River Dam Renovation
Iowa City, Iowa
C. Coordinate locations and arrangements of supports with all other trades.
D. Do not use spring steel clips and clamps.
E. Obtain permission from Engineer before using powder-actuated anchors.
F. Obtain permission from Engineer before drilling or cutting structural members.
G. Fabricate supports from structural steel or steel channel. Rigidly weld members or use
hexagon head bolts to present neat appearance with adequate strength and rigidity. Use
spring lock washers under all nuts. All fabricated supports shall be stainless steel, .125"
minimum thickness.
3.04 FIELD QUALITY ASSURANCE
A. Verify all supports are securely anchored and fastened.
B. Verify all supports are level and square.
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END OF SECTION 16190
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MAR 24 '99 l2:l8PM H R G DES MOINES
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Howard R. Green Company
CONSULTING ENGINEERS
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March 24,1~99
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Chud< Sc:hmad~e. PE
Public Works Dire~r
City of Iowa City'"
410 E. Washington Sl ",
Iowa City. IA 52240
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Re: Final Plans and Bid Dotll~ments
Iowa River Dam Renovatltln
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Dear Chuck: ~. //
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Enclosed are two sets of plans and proje=ualS for the above-referenced project.
The plans and doc:uments can be place\l"on 'Ie after the Public: Hearing which is set for
March 30,1999. The letting Is set foryVednes y, May 12,1999,
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The revised opinion of probable co for the proje Is $1,610,000,
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Please-contact me if you heVery questions.
j
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Respectfully submitted, /'
HOWARD R. GREEI't'COMPANV
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(i) 4885 Merle Hay Roell . Sui1I! 106 . p.O. Box 31038 . Del Moines, IoWa 50310.1317 . Phcne 515/27&2913. fAX 515/2711-1848
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~-~---- .
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Prepared by: Chuck Schmadeke, Dir. of Public Works, 410 E. Washington St., Iowa City, IA 52240 (319)356-5141
RESOLUTION NO. 99-95
RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON-
TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE IOWA
RIVER DAM RENOVATION PROJECT, ESTABLISHING AMOUNT OF BID
SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO
PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR
RECEIPT OF BIDS.
WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of
cost for the above-named project was published as required by law, and the hearing thereon held.
NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY,
IOWA THAT:
1. The plans, specifications, form of contract and estimate of cost for the above-named
project are hereby approved.
2. The amount of bid sElcurity to accompany each bid for the construction of the above-
named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer,
City of Iowa City, Iowa.
3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids for
the construction of the above-named project in a newspaper published at least once
weekly and having a general circulation in the city.
4. Bids for the above-named project are to be received by the City of Iowa City, Iowa, at the
Office of the City Clerk, at the Civic Center, until 10:30 a.m. on the 12th day of May, 1999.
Thereafter the bids will be opened by the City Engineer or his designee, and thereupon
referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its next
meeting, to be held at the Council Chambers, Civic Center, Iowa City, Iowa, at 7:00 p.m.
on the 18th day of May, 1999, or if said meeting is cancelled, at the next meeting of the
City Council thereafter as posted by the City Clerk.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY,
IOWA:
Passed and approved this
30th
day of March ,1999.
LJ -.~(,.J. ;;Jd.. ~
~
() fPpr~
'()(u7.VA/ ~;;L.)-ftJ
City Attorney's Office
ATTEST: ~:_"') I!. ~",)
CI LERK
,
Resolution No.
Page ---L
99-95
It was moved by Vanderhoef and seconded by Norton
adopted, and upon roll call there were:
the Resolution be
AYES:
NAYS:
ABSENT:
x
X
X
X
X
X
X
Champion
Kubby
Lehman
Norton
O'Donnell
Thornberry
Vanderhoef
City of Iowa City
MEMORANDUM
t
Date:
May 13, 1999
To:
Steve Atkins, City Manager
From:
Chuck Schmadeke, Director of Public Works
Re:
Iowa River Power Dam Bids
Six bids were received for renovation of the Iowa River Power Dam ranging from
$1,890,517 to $2,743,562. Three of the six bids were in the $1.9 M range.
Howard R. Green's estimate for the project was $1,501,400. Although the bids
indicate that the estimate was low, staff recommends not awarding this project.
This recommendation is based on two factors. First, it is possible to postpone
the project without significant risk. Second, additional time can spent to further
evaluate the dam and examine construction techniques which may allow the
design to be altered to reduce the cost of the project.
Cc: Eleanor Dilkes
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Prepared by: Daniel Scott, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5142
RESOLUTION NO. 01-60
RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO
EXECUTE AND THE CITY CLERK TO ATTEST AN AGREEMENT BY AND
BETWEEN THE CITY OF IOWA CITY AND NNW, INC. OF IOWA CITY TO
PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE DESIGN OF
THE RECONSTRUCTION OF THE IOWA RIVER DAM AND PEDESTRIAN
BRIDGE.
WHEREAS, the City of Iowa City desires to reconstruct the existing dam and pedestrian bridge
spanning the Iowa River north of the Clear Creek confluence; and
WHEREAS, the City of Iowa City desires to contract for the design of the project, which includes
concept statement phase, preliminary plan phase, final plan phase, property acquisition, and bid
letting services; and
WHEREAS, an Agreement for professional engineering services has been negotiated with NNW,
Inc. of Iowa City, Iowa
WHEREAS, this City Council has been advised and does believe that it would be in the best
interest of the City of Iowa City, Iowa, to enter into said Agreement with NNW, Inc.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA, THAT:
1. The Consultant's Agreement attached hereto is in the public interest, and is approved as
to form and content.
2. The Mayor and City Clerk are hereby authorized and directed to execute the attached
Consultant's Agreement, in duplicate.
Passed and approved this
5th
d"'Jl.-. 2~
,,/;~ ~ . ----
It was moved by Pfab and seconded by
adopted, and upon roll call there were:
Approved by
J Jt/ ud j'/~Oi
City Attorney~~)
Vanderhoef the Resolution be
ATTEST:~,~"'Aoo'J 11. ~
IT LERK
AYES:
X
X
NAYS:
ABSENT:
Champion
Kanner
Lehman
O'Donnell
Pfab
Vanderhoef
Wilburn
v
x
X
X
pweng\res\dam&pedbrdg.doc
CONSULTANT AGREEMENT
THIS AGREEMENT, made and entered into this 5th
2001 , by and between the City of Iowa City,
hereinafter referred to as the City and NNW. Inc.
hereinafter referred to as the Consultant.
day of Ma rch ,
Iowa, a municipal corporation,
of Iowa Citv
WHEREAS, the City desires to assure the stability of the pool formed by the Iowa River Dam
and wishes to rehabilitate the existing dam. In addition, the City desires to construct a
pedestrian bridge across the dam and spillway area. As part of this project the City of Coralville,
having a financial interest in the project, desires to construct a gazebo on the west end of the
bridge. (The city of Coralville will reimburse the City for this work.)
NOW THEREFORE, it is agreed by and between the parties hereto that the City does now
contract with the Consultant to provide services as set forth herein.
I. SCOPE OF SERVICES
Consultant agrees to perform the following services for the City, and to do so in a timely and
satisfactory manner.
A. Preliminary Phase:
The preliminary phase for the dam is complete. This phase is for concepting, estimating costs
and recommending a pedestrian bridge.
1. Develop concepts for the pedestrian bridge with due consideration to aesthetics,
constructability with the dam project and cost;
2. Work with Coralville's landscape architect in developing concepts for the bridge;
3. Attend meetings with City Staff and City of Coralville as required;
4. Federal, state and local regulatory submittals, permit and approvals.
B. Final Plan Phase:
1. Prepare detail plans, specifications, contract documents and engineer's estimate
required for City of Iowa City formal letting;
2. Contract documents shall be in accordance with City, State and Federal
requirements and shall use Iowa City Standard Specifications as base
specifications;
3. Provide necessary prints and calculations for review by City, State and Federal
agencies;
4. Review required construction drawings as well as detailed shop and erection
drawings submitted by the contractor for compliance with the design concept of
the proposed project;
5. Arrange and hold a pre-construction meeting to be held with the successful
bidder to answer technical questions regarding construction of the project;
6. Attend meetings with City Staff as required.
C. Gazebo Design
1. Design gazebo on west end of bridge using Coralville Architect's concept,
including civil site work and structural design.
2. Integrate this design into the bridge design and include in plans, specifications
and contract documents for the bridge.
D. Final Cost Estimate
1. Prepare a final cost estimate at completion of design.
2. Determine appropriate cost split between the cities of Iowa City and Coralville,
E. Property Acquisition
Property acquisitions include property necessary to construct and maintain dam,
pedestrian bridge, gazebo, pedestrian trail, and public utilities.
1. Provide legal property plans for necessary fee title acquisitions, permanent
easements and temporary easements.
2. Conduct a pre-construction meeting with the cities of Iowa City and Coralville
and the successful contractor.
F. Letting Services:
1. Print and Distribute plans and specifications to contractors and plan rooms. For
budget purposes it is estimated that forty 24x36 plan sets and specifications will
be duplicated and distributed. A non-refundable deposit will be charged to the
bidders to recover the actual cost of printing the plans and specifications;
2. Assist in the preparation of the formal Notice of Hearing and Letting. Publication
costs shall be borne by the City. Prepare and disseminate an informal notice to
contractors concerning the upcoming project.
3. Answer questions from contractors prior to letting and issue addenda as
appropriate to interpret, clarify or expand the bidding documents;
4. Be present when bids and proposals are opened, make tabulation of the bids for
the City, and recommend award of contract to City.
5. After the award is made, assist in assembling the contract documents for the
project included herein.
G. Special Services (Not included in contract)
2
1. Preparation of elementary sketches and supplementary sketches required to
resolve actual field conditions encountered;
2. Assist the City as expert witness in litigation arising from the development and
construction of the project and in hearings before various approving and
regulatory agencies.
II. TIME OF COMPLETION
The intent of the City is to begin construction of the dam in the winter of 2001 with a
target letting of September 2001. Review plans shall be submitted to the City by July
15,2001
III. GENERAL TERMS
A. The Consultant shall not commit any of the following employment practices and
agrees to prohibit the following practices in any subcontracts.
1. To discharge or refuse to hire any individual because of their race, color,
religion, sex, national origin, disability, age, marital status, sexual
orientation or gender identity.
2. To discriminate against any individual in terms, conditions, or privileges
of employment because of their race, color, religion, sex, national origin,
disability, age, marital status, sexual orientation or gender identity.
B. Should the City terminate this Agreement, the Consultant shall be paid for all
work and services performed up to the time of termination. However, such sums
shall not be greater than the "amount not to exceed" amount listed in Section IV.
The City may terminate this Agreement upon seven (7) calendar days' written
notice to the Consultant.
C. This Agreement shall be binding upon the successors and assigns of the parties
hereto, provided that no assignment shall be without the written consent of all
Parties to said Agreement.
D. It is understood and agreed that the retention of the Consultant by the City for
the purpose of the Project shall be as an independent contractor and shall be
exclusive, the Consultant shall have the right to employ such assistance as may
be required for the performance of the Project.
E. It is agreed by the City that all records and files pertaining to information needed
by the Consultant for the project shall be available by said City upon reasonable
request to the Consultant. The City agrees to furnish all reasonable assistance
in the use of these records and files.
F. It is further agreed that no Party to this Agreement shall perform contrary to any
state, federal, or local law or any of the ordinances of the City of Iowa City, Iowa.
G. At the request of the City, the Consultant shall attend such meetings of the City
Council relative to the work set forth in this Agreement. Any requests made by
the City shall be given with reasonable notice to the Consultant to ensure
attendance.
3
H. The Consultant agrees to furnish, upon termination of this Agreement and upon
demand by the City, copies of all basic notes and sketches, charts,
computations, and any other data prepared or obtained by the Consultant
pursuant to this Agreement without cost, and without restrictions or limitation as
to the use relative to specific projects covered under this Agreement. In such
event, the Consultant shall not be liable for the City's use of such documents on
other projects.
I. The Consultant agrees to furnish all reports, specifications, and drawings, with
the seal of a professional engineer affixed thereto or such seal as required by
Iowa law.
J. The City agrees to tender the Consultant all fees in a timely manner, excepting,
however, that failure of the Consultant to satisfactorily perform in accordance
with this Agreement shall constitute grounds for the City to withhold payment of
the amount sufficient to properly complete the Project in accordance with this
Agreement.
K. Should any section of this Agreement be found invalid, it is agreed that the
remaining portion shall be deemed severable from the invalid portion and
continue in full force and effect.
L. Original contract drawings shall become the property of the City. The Consultant
shall be allowed to keep mylar reproducible copies of the Consultant's own filling
use.
M. Fees paid for securing approval of authorities having jurisdiction over the Project
will be paid by the City.
N. The Consultant shall not be responsible for the means, methods, procedures,
techniques, or sequences of construction. In addition, the Consultant shall not
be responsible for the contractor's job site safety, nor be responsible for the
contractor's failure to carry out the work in accordance with the contract
documents.
O. Upon signing this agreement, Consultant acknowledged that Section 362.5 of the
Iowa Code prohibits a City officer or employee from having an interest in a contract
with the City, and certifies that no employee or officer of the City, which includes
members of the City Council and City boards and commissions, has an interest,
either direct or indirect, in this agreement, that does not fall within the exceptions to
said statutory provision enumerated in Section 362.5.
P. The Consultant agrees at all times material to this Agreement to have and maintain
professional liability insurance covering the Consultant's liability for the Consultant's
negligent acts, errors and omissions to the City in the sum of $1 ,000,000.
4
, ,
IV. COMPENSATION FOR SERVICES
The City agrees to pay for services stated in this agreement on an hourly basis at the
hourly rates shown in Appendix A, attached hereto, with a maximum not to exceed
amount for each phase:
A. Preliminary Bridge Phase: Two Thousand Six Hundred dollars ($2,600.00).
B. Final Plan Phase:
a. Dam: Fifty Four Thousand Five Hundred dollars ($54,500.00).
b. Pedestrian Bridge: Forty Five Thousand Seven Hundred dollars
($45,700.00).
C. Gazebo Design: Two Thousand Five Hundred dollars ($2,500.00)
D: Letting Services: Two Thousand Two Hundred dollars ($2,200.00)
V. MISCELLANEOUS
A. All provisions of the Agreement shall be reconciled in accordance with the
generally accepted standards of the Engineering Profession.
B. It is further agreed that there are no other considerations or monies contingent
upon or resulting from the execution of this Agreement, that is the entire
Agreement, and that no other monies or considerations have been solicited.
R THE C1!U 7>.NT
fJ fe > led +-
1-1J-fJ/ol
, (
Title: M".l'nr
Title:
Date: March 5, 2001
ATTEST: frt.A/~""J J(.
Date:
~.MJ
Approved by:
/d/~
City Attorney's Office
J'/~O/
Date
5
II
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~~
CITY OF IOWA CITY
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT
FOR THE
IOWA RIVER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER IOWA RIVER
IOWA CITY, IOWA
I hereby certify that this engineering document was prepared by me or under my direct personal
supervision and that I am a duly licensed Prolessional Engineer under the laws 01 the State 01
Iowa.
SIGNED:
DATE:
~I!-
1/07/03
Steven K. Jacobsen, P.E.
Iowa Reg. NO.1 0597
My license renewal date is December 31, 2002.
FI' -f"
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TABLE OF CONTENTS
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TITLE SHEET
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TABLE OF CONTENTS
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NOTICE OF PUBLIC HEARING............................................................................. PH-1
ADVERTISEMENT FOR BIDS ............................................................................... AF-1
NOTE TO BIDDERS............................................................................................... NB-1
FORM OF PROPOSAL .......................................................................................... FP-1
BID BOND .............................................................................................................. BB-1
FORM OF AGREEMENT ....................................................................................... AG-1
PERFORMANCE AND PAYMENT BOND ............................................................. PB-1
CONTRACT COMPLIANCE
(ANTI-DISCRIMINATION REQUiREMENTS)................................................... CC-1
GENERAL CONDITIONS ....................................................................................... GC-1
SUPPLEMENTARY CONDITIONS ........................................................................ SC-1
RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID
PROJECTS....................................................................................................... R-1
SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
Section 01010 Summary of the Work.........................................................
Section 01025 Measurement and PaymenL..............................................
Section 01300 Submittals ...........................................................................
Section 01310 Progress and Schedules.....................................................
Section 01570 Traffic Control and Construction Facilities ..........................
Section 01800 Pre-Engineered Steel Truss..........................................
DIVISION 2 - SITE WORK
Section 02050 Demolitions, Removals and Abandonments.......................
Section 02100 Site Preparation ..................................................................
Section 02220 Earth Excavation, Backfill, Fill and Grading ........................
Section 02270 Slope Protection and Erosion Control.................................
Section 02510 Asphalt Cement Concrete Paving.......................................
Section 02520 Portland Cement Concrete Paving .....................................
Section 02524 Curb Ramps........................................................................
Section 02900 Landscaping .......................................................................
01010-1
01025-1
01300-1
01310-1
01570-1
01800-1
02050-1
02100-1
02220-1
02270-1
02510-1
02520-1
02524-1
02900-1
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DIVISION 3 - CONCRETE
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Section 03100 Concrete Formwork ...........................................................
Section 03200 Concrete Reinforcing .........................................................
Section 03300 CIP Concrete .....................................................................
03100-1
03200-1
03300-1
DIVISION 4 - MASONRY
Section 04460 Limestone Masonry................................................... 04460-1
NOTICE OF PUBLIC HEARING ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT AND
ESTIMATED COST FOR THE
IOWA RIVER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER THE
IOWA RIVER PROJECT IN THE CITY OF IOWA
CITY,IOWA
TO ALL TAXPAYERS OF THE CITY OF IOWA
CITY, IOWA, AND TO OTHER INTERESTED
PERSONS:
Public notice is hereby given that the City Council
of the City of Iowa City, Iowa, will conduct a public
hearing on plans, specifications, form of contract
and estimated cost for the construction of the
Iowa River Dam Renovation & Pedestrian Truss
Bridge Over the Iowa River Project in said city at 7
p.m. on the 21 sl day of January, 2003, said
meeting to be held in the Emma J. Harvat Hall in
the Civic Center, 410 E. Washington Street in said
city, or if said meeting is cancelled, at the next
meeting of the City Council thereafter as posted
by the City Clerk.
Said plans, specifications, form of contract and
estimated cost are now on file in the office of the
City Clerk in the Civic Center in Iowa City, Iowa,
and may be inspected by any interested persons.
Any interested persons may appear at said
meeting of the City Council for the purpose of
making objections to and comments concerning
said plans, specifications, contract or the cost of
making said improvement.
This notice is given by order of the City Council
of the City of Iowa City, Iowa and as provided by
law.
MARIAN K. KARR, CITY CLERK
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AnVFRTISFMFNT FOR RlnS
IOWA RIVER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER IOWA
RIVER PROJECT
Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until 10:30
A.M. on the 11" day of February, 2003, or at a
later date and/or time as determined by the
Director of Public Works or designee, with notice
of said later date and/or time to be published as
required by law. Sealed proposals will be opened
immediately thereafter by the City Engineer or
designee. Bids submitted by fax machine shall not
be deemed a "sealed bid" for purposes of this
Project. Proposals will be acted upon by the City
Council at a meeting to be held in the Emma J.
Harvat Hall at 7:00 P.M. on the 1S'h day of
February 2003, or at such later time and place as
may be scheduled.
The Project will involve the following:
. Repairing the existing Iowa River Dam
. Building new piers on top of dam and in
spillway.
. Placing pre-engineered pedestrian
bridges.
All work is to be done in strict compliance with
the plans and specifications prepared by NNW,
Inc., of Iowa City, Iowa, which have heretofore
been approved by the City Council, and are on file
for public examination in the Office of the City
Clerk.
Each proposal shall be completed on a form
furnished by the City and must be accompanied in
a sealed envelope, separate from the one
containing the proposal, by a bid bond executed
by a corporation authorized to contract as a surety
in the State of Iowa, in the sum of 10% of the bid.
The bid security shall be made payable to the
TREASURER OF THE CITY OF IOWA CITY,
lOW A, and shall be forfeited to the City of Iowa
City in the event the successful bidder fails to
enter into a contract within ten (10) calendar days
of the City Council's award of the contract and
post bond satisfactory to the City ensuring the
faithful performance of the contract and mainte-
nance of said Project, if required, pursuant to the
provisions of this notice and the other contract
documents. Bid bonds of the lowest two or more
bidders may be retained for a period of not to
exceed fifteen (15) calendar days following award
of the contract, or until rejection is made. Other
bid bonds will be returned after the canvass and
tabulation of bids is completed and reported to the
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City Council.
The successful bidder will be required to furnish
a bond in an amount equal to one hundred
percent (100%) of the contract price, said bond to
be issued by a responsible surety approved by the
City, and shall guarantee the prompt payment of
all materials and labor, and also protect and save
harmless the City from all claims and damages of
any kind caused directly or indirectly by the
operation of the contract, and shall also guarantee
the maintenance of the improvement for a period
of five (5) year(s) from and after its completion
and formal acceptance by the City Council.
The following limitations shall apply to this
Project:
Working Days: 180
Specified Start Date: March 3, 2003
Liquidated Damages: $700 per day
The plans, specifications and proposed contract
documents may be examined at the office of the
City Clerk. Copies of said plans and specifications
and form of proposal blanks may be secured at
the Office of NNW, Inc. 316 E. College St., Iowa
City, Iowa, by bona fide bidders.
A $30 non-refundable fee is required for each set
of plans and specifications provided to bidders or
other interested persons. The fee shall be in the
form of a check, made payable to NNW. Inc.
Prospective bidders are advised that the City of
Iowa City desires to employ minority contractors
and subcontractors on City projects. A listing of
minority contractors can be obtained from the
Iowa Department of Economic Development at
(515) 242-4721 and the Iowa Department of
Transportation Contracts Office at (515) 239-
1422.
Bidders shall list on the Form of Proposal the
names of persons. firms. companies or other
parties with whom the bidder intends to subcon-
tract. This list shall include the type of work and
approximate subcontract amount(s).
The Contractor awarded the contract shall
submit a list on the Form of Agreement of the
proposed subcontractors, together with quantities.
unit prices and extended dollar amounts.
By virtue of statutory authority, preference must
be given to products and provisions grown and
coal produced within the State of Iowa, and to
Iowa domestic labor. to the extent lawfully re-
quired under Iowa Statutes. The Iowa reciprocal
resident bidder preference law applies to this
Project.
The City reserves the right to reject any or all
proposals, and also reserves the right to waive
technicalities and irregularities.
Published upon order of the City Council of Iowa
City, Iowa.
MARIAN K. KARR. CITY CLERK
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NOTE TO BIDDERS
1. The successful bidder and all subcontractors are required to submit at least 4 days prior to
award three references involving similar projects, including at least one municipal
reference. Award of the bid or use of specific subcontractors may be denied if sufficient
favorable references are not verified or may be denied based on past experience on
projects with the City of Iowa City.
2. References shall be addressed to the City Engineer and include name, address and
phone number of contact person, for City verification.
3.
Bid submittals are:
Envelope 1 :
Envelope 2:
Bid Bond
Form of Proposal
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FORM OF PROPOSAL
IOWA RIVER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER IOWA AVENUE PROJECT
CITY OF IOWA CITY
NOTICE TO BIDDERS:
PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND
VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE
CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT.
Name of Bidder
Address of Bidder
TO: City Clerk
City of Iowa City
Civic Center
410 E. Washington SI.
Iowa City, IA 52240
The undersigned bidder submits herewith bid security in the amount of
$ , in accordance with the terms set forth in the "Project Specifications."
The undersigned bidder, having examined and determined the scope of the Contract
Documents, hereby proposes to provide the required labor, services, materials and equipment
and to perform the Project as described in the Contract Documents, including Addenda
, and , and to do all work at the prices set forth herein.
We further propose to do all "Extra Work" which may be required to complete the work
contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work.
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The names of those persons, firms, companies or other parties with whom we intend to enter into
a subcontract, together with the type of subcontracted work and approximate dollar amount of the
subcontract, are as follows:
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NOTE: All subcontractors are subject to approval by City.
The undersigned bidder certifies that this proposal is made in good faith, and without
collusion or connection with any other person or persons bidding on the work.
The undersigned bidder states that this proposal is made in conformity with the Contract
Documents and agrees that, in the event of any discrepancies or differences between any
conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the
more specific shall prevail.
Firm:
Signature:
Printed Name:
Title:
Address:
Phone:
Contact:
FP-2
EST UNIT EXTENDED
ITEM DESCRIPTION UNIT QUANTITY PRICE AMOUNT
01 MOBILIZATION L.S. 1
02 DAM ACCESS L.S. 1 .-
03 CLEARING AND GRUBBING L.S. 1
04 REMOVAL OF EXISTING BRIDGE L.S. 1
05 REMOVALS OF DAM, AS PER PLAN L.S. 1
06 REMOVALS OF BOAT RAMP, AS PER PLAN L.S. 1
07 BORROW EXCAVATION, CLASS 10 C.Y. 460
08 EXCAVATION, CLASS 20 C.Y. 150
09 EXCAVATION, CLASS 21 C.Y. 68
10 EXCAVATION, CLASS 22 C.Y. 5
11 FLOWABLE MORTAR C.Y. 1953
12 CONCRETE, DAM FILL C.Y. 335
13 CONCRETE,STRUCTURAL C.Y. 967.3
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14 STEEL, REINFORCING LBS 8612
15 STEEL, REINFORCING, EPOXY COATED LBS 80480
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16 PILING, STEEL SHEET S.F. 1480 --------------.
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17 PILING, FURNISH STEEL HP 10X42 L.F. 540
18 PILING, DRIVE STEEL HP 10X42 L.F. 540
19 PILING, CONCRETE ENCASEMENT L.F. 105 r---'
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20 i PREFABRICATED STEEL TRUSSES, 144'-1 1/2 EACH 2 :cd u
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21 PREFABRICATED STEEL TRUSSES, 78'-4 EACH 6 .-.... --r
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22 'LIGHTING, AS PER PLAN L.S. 1 :: . I :=
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23 RAILING, ON LOOK-OUTS L.F. 152 - '., .. ,
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24 RAILING, RAMP, 4'-6 L.F. 136 CC:,; , -- "
25 RAILING, HANDRAIL, 3'-6 L.F. 30 .:::, r:y
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26 INTAKE, RA-43 EACH 1 -'" w
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27 SEWER, 2000D, STORM, 24 IN. DIA L.F. 20
28 SEWER, CMP. 12" DIA. L.F. 100 --
29 SAFETY CLOSURE EACH 1
30 CONDUIT, RIGID STEEL, 4 IN. DIA. L.F. 1600
31 TRAFFIC CONTROL L.S. 1
32 PAVEMENT REMOVAL S.Y. 222
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33 GRANULAR SUBBASE S.Y. 358
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34 'ACC PAVEMENT TON 121
35 PCC PAVEMENT, 6". REINFORCED AS PER PLAN S.Y. 226
36 RIP RAP, CLASS B. DAM TON 286
37 RIP RAP, CLASS E, BOAT RAMP TON 600
38 FENCE, CHAIN LINK, REMOVE AND REPLACE STA 2.5
39 SEEDING, FERTILIZING, MULCHING ACRE 2
40 TREATED TIMBER EACH 36
41 TEMPORARY PARKING LOT FENCE L.S. 1
TOTAL EXTENDED AMOUNT
BID BOND
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, as Principal, and i- : i -. I ;
are firmly bound unto t~~, <fity, ~~ IQ~~ ~C?ity, Iowa,
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as Surety declare that we are held and
hereinafter called "OWNER," in the sum of
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Dollars ($ )1~.~~y::~.~i~4~~"r herein
provided. We as Principal and Surety further promise and declare that these obligatidris4,all bind
our heirs, executors, administrators, and successors jointly and severally. This
conditioned on the Principal submission of the accompanying bid, dated
Iowa River Dam Renovation & Pedestrian Truss Bridge Over the Iowa River Project.
obligation is
for
NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract
in the form specified, and the Principal shall then furnish a bond for the Principal's
faithful performance of said Project, and for the payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all other respects
perform the Project, as agreed to by the City's acceptance of said Bid,
then this obligation shall be void. Otherwise this obligation shall remain in full force and effect,
provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed
the amount of the obligation stated herein.
By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the
Owner in the event that the Principal fails to execute the contract and provide the bond, as
provided in the Project specifications or as required by law.
The Surety, for value received, hereby stipulates and agrees that the obligations of said
Surety and its bond shall in no way be impaired or affected by any extension of the time within
which the Owner may accept such Bid or may execute such contract documents, and said Surety
does hereby waive notice of any such time extension.
The Principal and the Surety hereto execute this bid bond this
day of
, A.D., 20_.
(Seal)
Witness
Principal
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(TitIA)
(SA"I)
Surety
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Witness
(Attorney-in-fact)
Attach Power-of-Attorney
BB-1
FORM OF AGREEMENT
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THIS AGREEMENT is made and entered into by and between the Ci~ o\Jowk City, Iowa
("City"), and
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Whereas the City has prepared certain plans, specifications, prot>o~2Ii a.ndbid~ocuments
dated the _ day of
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, 20_, for the Iowa 'River Dam Renovation &
Pedestrian Truss Bridge Over the Iowa River Project ("Project"), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully
describe the terms and conditions upon which the Contractor is willing to perform the Project.
NOW, THEREFORE, IT IS AGREED:
1 . The City hereby accepts the attached proposal and bid documents of the
Contractor for the Project, and for the sums listed therein.
2. This Agreement consists of the following component parts which are incorporated
herein by reference:
a. Addenda Numbers
b. "Standard SpeCifications for Highway and Bridge Construction," Series of
2001, Iowa Department of Transportation, as amended;
c. Plans;
d. Specifications and Supplementary Conditions;
e. Advertisement for Bids;
f. Note to Bidders;
g. Performance and Payment Bond;
h. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects;
i. Contract Compliance Program (Anti-Discrimination Requirements);
j. Proposal and Bid Documents; and
k. This Instrument.
The above components are deemed complementary and should be read together. In the
event of a discrepancy or inconsistency, the more specific provision shall prevail.
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3. The names of subcontractors approved by City, together with quantities, unit
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prices, and extended dollar amounts, are as follows (or showl1l roan attachment):
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4. Payments are to be made to the Contractor in accordance with the Supplementary
Conditions.
DATED this
day of
,20_.
Contrflr.tor
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(Titlp.\
ATTEST:
Mayor
ATTEST:
(Titlp.)
City Clerk
(Company Official)
Approved By:
City Attorney's Office
AG-2
PERFORMANCE AND PAYMENT BOND
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, as
(insert the name and address or legal title of the Contra~;~0" ., ') Fi: 2. l; 0
Principal, hereinafter called the Contractor and C' r' .~. , ~
(insert th~~~~al\til~~ptt~~;~\\~ty)
, as Surety, hereinafter called
the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter
called the Owner, in the amount of Dollars
($ ) for the payment for which Contractor and Surety
hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and
severally.
WHEREAS, Contractor has, as of
, entered into a
(date)
written Agreement with Owner for Project; and
WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to
be completed by Contractor, in accordance with plans and specifications prepared by
which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter
referred to as the Project.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if
Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond
shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion
of the Project.
A. The Surety hereby waives notice of any alteration or extension of time made by the
Owner.
B. Whenever Contractor shall be, and is declared by Owner to be, in default under the
Agreement, the Owner having performed Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly:
1 . Complete the Project in accordance with the terms and conditions of the
Agreement, or
2. Obtain a bid or bids for submission to Owner for completing the Project in
accordance with the terms and conditions of the Agreement; and upon determina-
tion by Owner and Surety of the lowest responsible bidder, arrange for a contract
between such bidder and Owner, and make available, as work progresses (even
though there may be a default or a succession of defaults under the Agreement or
subsequent contracts of completion arranged under this paragraph), sufficient
PB-1
funds to pay the cost of completion, less the balance of the Contract Price, but not
exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in this paragraph, shall mean the total amount
payable by Owner to Contractor under the Agreement, together with any addenda
and/or amendments thereto, less the amount properly paid by Owner to
Contractor.
C. The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of Eille (5) years from the date of formal
acceptance of the improvements by the Owner.
D. No right of action shall accrue to or for the use of any person, corporation or third party
other than the Owner named herein or the heirs, executors, administrators or successors
of Owner.
IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in
accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or
corporations having contracts directly with the Principal, including any of Principal's subcontrac-
tors, all claims due them for labor performed or materials furnished in the performance of the
Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are
a part of this bond to the same extent as if it were expressly set out herein.
SIGNED AND SEALED THIS
20_.
DAY OF
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(City, State, Zip)
(Phone)
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Contract
Compliance Program
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CITY OF IOWA CITY
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It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing
and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and
opportunity to gain and maintain employment.
PROVISIONS:
1. All contractors, vendors, and consultants requesting to do business with the City must submit an
Equal Opportunity Policy Statement before the execution of the contract.
2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by
another governmental agency) must abide by the requirements of the City's Contract Compliance
Program. Emergency contracts may be exempt from this provision at the discretion of the City.
Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the
City's Human Rights Ordinance, which is codified at Article 2 of the City Code.
3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants
are made aware of the City's Contract Compliance Program reporting responsibilities and receive the
appropriate reporting forms. A notification of requirements will be included in any request for proposal
and notice of bids.
4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on
pages CC-2 and CC-3) or other required material must be received and approved by the City.
5. Contracting departments are responsible for answering questions about contractor, consultant
and vendor compliance during the course of the contract with the City.
6. All contractors, vendors, and consultants must refrain from the use of any signs or designations
which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and
instead use gender neutral signs.
7. All contractors, vendors, and consultants must assure that their subcontractors abide by the
City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code
section 2-3-1.
CC-1
SFr.TlnN II - ASSIIRANr.F nF r.nMPI IANr.F
The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program
which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO
THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT.
With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows:
(For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.)
a. The contractor will not discriminate against any employee or applicant for employment and will take
affirmative efforts to ensure applicants and employees are treated during employment without regard
to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability,
marital status, and age. Such efforts shall include, but not be limited to the following: employment,
promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of
payor other forms of compensation; and selection for training, including apprenticeship.
b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the
contractor, state that it is an equal opportunity employer.
Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the
regulations (see generally 29 U.S.C. ~ 1608 eJ seq.) and relevant orders of the U.S. Secretary of
Labor. The Secretary of Labor, and not the City, enforces said regulations and orders.
3.
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Provide a copy of your written Equal Employment Opportunity policy state~., ( -
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Where is this statement posted?
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4. What is the name, teleph'one number and address of your business' Equal Employment Opportunity
Officer?
(Please print)
Phone number
Address
5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by
federal and state law for the duration of the contract. NOTE: The City can provide assistance in
obtaining the necessary posters.
CC-2
6. How does your business currently inform applicants, employees, and recruitment sources (including
unions) that you are an Equal Employment Opportunity employer?
The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment
Opportunity policies.
Business Name
Phone Number
Signature
Title
Print Name
Date
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CC-3
SECTION 111- SUGGESTED STEPS TO ASSURE EQUAL EMPLO~Mh[T6pPORTUNITIES
1.
COMPANY POLICY
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Determine your company's policy regarding equal employment opportuni1[~s; Docl!lment-the policy and post
it in a conspicuous place so that it is known to all your employees. Fu~rrOO+ di~emj~~ the policy to all
potential sources of employees and to your subcontractors asking th'elr 'coopela:tibn,''''h~ pOlicy statement
should recognize and accept your responsibility to provide equal employment opportunity in all your
employment practices. In regard to dissemination of this policy, this can be done, for example, through the
use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web
page postings, employee handbooks, and advertising.
2, EQUAL EMPLOYMENT OPPORTUNITY OFFICER
Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of
administering and promoting your company's Equal Employment Opportunity program, This person should
have a position in your organization which emphasizes the importance of the program,
3, INSTRUCT STAFF
Your staff should be aware of and be required to abide by your Equal Employment Opportunity program, All
employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions
should be trained and required to comply with your policy and the current equal employment opportunity
laws,
4. RECRUITMENT
(a) Let potential employees know you are an equal opportunity employer. This can be done by
identifying yourself on all recruitment advertising as "an equal opportunity employer",
(b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment
will only perpetuate the current composition of your workforce, Send recruitment sources a letter
annually which reaffirms your commitment to equal employment opportunity and requests their
assistance in helping you reach diverse applicant pools.
(c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory
barriers.
(d) Select and train persons involved in the employment process to use objective standards and to
support equal employment opportunity goals.
(e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review
education and experience requirements to make sure they accurately reflect the requirements for
successful job performance,
(f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this
information necessary to judge an applicant's ability to perform the job applied for?" Only use
job-related tests which do not adversely affect any particular group of people,
(g) Monitor interviews carefully, Prepare interview questions in advance to assure that they are only job
related, Train your interviewers on discrimination laws, Biased and subjective judgments in personal
interviews can be a major source of discrimination.
(h) Improve hiring and selection procedures and use non-biased promotion, transfer and training
policies to increase and/or improve the diversity of your workforce representation. Companies
must make sure procedures for selecting candidates for promotion, transfer and training are
based upon a fair assessment of an employee's ability and work record, Furthermore, all
companies should post and otherwise publicize all job promotional opportunities and encourage
all qualified employees to bid on them.
CC-4
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Attached for your information is a copy of Section 2 - 3 - 1 of the Iowa
City Code of Ordinances which prohibits certain discriminatory
practices in employment. Please note that the protected
characteristics include some not mandated for protection by Federal
or State law. As a contractor, consultant or vendor doing business
with the City of Iowa City you are required to abide by the provisions
of the local ordinance in conjunction with your performance under a
contract with the City.
CC-5
2-3-1
2-3-1
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CHAPTER 3
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DISCRIMINATORY PRACTices'
SECTION:
2-3-1:
2-3-2:
Employment; Exceptions
Public Accommodation;
Exceptions
Credit Transactions; Exceptions
Education
Aiding Or Abetting; Retaliation;
Intimidation
2-3-3:
2-3-4:
2-3-5:
2-3-1:
EMPLOYMENT; EXCEPTIONS:
A. It shall be unlawful for any employer
to refuse to hire, accept, register,
classify, upgrade or refer for employ-
ment, or to otherwise discriminate in
employment against any other person
or to discharge any employee be-
cause of age, color, creed, disability,
gender Identity, marital status, nation-
al origin, mce, religion, sex or sexual
orientation.
B. It shall be unlawful for any labor orga-
nization to refuse to admit to member-
ship, apprenticeship or training an
applicant, to expel any member, or to
otherwise discriminate against any
applicant for membership, apprentice-
ship or training or any member In the
privileges, rights or benefits of such
membership, apprenticeship or train-
ing because of age, color, creed,
disability, gender Identity, marital
status, national origin, race, religion,
sex or sexual orientation of such ap-
plicant or member.
CC-6
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It shall be unlawful for any employer,
employment agency, labor organiza-
tion or the employees or members
thereof. to directly or indirectly adver-
tise or in any other manner Indicate or
publicize that individuals are unwel-
come, objectionable or not solicited
for employment Qf membership be-
cause of age, color, creed, disability,
gender identity, marital status, nation-
al origin, race, religion, sex or sexual
orientation. (Ord. 95-3697, 11-7-1995)
D. Employment policies relating to preg-
nancy and ~hlldblrth shall be governed
by the following:
1. A written or unwritten employment
policy or practice which excludes from
employment applicants or employees
because of the employee's pregnancy
Is a prima facie violation of this Title.
2. Disabilities caused or contributed to
by the employee's pregnancy, miscar-
riage, childbirth and recovery there-
from are, for all job-related purposes,
temporary disabilities and shall be
treated as such under any health 0 r
temporary disability insurance or sick
leave plan available In connection with
employment or any written or unwrit-
ten employment policies and practices
involving terms and conditions of
employment as applied to other tem-
pomry disabilities.
E. It shall be unlawful for any person to
solicit or require as a condition of
employment of any employee or pro-
897
Iowa City
2-3-1
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2-3-1
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spective employee a test for the pres-
ence of the antibody to the hUltlll[1'
immunodeficiency virus. An ,ag~6~'- ',-
ment between an employer, ellRPldy-
ment agency. labor organization or
their employees, agents or members
and an employee or prospective em.
ployee concerning employment, pay
or benefits to an employee or pro-
spective employee in return for taking
a test for the presence of the antibody
to the human immunodeficiency virus,
is prohibited. The prohibitions of this
subsection do not apply if the State
epidemiologist determines and the
Director of Public Health declares
through the utilization of guidelines
established by the Center for Disease
Control of the United States Depart-
ment of Health and Human Services,
that a person with a condition related
to acquired Immune deficiency syn-
drome poses a significant risk of
transmission of the human immunode-
ficiency virus to other persons in a
specific occupation.
F.
The following are exempted from the
provisions of this Section:
1. Any bona fide religious institution or
its educational facility, association,
corporation or society with respect to
any qualifications for employment
based on religion when such qualifica-
tions are related to a bona fide reli-
gious purpose. A religious qualifica-
tion for instructional personnel or an
administrative officer, serving in a
supervisory capacity of a bona fide
religious educational facility or reli-
gious institution shali be presumed to
be a bona fide occupational qualifica-
tion. (Ord. 94-3647, 11-8-1994)
897
Iowa City
CC-?
F',; 2: 110
2. An employer or employment agency
, . which chooses to offer employment or
-, I\~c;lvertise for employment to only the
i '~abled or elderly. Any such employ-
ment or otter of employment shall not
discriminate among the disabled or
elderly on the basis of age, color,
creed, disability, gender identity, mari-
tal status, national origin, race, reli-
gion, sex or sexual orientation. (Ord.
95-3697,11-7-1995)
3. The employment of individuals for
work within the home of the employer
if the employer or members of the
family reside therein during such em-
ployment.
4. The employment of individuals to
render personal service to the person
of the employer or members of the
employer's family.
5. To employ on the basis of sex in
those certain instances where sex is a
bona fide occupational qualification
reasonably necessary to the normal
operation of a particular business or
enterprise. The bona fide occupational
qualification shali be interpreted nar-
rowly.
6. A State or Federal program de-
signed to benefit a specific age classi-
fication which serves a bona fide pub-
lic purpose.
7. To employ on the basis of disability
in those certain instances where pres-
ence of disability is a bona fide occu-
pational qualification reasonably nec-
essary to the normal operation of a
particular business or enterprise. The
bona fide occupational qualification
shall be interpreted narrowly. (Ord.
94-3647, 11-8-1994)
GENERAL CONDITIONS
Division 11, General Requirements and Covenants of the Iowa Department of Transportation
"Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended,
shall apply except as amended in the Supplementary Conditions.
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SUPPLEMENTARY CONDITIONS
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ARTICLES WITHIN THIS SECTION
S-1 Definitions
S-2 Limitations of Operations
S-3 Insurance
S-4 Supervision and Superintendence
S-5 Concerning Subcontractors, Suppliers and Others
S-6 Compliance with OSHA Regulations
S-7 Employment Practices
S-8 Contract Compliance Program (Anti-Discrimination Requirements)
S-9 Measurement and Payment
S-10 Taxes
S-11 Construction Stakes
S-12 Restriction on Non-Resident Bidding on Non-Federal-Aid Projects
Cllption Ilnd IntrodlJ~tolY StlltAmAnts
These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of
Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, as
amended and other provisions of the Contract Documents. All provisions which are not so
amended or supplemented remain in full force and effect.
S-1 DEFINITIONS.
ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD
SPECIFICATIONS.
"ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his
authorized representative.
"OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council
and duly authorized agents.
"CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY"
shall mean the CITY.
"IDOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation
"Standard Specifications for Highway and Bridge Construction," Series of 2001, as
amended.
S-2 LIMITATIONS OF OPERATIONS.
Add the following paragraph to 1108.03 of the lOOT STANDARD SPECIFICATIONS:
SC-1
Except for such work as may be required to properly maintain lights and barricades, no work
will be permitted on Sundays or legal holidays without specific permission of the ENGINEER.
S-3 INSURANCE.
A. f:FRTIFIf:ATF OF INSI JRANf:F' f:ANf:ELl ATION OR MOnIFIf:ATION
1 . Before commencing work, the Contractor shall submit to the City for approval a
Certificate of Insurance, meeting the requirements specified herein, to be in effect for
the full contract period. The name, address and phone number of the insurance
company and agent must accompany the certificate. The liability limits required
hereunder must apply to this Project only.
2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to
any change or cancellation of said policy or policies.
3. Cancellation or modification of said policy or policies shall be considered just cause for
the City of Iowa City to immediately cancel the contract and/or to halt work on the
contract, and to withhold payment for any work performed on the contract.
B. MINIMl 1M COVFRAGF
Any policy or policies of insurance purchased by the Contractor to satisfy his/her
responsibilities under this contract shall include contractual liability coverage, and shall be in
the following type and minimum amounts: ('5 .,
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Comprehensive General Liability F~Gh OGGllrrp.nGp. Aggrp.~;<!p. . ...0
Bodily Injury & Property Damage' $1,000,000 $2,000,000 _ '
Automobile Liability C:nmhinp.rl Si~~I.imi~
Bodily Injury & Property Damage $1 ,ooo,~ r
Excess Liability $1,000,000 $1,000,000
Worker's Compensation Insurance as required by Chapter 85, Code of Iowa.
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'Property Damage liability insurance must provide explosion, collapse and underground
coverage when determined by City to be applicable.
The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best.
In addition, the Contractor shall be required to comply with the following provisions with
respect to insurance coverage:
1. The entire amount of Contractor's liability insurance policy coverage limits, identified in
the policy and on the Certificate of Insurance, must, under the policy, be available to
pay damages for which the insured Contractor becomes liable, or for which the insured
assumes liability under the indemnity agreement herein contained, and such coverage
amount shall not be subject to reduction by virtue of investigation or defense costs
incurred by Contractor's insurer.
2. The entire amount of the Contractor's liability insurance policy coverage limits shall be
payable by the Contractor's insurer, with no deductible to be paid by, or self-insured
SC-2
retention to be attributed to, the Contractor unless this requirement is waived by the
City. Contractor's Certificate of Insurance must set forth the nature and amount of any
such deductible or self-insured retention.
3.
If Contractor's liability insurance coverage is subject to any special exclusions or
limitations not common to the type of coverage being provided, such exclusions or
limitations shall be noted on the Certificate of Insurance.
4.
The City prefers that Contractor provide it with "occurrence form" liability insurance
coverage. If Contractor can only provide "claims-made" insurance coverage, then the
Contractor must comply with the following requirements:
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If the Contractor changes insurance carriers, or if Contrackli""$. irl1,i::Jran~e}
coverage is canceled, during the contract period or within two yea($. after,' CitY'S-
acceptance of the work, Contractor agrees to immediately notify fheCity oPsuctf\"\
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b. If Contractor's insurance is canceled or is allowed to lapse durinQ?~aid p~d,
Contractor shall be required to obtain replacement insurance coveraye to fulf.jj/-its
obligation hereunder.
a.
c. If, during said period, Contractor voluntarily changes insurance carriers or is
required to obtain replacement coverage from another carrier, Contractor shall
either (1) purchase "tail" coverage from its first carrier effective for a minimum of
two years after City Council acceptance of the work, or (2) purchase "prior acts"
insurance coverage from its new carrier, covering prior acts during the period of
this Contract from and after its inception.
d, "Tail" or "prior acts" coverage so provided shall have the same coverage, with the
same limits, as the insurance specified in this Contract, and shall not be subject to
any further limitations or exclusions, or have a higher deductible or self-insured
retention than the insurance which it replaces.
5. The City reserves the right to waive any of the insurance requirements herein provided,
The City also reserves the right to reject Contractor's insurance if not in compliance
with the requirements herein provided, and on that basis to either award the contract to
the next low bidder, or declare a default and pursue any and all remedies available to
the City.
6. In the event that any of the policies of insurance or insurance coverage identified on
Contractor's Certificate of Insurance are canceled or modified, or in the event that
Contractor incurs liability losses, either due to activities under this Contract, or due to
other activities not under this Contract but covered by the same insurance, and such
losses reduce the aggregate limits of Contractor's liability insurance below the limits
required hereunder, then in that event the City may in its discretion either suspend
Contractor's operations or activities under this Contract, or terminate this Contract, and
withhold payment for work performed on the Contract.
7. In the event that any of the policies or insurance coverage identified on Contractor's
Certificate of Insurance are canceled or modified, the City may in its discretion either
suspend Contractor's operations or activities under this Contract, or terminate this
Contract, and withhold payment for work performed on the Contract.
SC-3
C. HOt n HARMI F~~
1. The Contractor shall indemnify, defend and hold harmless the City of Iowa City and its
officers, employees, and agents from any and all liability, loss, cost, damage, and
expense (including reasonable attorney's fees and court costs) resulting from, arising
out of, or incurred by reason of any clairns, actions, or suits based upon or alleging
bodily injury, including death, or property damage rising out of or resulting from the
Contractor's operations under this Contract, whether such operations be by himself or
herself or by any Subcontractor or by anyone directly or indirectly employed by either of
them.
2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of
Iowa City, Iowa.
S-4 SUPERVISION AND SUPERINTENDENCE.
Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS:
CONTRACTOR shall maintain a qualified and responsible person available 24 hours per
day, seven days per week to respond to emergencies which may occur after hours.
CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this
individual.
S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS.
Add the following paragraph to 1108.01 of the lOOT STANDARD SPECIFICATIONS:
Bidders shall list those persons, firms, companies or other parties to whom it
proposes/intends to enter into a subcontract regarding this project as required for approval
by the City and as noted on the Form of Proposal and the Agreement.
If no minority business enterprises (MBE) are
documentation of all efforts to recruit MBE's.
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utilized, the CONTRACTOft ':$all ,ftjrnish
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S-6 COMPLIANCE WITH OSHA REGULATIONS.
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Add the following paragraph to 1107.01 of the lOOT STANDARD SPECIFICATIOt'!$:", r:.>
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The Contractor and all subcontractors shall comply with the requirements of 29 CFR1910
(General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The
Contractor and all subcontractors are solely responsible for cornpliance with said regulations.
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S-7 EMPLOYMENT PRACTICES.
Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or
mental condition is such that his/her employment will endanger the health and safety of them-
selves or others ernployed on the project.
Contractor shall not commit any of the following employment practices and agrees to include the
following clauses in any subcontracts:
SC-4
To discriminate against any individual in terms, conditions, or privileges of employment
because of sex, race, color, religion, national origin, sexual orientation, gender identity,
marital status, age or disability unless such disability is related to job performance of such
person or employee.
To discharge from employment or refuse to hire any individual because of sex, race, color,
religion, national origin, sexual orientation, gender identity, marital status, age, or disability
unless such disability is related to job performance of such person or employee.
5-8 CONTRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS).
For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's
Contract Compliance Program, which is included with these Specifications beginning on page CC-
1.
5-9 MEASUREMENT AND PAYMENT.
Section 01025, Measurement and Payment, contained in Division 1 of these specifications defines
all pay items and methods of measurement. The provisions of this section will supersede
applicable sections in the lOOT STANDARD SPECIFICATIONS.
5-10 TAXES.
Contractor shall pay all sales, consumer, use and other similar taxes required to be paid in
accordance with local law as outlined in 1109.07 of the lOOT Standard Specifications. Prior to
project acceptance by the City Council, the Contractor shall submit to the Engineer a statement of
taxes paid, including all information required by the State of Iowa for reimbursement of taxes. The
City will reimburse Contractor for taxes approved and reimbursed by the State of Iowa.
Reimbursement to the Contractor will occur within 30 days of the City receiving reimbUj'$ment
from the State. Tax statements submitted after the project has been accepted bYJlne City~uncil
will not be accepted or reimbursed. :s;: 0 ':c; -c;
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5-11 CONSTRUCTION STAKES.
Replace the last paragraph of 1105.06 of the lOOT Standard Specifications with th~owing:
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The Contractor shall be responsible for the preservation of stakes and m$ks. Ant:.
necessary re-staking will be at the Contractor's expense and will be charged at a rate of
$75 per hour.
S-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS.
The Contractor awarded the project together with all Subcontractors shall be required to complete
the form included with these specifications (and entitled the same as this section) and submit it to
the Engineer before work can begin on the project.
Nnt~ th~t thp-1=:;p- rp,qllirp!mp!nt~ invnlvp! nnly highw::IIY prnjp!~t~ nnt fllnnprt with Fp!(h~r:1I
mnnip!~.
SC-5
RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS
PROJECT NAME:
TYPE OF WORK:
DATE OF LETTING:
A resident bidder shall be allowed a preference as against a non-resident bidder from a state or
foreign country which gives or requires a preference to bidders from that state or foreign country.
That preference is equal to the preference given or required by the state or foreign country in
which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to
transact business in this state and having a place of business within the state, and has conducted
business for at least six months prior to the first advertisement for the public improvement. In the
case of a corporation, the above requirements apply as well as the requirement that the
corporation have at least fifty percent of its common stock owned by residents of this state.
This qualification as resident bidder shall be maintained by the bidder and his/her contractors and
subcontractors at the work site until the project is completed.
I hereby certify that the undersigned is a resident bidder as defined above and will remain such
from the start of the project until its completion.
COMPANY NAME:
CORPORATE OFFICER:
TITLE:
DATE:
1/03
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SECTION 01010
SUMMARY OF THE WORK
PART 1 - GENERAL
This project includes the repair, filling and new face on the existing rock filled gravity low-head
dam The dam is 300 feet long and 26 feet wide with a concrete shell over rock filling. Voids in
the dam will be filled with tlowable mortar and concrete. A new face will be installed on the down
stream face.
Across the 300 foot dam and continuing 470 feet across the adjacent spillway. The prefabricated
steel truss will be founded on concrete piers built on the dam and pile bent piers over the spillway.
A. Base Bid Work:
I. Fill existing gravity dam with tlowable mortar and high-slump concrete..
2. Construct a prefabricated steel truss Bridge approximately 770 feet long.
3. Remove existing 300 foot access bridge across dam
Construct Asphalt Cement Concrete driveways, parking lots, curbs, trail and other
miscellaneous items.
5.
Rebuild existing boat ramp.
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01010-1
SECTION 01025
MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.01 SUMMARY:
A. Procedures and submittal requirements for schedule of values, applications for payment,
and unit prices.
1.02 STANDARD OF MEASUREMENTS:
A. Work completed under the contract shall be measured by the Engineer. Payment will be
based on the actual quantity of work performed according to the various classes of work
specified unless noted in Part 3 of this Section. The Contractor will be given an opportunity
to be present during measurement.
1.03 SCOPE OF PAYMENT:
A. The Contractor shall accept the compensation as herein provided as full payment for
fumishing materials, labor, tools and equipment and for performing work under the
contract; also, for costs arising from the action of the elements, or from any unforeseen
difficulties which may be encountered during the execution of the work and up to the time
of acceptance.
B. Construction items may be bid as a lump sum or as itemized work, which will be paid on a
unit cost basis. In either case, some work may be required for which a separate pay item is
not provided. Completion of this work is required. If a separate pay item is not provided for
this work, it is to be considered incidental to the project and no separate paYll!C.l1t will be
made. 9 ,",,'
PART 2 - PRODUCTS
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3.01 PROCEDURE:
A. Payment under this contract shall occur no more than once per month for work completed
by the Contractor. Payment is based on an estimate of the total amount and value of work
completed minus 5% retainage. It is not the City's policy to pay for materials and
equipment stored or furnishings fabricated off site.
The 5% retainage will be released 31 days after the project is accepted by the City Council,
provided no claims against the project have been filed within 30 days of project acceptance.
Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of
claims.
01025-1
3.02 BID ITEMS:
A. GENERAL
The following subsections describe the measurement of and payment for the work to be
done under the items listed in the FORM OF PROPOSAL.
Each unit or lump sum price stated shall constitute full payment as herein specified for each
item of work completed in accordance with the drawings and specifications, including
clean up.
It is the Contractor's responsibility to identify the locations of public and private utilities.
No additional compensation will be made for any interference or delay caused by the
placement and/or relocation of said utilities. No additional compensation will be made for
repair costs to fix damage caused the Contractor or hislher Subcontractors.
Work associated with existing items on private and/or public property that are to be
protected, removed, relocated, replaced, reinstalled or modified is considered incidental
unless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or
unsuitable for relocation or reinstallation will be replaced with like item and painted, if
necessary, at the Contractor's expense.
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All trees and shrubs shall remain and be protected from damage unless ~c)f\callfI)oted as
"REMOVE" or "CLEAR AND GRUB" on the project plans and as otn~",ise d~ted-bY1
the Engineer. The prices for those items which may have any impact on.""P~ting 'tr~es untr-
shrubs shall include compensation for special precautionary measures reqLi!I'ed td'Prevenn
injury or damage to said tree, shrub or root system. . -c.'
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The prices for those items which involve grading or excavation shall inch~' comp~ation
for top soil removal and replacement (unless it is listed as an item irr'ihe FORM OF
PROPOSAL), disposal of surplus excavated material, handling water, installation of all
necessary sheeting, bracing and temporary fencing around all open excavations and supply,
placement and compaction of specified backfill.
The prices for those items which involve surface removal adjacent to buildings or vaults
shall include compensation to protect exposed surfaces from water which may leak or seep
into vaults and/or basements.
All labor, materials and equipment required to bring surfaces to the proper elevation and
density including loading, hauling, and disposal of unsuitable material, below grade
excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill
material, and all such work as may be required to make the grading work complete with a
uniform surface free of rock, broken concrete, tree roots, limbs and other debris is
incidental to this project unless it is listed as an item in the FORM OF PROPOSAL.
The Contractor must pay for all parking permit fees. meter hoods. lot and ramp fees. and
parking tickets. The Contractor must figure these costs into their bid prices. The City will
not waive parking fees or fines. Permits paid for by the Contractor will be issued only for
construction vehicles, not personal vehicles.
The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent
driveways, streets, sidewalks and private property, when mud and debris is deposited there
as a result of any construction activity. The cost of clean up shall be incidental.
01025-2
B. BID ITEM DESCRIPTIONS
I MOBILIZATION
Payment for this item shall be in accordance with section 2533 of the IDOT
specifications. This item covers mobilization for both the dam and boat
ramp locations. No additional compensation shall be made for extra
mobilization work due to season changes or high river flows.
2 DAM ACCESS
For accessing the dam for the project the contractor shall be paid the lump
sum contract amount for "Dam Access". This item includes use of barges,
temporary access road and other means for accessing the dam. Any
temporary means of access shall be removed and such removal shall be
considered incidental to this item. This item also includes all necessary
means to dewater portions of the face of the dam for construction work.
Also included in this item are access holes cut into face of dam for the
purpose of filling the dam. At least one 3'x3' hole shall be made in the dam
for inspection purposes.
Maintenance of the dam access will be the responsibility.qf the c\iiritractor
and no additional compensation shall be made for repair S2r~lac@ent of
access due to high flow. .. ':.... ~.: -.C"t
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CLEARING AND GRUBBING
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Area clearing and grubbing shall consist of the removal of~ trees,Jbrush,
logs, stumps, debris, scrub and hedges within the rights-of-way and
construction easements and in accordance with Standard Specification
2101. Estimated area of clearing and grubbing is 0.50 acres. Contract
price for this item shall be complete payment and no additional
compensation shall be allowed. Minor tree trimming may be necessary for
construction and will be considered incidental to this item.
4. REMOVAL OF EXISTING BRIDGE
This item included removal of the existing bridge and piers. The existing
bridge is described as a 6 span steel truss with wood plank deck on
concrete piers. Contract price for this item shall be complete payment and
no additional compensation shall be allowed.
5. REMOVALS OF DAM, AS PER PLAN
This item included removal of parts of the existing dam as shown on sheet
9. Contract price for this item shall be complete payment and no
additional compensation shall be allowed. Any damage to the existing
01025-3
dam that is to remain shall be repaired as directed by the engineer at the
contractor's cost.
6. REMOVALS OF BOAT RAMP, AS PER PLAN
This item included removal of parts of the existing boat ramp as shown on
sheets 34 and 35. Contract price for this item shall be complete payment
and no additional compensation shall be allowed.
7.
BORROW EXCAVATION, CLASS 10
This work includes all necessary excavation and construction of
embankment. on the east end of the bridge as shown on the plans.
Excavation work shall be in accordance with section 2102 of the Standard
IDOT Specifications and embankment work shall be in accorqa1}ce with
section 2107. .
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EXCA V A TION, CLASS 20
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Limits of class 20 excavation quantIties shall be in accordanc~ wiTh)
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section 2402.12 of the Standard IDOT Specifications. AT~ necesl'3ry de.
watering shall be included in this item. ~;' ,;;.
9.
EXCAVATION, CLASS 21
Class 21 excavation shall be in
Standard IDOT Specifications.
included in this item.
accordance with section 2402 of the
All necessary de-watering shall be
10. EXCA V A TION, CLASS 22
Class 22 excavation shall be In accordance with section 2402 of the
Standard IDOT Specifications.
11. FLOW ABLE MORTAR
The existing rockfilled portion of the dam, which is 60% void, shall be
filled with flowable mortar. This work shall be in accordance with section
2506 of the Standard IDOT Specifications.
The contractor shall be paid the contract unit price for the plan quantity
unless he/she can show greater than 1.0% deviation using a calibrated flow
measuring device.
12. CONCRETE DAM FILL
010254
The area above the existing rockfilled portion of the dam shall be filled
with high slump Class C concrete. High slump shall be obtained by
plastizer or other method approved by engineer but not by adding water to
the mix.
13. CONCRETE, STRUCTURAL
IDOT Class C concrete shall be used throughout for the structures.
The cost of furnishing all materials, equipment, and labor required to
accomplish the following work shall be considered incidental to this item:
Waterstop for all cold joints as shown on the plans.
Sheeting for forming the downstream face of new dam face.
The contractor shall supply certified plant inspection for structural.
concrete on this project in accordance with section 2521 of the. Standard
Specifications. 0 .
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STEEL, REINFORCING
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This item shall be shall be in accordance with section 240iJbbhe ST~ndardJ
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15. STEEL, REINFORCING, EPOXY COATED
All reinforcing steel in the pier slabs and west abutment slab, ramp and
steps is to be epoxy coated. This work shall be in accordance with section
2404 of the Standard IDOT Specifications
16 PILING, STEEL STEET
This item shall be shall be in accordance with section 2501 of the Standard
IDOT Specifications. Excavation of broken rock near the surface
necessary to driving sheeting shall be considered incidental to this item.
17 PILING, FURNISH STEEL HPlOx42
18 PILING, DRIVE STEEL HP lOx42
This item shall be shall be in accordance with section 2501 of the Standard
IDOT Specifications
19. PILING, CONCRETE ENCASEMENT
This item shall be shall be in accordance with section 2501 of the Standard
IDOT Specifications. Details of the encasement is shown on sheet 23.
Reinforcement required as detailed shall be paid for in item 12.
20. PEFABRICATED STEEL TRUSSES, 145'
21. PEFABRICATED STEEL TRUSSES, 78'
01025.5
See section 01800 of the specifications. Special handrail as detailed on the
plans for the two long trusses shall be considered incidental to this item.
22. UGHTING AS PER PLAN
This item shall be shall be in accordance with the plans and section 2523
of the Standard mOT Specifications. All necessary connections, conduit,
conductor and fixtures shall be considered incidental to this item.
Estimated quantities for lighting installation are shown on sheet 31. These
quantities are for estimating purposes only and no adjustment in payment
will be made if the actual quantity varies.
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RALING, ON LOOK=OUTS
RALING, RAMP 4'-6
RAILING, HANDRAIL
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This item shall be shall be in accordance with the plans ~ctiRB 2414"
of the Standard mOT Specifications. Details and materi1ill: specif(Cations
are shown on sheets 27 through 29. Y N
26
INTAKE, TYPERA-43
The unit price for this item will be paid based on the number of each type of
intake constructed and includes excavation, forming, reinforcing steel,
dowels, supply, placement, compaction and finishing of concrete, supply,
placement and compaction of specified backfill, providing stubs for drainage
tiles and the frame and casting. Construction of larger than standard intakes
to fit over large storm sewers and intake throats shall be considered
incidental. Stoppers for stub connections are incidental.
27 SEWER, 2000D STORM, 30 IN. DIA.
Storm sewer shall be constructed in accordance with section 2417 of the
Standard mOT Specifications. Cost of tie-ins at culvert shall be
considered incidental to pipe. Cost of tied joints as required on the plans
shall be considered incidental to this item.
The minimum pipe strength shall be class III as defined by ASTM C 76.
Cost of granular backfill shall be considered incidental to this item. Cost
of shoring required to meet OSHA excavation requirements shall be
considered incidental to this item.
Cost of cutting hole in steel sheeting wall and grouting around pipe shall
be considered incidental to this item.
28. SEWER, CMP, 12" DIA.
01025-6
This item shall be shall be in accordance with section 2417 of the Standard
IDOT Specifications. For the linear feet of CMP installed the contractor
shall be paid the contract unit price.
29. SAFETY CLOSURE
This item shall be shall be in accordance with section 2518 of the Standard
IDOT Specifications. The type of closure shall be a hazard closure.
30. CONDUIT, RIGID STEEL, 4" DIA.
This item included installing 4" diameter schedule SO conduits aqoss the
bridge. This work shall be shall be in accordance with 1i5tion 2523.10 of
the Standard IDOT Specifications. The contract unit P9:cHhatt}nclude
cost of attaching conduit to steel trusses at each floor beam:;ls s'.l~9wn-'<fI1
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TRAFFlC CONTROL
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Traffic Control shall be in accordance with the plans andJ:~ection~2S of
the Standard Specifications. The traffic control on this project is closely
related to staging of the construction.
The contractor will be paid the lump sum contract price for "Traffic
Control". This payment will be full compensation for furnishing all
materials, labor and equipment for erecting, maintaining, moving and
removing all traffic control devices required by the plans and
specifications, including signs, barricades, orange safety fence (with top
rail) and warning lights. Payment will be based on percentage of
completion of the project.
32. PAVEMENT REMOVAL.
Removal quantities shall include Portland Cement Concrete, full depth
Asphalt Cement Concrete, and/or brick roadways, driveways, parking lots,
curbs and gutters, and sidewalks. Removal of compacted granular and chip
seal surfaces, including asphalt patches, shall be considered as Class 10
Roadway & Borrow Excavation and will not be measured and paid under
this item. Saw cuts and hauling and disposal of waste materials shall be
incidental. All proposed saw cuts must be approved by the Engineer.
33. SUBBASE GRANULAR
Construct granular subbase in accordance with section 2111 Standard
Specification and Supplemental Specifications. Material shall comply
with section 4121 Std. Spec. And meeting the requirements of section
4109 for gradation #30.
01025-7
Areas under granular subbase shall be scarified, shaped and compacted for
a depth of 6 inches before placing granular subbase. Cost of scarifying
and compacting shall be considered incidental to this item.
34. ASPHALT CEl\t1ENT CONCRETE P A VEl\t1ENT.
The unit prices for this item will be paid based on the number of tons of
Asphalt Cement Concrete pavements, driveways, bases and overlays
constructed at the specified widths, thicknesses. Included with this item is
subgrade compaction and preparation, subgrade treatments, supply,
placement and compaction of aggregate base, supply, placement and
compaction of asphalt, and backfilling at curb lines.
35 PA VEl\t1ENT P.C. CONCRETE, CLASS C, 6 IN., REINFORCED
Construct pcc pavement in accordance with section 2301 of the standard
spec. and standard road plans. Class 3 coarse aggregate durability shall be
required with Mix C. The bid price for pcc paving shall include furnishing
and installing all reinforcing steel and other material necessary for the
construction of the pavement and all required joints as indicated herein.
36
RIP RAP, CLASS B, DAM
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Rip rap, meeting the requirements of Section 2501"0/ th~~ID01J
Specifications, shall be placed at the toe of the new dam eaceJis sh~wn OIr
the plans. Class B Revetment shall be used. The Contractor will be paid'l
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RIP RAP, CLASS E, BOAT RAMP
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Rip rap, meeting the requirements of Section 2507 of the IDOT
Specifications, shall be placed at the toe of the new dam face as shown on
the plans. Class E Revetment shall be used. The Contractor will be paid
the contract unit price for tons of rip rap installed.
38. FENCE REMOVAL AND REPLACEMENT - 6' CHAIN LINK.
This work shall be in accordance with IDOT standard plan RC-ll and
section 2519 of the Standard IDOT Specifications.
The unit price for this item will be paid based on the number of stations of
specified fence removed and replaced and includes measurements required
to reestablish fence in proper location, removal, storage, repairs, painting or
replacement of rotted or damaged portions, and replacement of fence. The
amount of fence to be removed shall be approved by the Engineer prior to
the work.
01025-8
39. SEED, FERTILIZE, AND MULCH.
The unit price for this item will be paid based on the number of acres
seeded, fertilized, and mulched and includes preparation of seed bed, supply
and application of seed, fertilizer, mulch, and water, and all upkeep as
specified, including a one-year guarantee. No distinction in unit price shall
be made for various seed mixtures specified.
This work shall be in accordance with section 2601 of the Standard IDOT
Specifications.
40. TREATED TIMBER POST, 6" DlA.
This item shall be shall be in accordance with section 4164 of the Standard
IDOT Specifications. For each treated timber post installed the contractor
shall be paid the contract unit price.
41. TEMPORARY PARKING LOT FENCE.
A 6' high chain link fence is to be installed as shown in the plans along
temporary construction easement. This fence is to be removed and the
parking lot restored to original condition.
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01025-9
SECTION 01300
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SUBMITTALS
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1.01
SUBMITTAL PROCEDURES
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A. Submittal form to identify Project, Contractor, Subcontractor or supplier and pertinent
Contract Document references.
B. Apply Contractor's stamp, signed or initialed and dated, certifying that review, verification
of Products required, field dimensions, adjacent construction Work, and coordination of
information is in accordance with the requirements of the Work and Contract Documents.
C. Identify variations from Contract Documents and Product or system limitations which may
be detrimental to successful performance of the completed Work. Notify the Engineer, in
writing, at the time of submission, of variations.
D. Provide space for the Engineer's review stamp on each item.
E. Revise and resubmit submittals as required. Identify all changes made since previous
submittal.
F. Do not begin fabrication or work which requires a submittal until the return of such
submittals by the Engineer with the Engineer's stamp marked either "reviewed" or
"Reviewed as Noted".
1.02 ENGINEERS REVIEW
A. The Engineer's review and stamp of submittals shall not relieve the Contractor from
responsibility for any deviation from the Contract Documents unless the Contractor has, in
writing, called the Engineer's attention to such deviation at the time of submission, and the
Engineer has given written concurrence to Contract Documents to specific deviation, nor
shall any concurrence by the Engineer relieve the Contractor from the responsibility for
errors or omissions in submittals.
1.03 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial progress schedule in duplicate within 15 days after date established In
Notice to Proceed for Engineer review.
B. Submit revised schedules with each Application for Payment, identifying changes since
previous version. Indicate estimated percentage of completion for each item of Work at
each submission.
01300-1
C. Submit horizontal bar chart for showing each stage of construction shown on the plans vs.
Working Days.
D. Submit a horizontal bar chart with separate line for each major section of Work or
operation, identifying the prime or sub-contractor responsible for that portion of work.
1.04 PROPOSED MATERIALS LIST
A. Within 15 days after date of Notice to Proceed, submit list of major Materials proposed for
use, with name of supplier.
1.05 SHOP DRA WINGS
A. Shop Drawings For Review:
1. Submitted to Engineer for review for the limited purpose of checking for
conformance with information given and the design concept expressed in the
Contract Documents.
2. After review, produce copies and distribute in accordance with the submittal
procedures article above and for record documents purposes described for contract
closeout.
B. Shop Drawings For Information:
1. Submitted for the Engineer's benefit as contract administrator or for the Q",ner.
2. Reports of inappropriate or unacceptable work may be subjecr30 acti<J!i';by the
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Shop Drawings For Project Close-out: Q 0'
1. Submitted for the Owner's benefit during and after project completibn.
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D. Submit the number of opaque reproductions which Contractor requires, Bluffour~:l>pies
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1.06 PRODUCT DATA
A. Submit the number of copies which the Contractor requires, plus four copies which will be
retained by the Engineer.
B. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information unique to this project.
1.07 SAMPLES
A. Submit samples to illustrate functional and aesthetic characteristics of the Product.
1.08 MANUFACTURER INSTALLATION INSTRUCTIONS
A. When specified in individual specification sections, submit manufacturer printed
instructions for delivery, storage, assembly, installation, and finishing, in quantities
specified for Product Data.
01300-2
1.09 MANUFACTURER CERTIFICATES
A. When specified in individual specification sections. submit certifications by manufacturer
to Engineer. in quantities specified for Product Data.
B. Indicate material or Product conforms to or exceeds specified requirements. Submit
supporting reference data. affidavits. and certifications as appropriate.
1.10 PROFESSIONAL ENGINEER CERTIFICATES
A. When specified in individual specification sections. submit calculations and certifications
by separate registered professional engineer to Engineer. in quantities specified for
Product Data.
I.II PLANS FOR SPECIAL OPERATIONS
A. When specified in individual specification sections. submit plans for special operations to
Engineer. in quantities specified for Product Data. Special operation plans include:
1. Traffic control plan.
2. Erosion control plan.
3. Shop Drawings of all fabrications.
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01300-3
SECTION 01310
PROGRESS AND SCHEDULES
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1.01 SUMMARY:
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Prepare, submit and update as necessary a schedule of the work.
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Time is of the essence. Minimizing inconvenience, disruption and duration of
disruption to residences and businesses is a high priority. Scheduling of work shall be
planned with this in mind.
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1.02 SUBMITTALS:
A. The Contractor shall submit prior to the Pre-Construction meeting a detailed schedule of
the proposed work with the controlling operation identified. The schedule shall include
proposed dates and durations of street closings. Work may not begin until the schedule is
approved by the Engineer.
B. The Contractor shall submit updated construction schedules at two week intervals
throughout the project.
PART 2 - PRODUCTS
None.
PART 3 - EXECUTION
3.01 MEETINGS PRIOR TO CONSTRUCTION:
A. A Pre-Bid meeting will be held on February 04, 2003 at 10:00 am on the west side of the
dam.
B. A Pre-Construction meeting will be held prior to beginning work.
3.02 PROGRESS OF WORK:
A. Work will be limited to 180 working days. Saturdays will not be counted as working days.
The specified start date is March 17, 2003. Liquidated damages of $700.00 per day will be
charged on work beyond 180 working days. Working days will not be charged November
15- March 15. Working days will resume March 16,2004.
B. No work shall be done between the hours of 10:00 p.m. and 7:00 a.m. without the approval
of the Engineer, with the exception of saw cutting freshly poured concrete.
01310-1
C. Due to Bald Eagle feeding in the open water below the dam, no works shall be done
between sunrise and 10:00 am if the river is substantially frozen over.
D Work will proceed in a well organized and continuous manner to minimize the disruption
to the general public (both pedestrian and vehicular) and the local businesses and residents.
Access to businesses and residences shall be maintained at all times,
E. Working Days may be suspended for excessive River flow as specified below:
a) If the controlling operation is in the area directly on or below the dam, working days
shall be suspended when discharge from the Coralville Dam exceeds 1,500 cfs.
b) If the controlling operation is in the spillway area, working days shall be suspended if
flow in the river overtops the spillway.
c) In the event work is stopped due to excessive River flow the Contractor will not be
paid for remobilization nor replacement or repair of parts of the structure damaged by
excessive River flow. However, working days will be suspended until the contractor
can repair such damage and begins work on the remainder of the project.
F. Restoration activities such as pavement replacement will follow closely behind the work
even if multiple mobilizations are necessary.
G. Contractor will become an active partner with the City in communicating with and
providing information to concerned residents and businesses.
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H. Work will be staged to minimize the length of time parking spaces and ~rking r~~nue are
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does not work. Working days will be charged for Sundays and recogniZlxllegaIJwliday~_~
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3.03 COORDINATION WITH UTILITIES AND RAILROADS:
A. It is anticipated that many utility conflicts will occur which cannot be taken care of ahead
of time. The Contractor shall work closely with the utility companies to aid in these
relocations to keep the project on schedule.
B. The Railroads will provide all labor, materials and equipment for railroad facility removal,
excavation, disposal, sub-drainage, ballast, sub-ballast and trackage renewal.
C. The Railroads have certain time limitations on when the above mentioned work must take
place. It shall be the Contractor's responsibility to coordinate and be available to meet the
Railroads' schedule. Any costs associated with train rerouting due to circumstances caused
by the Contractor shall be at the expense of the Contractor.
3.04 STREET CLOSINGS:
A. Notify the Engineer four days in advance of street closings so that a press release can be
issued. No street may be closed without the Engineer's approval and said notification.
03/02
01310-2
SECTION 01570
TRAFFIC CONTROL AND CONSTRUCTION FACILITIES
PART 1 . GENERAL
1.01 SUMMARY:
A. Furnish, install and maintain traffic control and construction facilities required for the
work. Remove when work is completed.
1.02 REFERENCES:
A. IDOT Standard Specifications.
B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform
Traffic Control Devices for Streets and Highways," 1988 Edition, as revised.
C. Traffic Control Notes on project plans.
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1.03 SUBMITTALS:
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A. Submit a traffic control plan for all
addressed by the project plans.
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activities requiring traffic contfgrnot spicifica1lY
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A. Traffic control devices may be new or used, but must meet the requirements of the IDOT
Standard Specifications.
B. All construction fence shall be new and securely fastened to approved posts and installed as
directed by the Engineer.
2.02 EQUlPMENT:
A. Portable generators may not be used to power traffic control devices within 300 feet of
residential dwellings, including apartments, between the hours of 10:00 p.m. and 7:00 a.m.
PART 3. EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the IDOT Standard Specifications:
01570.1
Division 11. General Requirements and Covenants.
Section 1107.09. Barricades and Warning Signs.
Division 25. Miscellaneous Construction.
Section 2528. Traffic Control.
3.02 NO PARKING SIGNS:
A. The City will furnish "NO PARKING" signs to facilitate removal of parked vehicles ahead
of scheduled work. The Contractor is responsible for installation and maintenance of the
signs 48 hours in advance of when the vehicles must be removed.
3.03 MAINTENANCE OF FACILITIES:
A. The Contractor shall monitor the condition of traffic control and construction facilities at
all times, including non-work hours. Repair, replace and maintain as necessary.
B. Pedestrian access to homes and businesses shall be maintained at all times. Temporary
gravel surfaces shall be provided as directed by the Engineer.
3.04 EXCAVATIONS:
A. All excavations shall be fenced.
3.05 ADDITIONAL FACILITIES:
A. All signs, barricades and fences within and beyond the project area deemed appropriate by
the Engineer shall be the responsibility of the Contractor.
11/00
sharead~ngineer\specs-ii\O[570.doc
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01570-2
SECTION 01800
PRE-ENGINEERED STEEL TRUSS
THE SPECIAL PROVISIONS SUPPLEMENT ARE COMPLEMENTARY TO THE STATE OF IOWA
STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES OF
2001, AND CURRENT SUPPLEMENTAL SPECIFICATIONS WHICH GOVERN THE WORK
UNDER THIS CONTRACT. THESE SPECIAL PROVISIONS SHALL PREVAIL OVER THE
STANDARD SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND THE ,P-LANS
WHENEVER IN CONFLICT THEREWITH. ?l ;':3
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PART 1- GENERAL
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1.01 DESCRIPTION:
A.
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These specifications are for a fully engineered clear span bridge of weld~teel ;::;
construction and shall be regarded as minimum standards for design and
construction.
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B.
Bridge to be as manufactured by Continental Bridge, 8301 State Hwy. 29 N.
Alexandria, MN 56308, Ph. (800) 328-2047; Steadfast Bridge Company, P.O.
Box 8063, Fort Payne, AL 35967, Ph. (800) 749-7515; or approved equal.
c.
A minimum of five (5) years experience is design and fabrication of pedestrian
bridges is required for an approved equal.
1.02 DESIGN WADS
A. Bridge shall be designed for an evenly distributed live load of 100 pounds per
square foot or a 10,000 pound vehicle load plus impact. The load shall be
distributed as a four-wheel vehicle with 80% of load on the rear wheels. The
wheels shall be transversely spaced at 6 feet centered on the bridge. Bridge shall
be designed for a future deck surface comprised of 6" of concrete. Forming
system not to be included.
B. Bridge shall be designed for a minimum horizontal load of 25 pounds per square
foot. Bridge shall also be designed for 25 psf wind load on the full height of the
bridge, as if enclosed. Also, 20 psf upward force applied at the windward
quarter point of the transverse bridge width (A.A.S.H.T.O. 3.15.3).
C. Bridge camber at center of bridge span shall be 2-1/2 % of the total bridge span.
Bridge shall be cambered to offset full dead load deflections.
01800-1
D. Bridge shall be designed to accommodate a temperature differential of 100
degrees F. Slip pad of UHMW polyethylene shall be placed between the smooth
surface of this setting plate and the smooth bearing plate of the bridge. At least
I foot clearance shall be provided between the bridge and concrete abutments.
E. Welded Tubular Connection design shall be in accordance with the Structural
Welding Code (ANSI/A WSD 1.l-Latest Edition).
F. Shop Drawings: Manufacturer's standard schematic drawings and diagram's:
I. Shop drawings shall be unique drawings, prepared to illustrate the
specific portion of the work to b done.
2. All relative design in formation such a member sizes, ridge reactions,
and general not shall be clearly specified on the drawings.
3. Shop drawings shall be accurately prepared to be complete in every
respect. Drawings shall have cross referenced details and sheet
numbers. All Drawings shall be signed and sealed by a Professional
Engineer registered in the State of Iowa.
4. Shop drawings and other related submittals are to be sent to:
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316 E. College St.
Iowa City, Iowa 52240
(319) 351-2166
(319) 351-0256 (FAX)
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1.03
SPAN AND WIDTH
A. End to end length (straight line dimension) shall be 143' -6 and 78' -4 as shown in
the plans.
B. Bridge inside deck width shall be a minimum of 10 feet, clear.
C. Shop drawing confirming bridge length and width shall be furnished to the
Engineer for approval prior to commencing fabrication.
PART 2 - PRODUCTS
2.01. MATERIALS
A. All structural members shall have a minimum thickness of material of at least
3/16".
2.02 UNPAINTED BRIDGE
A. Bridge shall be unpainted and fabricated from high strength weathering steel
ASTM A 242 or ASTM A 588 steel for plates and structural shapes and ASTM
847 for tubular sections. Minimum yield (F) shall be greater than 50,000 psi.
01800-2
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A. Field splices shall be bolted with High Strength ASTM A 325. Type 3 bolts are;
required for Weathering Steel bridges. Q, ;
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WELDING MATERIALS
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A. Welding materials shall be in strict accordance with the American::\V~ldin!l-,J
Society (A WS), Welders shall be certified in accordance with A WS Dirt, ;.~
2.05
WOOD DECKING
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A. Wood decking for pedestrian traffic shall be 3" nominal thickness. Wood shall
be Select Structural Fir, or No, 1 Grade, Dense Southem yellow Pine. Wood
decking shall be treated to APW A standard and to a minimum of 0.40 pounds of
preservative per cubic foot of wood. The wood deck shall be designed for 100
psf loading condition. Floor planks shall be attached with at least two plated
fasteners where planks cross supporting members.
2.06 RAIliNGS AND ACCESSORIES
A. All railings shall be located on the inside surface of the trusses. The railings on
the 78' -0 bridge may be fabricated from wood or steel. Wood rails shall be a
minimum of nominal 2x6. Railings on the 143'-6 bridge is to be fabricated as
shown on sheet 29 in the plans.
B. The railings shall have a smooth inside surface with no protrusions or
depressions.
C. In accordance with AASHTO, the top railings shall be a minimum of 54" above
the floor for bicycle applications. Additional rub rails or safety rails at a uniform
spacing will be provided with no open spacing between the top of one rail and
the bottom of the next exceeding 12'.
D. Railings shall have a maximum opening of 4". All ends of angles and tubes shall
be welded and ground smooth, All edges of wood rails shall be rounded,
2.07 TOE PLATES
A Toe plates are required, Use either 5" steel channel of 6"xI/2" plate located 2"
above the floor deck.
2.08 ANCHOR BOLTS
A Anchor bolts shall be provided by the manufacturer.
PART 3 - EXECUTION
3.01. FABRICATION
A. Workmanship. fabrication and shop connections shall be in accordance with
AASHSTO.
01800-3
3.02 WELDING
A. Welding operators shall be properly accredited experienced operators, each of
whom shall submit satisfactory evidence of experience and skill in welding
structural steel with the kind of welding to be used in the work, and who have
demonstrated the ability to make uniform good welds meeting the size and type
of weld required.
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All welding shall utilize E70 or E80 series electrodes.
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3.03 QUALITY CONTROL
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A.
As part of the shop drawing submittals, the fabricator shall include the pT6pOsed -,
quality control program, to include but not limited to: ..
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Names/certifications of welders proposed to be used on the projecf~
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2. Materials acceptance procedures, certifications, foundry tests, etc.
3. Acceptance tests for welds, to include the number or frequency, type of
tests, locations, etc.
B. During or upon completion of the fabrication, and prior to shipping, the
fabricator will supply to the Engineer the names of the welders/fabricators
actually used on the project, copies of the materials certifications (Article
1329.03, Paragraph C(1)(a) of these Special Provisions) and the results of the
quality control tests performed (Article 1329.03, Paragraph C(I)@ of these
Special Provisions).
3.04 DELIVERY AND ERECTION
A. Bridges to be delivered by truck to a location nearest to the site accessible by
roads.
B. The manufacturer shall notify the Contractor in advance of the expected arrival
time. Information regarding delays after the trucks depart the plant such as
inclement weather, delays in permits, rerouting by public agencies or other
circumstances shall be passed on to the Contractor as soon as possible.
C. The manufacturer shall advise the Contractor of the actual lifting weights,
attachment points and all other pertinent information needed to install the bridge.
Unloading, splicing, bolting and proper lifting equipment is the responsibility of
the Contractor.
D. Shop drawings shall be provided to the Engineer as soon as they are available to
facilitate installation of the substructure. Information as to bridge support
reactions, anchor bolt location and placement shall be furnished by
manufacturer. The Contractor shall notify the Engineer of the expected delivery
date as soon as notified by the manufacture.
01800-4
SECTION 02050
DEMOLITIONS, REMOVALS AND ABANDONMENTS
PART 1 . GENERAL
1.01 SUMMARY:
A.
Furnish labor, materials, tools and equipment to remove existing paved surfaces as
indicated and specified.
B.
Furnish labor, materials, tools and equipment to remove existing stoml sewer', pipes,
sanitary sewer pipes, intakes, and drainage structures as indicated and sp~~. ~,',
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1.02 REFERENCES:
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1.03
QUALITY ASSURANCE:
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Disposal sites shall comply with all applicable Iowa Department of Natural Resources and
United States Environmental Protection Agency regulations.
B. Comply with all state and local ordinances pertaining to hauling and disposal of rubbish,
broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from
work on the project.
1.04 SUBMITTALS:
A. Locations of disposal sites.
PART 2. PRODUCTS
2.01 MATERIALS:
A. Granular backfill material shall consist of Class A Crushed Stone, roOT Standard
Specification Section 4120.04 and Section 4109, Gradation No.1 1.
B. Explosives shall not be used for demolition.
PART 3. EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the roOT Standard Specifications:
Division 24. Structures.
Section 2401. Removal of Existing Structures.
02050-1
Division 25. Miscellaneous Construction.
Section 2510. Removal of Old Pavement.
Section 2511. Removal and Construction of Portland Cement Concrete Side-
walks.
Removal and Construction of Paved Driveways.
Removal and Construction of Retaining Walls and Steps.
Section 2515.
Section 2516.
3.02
INSPECTION:
A.
Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to
revise demolition limits if required by the nature of construction. c.,
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3.03
PROCEDURES:
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A.
Utilities
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I. Notify all corporations. companies, individuals and state or :local. auth6rities.)
owning pipelines, water lines, gas mains, buried and overhead ~ectric fd?i1ities,
telephone, cable television, fiber optic, and other public or privat;':'~tilities~own
on the drawings or otherwise known or discovered to be in the project area.
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2. When active utilities are encountered, promptly take necessary measures to support
and protect said utilities and maintain them in service.
3. If active utilities are damaged or interrupted as a result of work on the project, take
appropriate measures to restore service immediately. Restoration of utility services
under these circumstances shall be at the Contractor's expense.
4. Active utilities shown on the drawings to be relocated, or which require relocation
due to unforeseen circumstances or conditions, shall be relocated in accordance
with instructions from the Engineer. Generally, the respective utility owners shall
be responsible to perform relocation work for their facilities. The Contractor shall
cooperate with these efforts in every reasonable way and shall not be entitled to
additional compensation for delays resulting from such relocations.
B. Site Protection Measures
I. Refer to Traffic Control Sheets for details.
2. Barricade and fence open excavations or depressions resulting from work during
non-working hours and when not working in immediate area. Provide suitable
warning devices adjacent to excavations and work areas.
3. Warning devices shall be kept operational during all non-working and non-active
periods.
C. Site Access Measures
I. Pedestrian access to homes and businesses shall be maintained at all times.
Temporary gravel surfaces shall be provided as directed by the Engineer.
02050-2
2. Contractor shall perform demolition and removal operations so as to maintain
vehicular access to adjacent properties and businesses to the maximum extent
possible.
D. Disposals
I. No material or debris shall be buried within the project work area. All unsuitable
material resulting from demolitions and removals shall be hauled to and disposed
of at a Contractor-furnished site approved by the Engineer or to the la~~ll. The
Contractor shall pay the current tipping fee at the landfill. Q z ,;
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A. Pavement and Sidewalk Removals
I. Removal shall be to the limits noted on the plans or as directed ~the'Engili'eer.
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2. Pavement removal shall include brick, P.C. Concrete. and A.C. 'e'oncrete
pavements, driveways. alleys, parking lots, and sidewalks. Removal of chip seal or
aggregate surfaces is not considered pavement removal.
3. Sawcuts shall be approved by the Engineer.
4. Removal operations shall conform to construction phasing noted on the plans or as
directed by the Engineer.
B. Sewer Abandonment and Removal
I. Removal shall be at the locations and to the limits noted on the plans or as directed
by the Engineer.
2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone
compacted to 95% Standard Proctor Density. The top 12 inches directly below
paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor
Density. Other excavations shall be backfilled with suitable excavated material,
compacted to 90% Standard Proctor Density.
3. Sewers to be abandoned, but not removed, shall be filled with an approved non-
shrink flowable mortar and bulkheaded at each end with concrete.
4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton
Street as directed by the Engineer.
11100
sbared\engineer\specs-ii\02050.doc
02050-3
SECTION 02100
SITE PREPARATION
PART 1 - GENERAL
1.01 SUMMARY:
A. Furnish labor, material, tools and equipment to prepare site as indicated and specified.
1.02
REFERENCES:
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mOT Standard Specifications.
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PART 2 - PRODUCTS
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the mOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases.
Section 210 I. Clearing and Grubbing.
Division 25. Miscellaneous Construction.
Section 2519. Fence Construction.
3.02 EXISTING TREES, SHRUBS AND VEGETATION:
A. All trees, shrubs and vegetation shall remain and be protected from damage unless
specifically noted as "REMOVE" or "CLEAR AND GRUB" on the plans or as directed by
the Engineer.
B. No construction materials and/or equipment are to be stored, piled, or parked within the
trees' drip line.
C. Contractor is responsible for damage outside the limits of construction, and for trees,
shrubs and vegetation not designated for removal. The Contractor's liability for tree and
shrub damage will be based on the appraised value, not replacement value, and shall
include the cost of appraisal by a qualified arborist.
02100-1
3.03 EXISTING STRUCTURES AND PROPERTY:
A. Remove existing signs and posts within the construction area as directed by the Engineer.
All permanent traffic signs will be removed. stored. and replaced by the City of Iowa City.
Contractor shall provide 48 hour minimum advance notice for sign removal and for sign
replacement. Permanent signs will be replaced prior to concrete pours.
B. Move mailboxes to a location approved by the Engineer prior to closing road. Salvage and
store any unique supports for mailboxes. Restore mailboxes and their supports to their
prior location and condition when road is reopened.
3.04 EXISTING FENCING:
A. Only fencing designated by the Engineer shall be removed.
B. Sections of fence removed for construction shall be replaced per the applicable bid item. If
not addressed. replace with new materials.
3.05 EXISTING UTIliTIES:
A. Contact appropriate utility representative to verify the presence and location of buried
utilities in the construction area.
3.06 EROSION CONTROL:
A. Comply with Iowa City Code and Section 02270. Slope Protection and Erosion Control.
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11100
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02100-2
SECTION 02220
EARTH EXCAVATION, BACKFILL, FILL AND GRADING
PART 1 - GENERAL
1.01 SUMMARY:
A. Excavating, placing, stabilizing and compacting earth, including trench and rock
excavation, addition of borrow and backfill, disposal of excavated ma~al, an4" :~opsoil,
strip, salvage and spread. ~~~) ~ ~
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A. Whenever a percentage of compaction is indicated or specified, use percent of maximum
density at optimum moisture as determined by ASTM D698-91, unless noted otherwise.
B. Borrow sites and materials shall be approved by the Engineer prior to use.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard
Specification Section 4120.04 and Section 4109, Gradation No. II.
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the IDOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases.
All sections
Division 24. Structures.
Section 2402. Excavation for Structures.
3.02 TOPSOIL:
A. Strip and stockpile topsoil from lawn, grass, and crop areas for surface restoration and
landscaping work. Strip topsoil to a uniform depth to provide sufficient quantity of
material for placement of a minimum of 9 inches of topsoil for surface restoration and
02220-1
landscaping. Protect topsoil from mixture with other materials such as aggregate and from
erosion. Removal of topsoil from the site is not permitted.
3.03 DRAINAGE AND DEWATERING:
A. Provide and maintain ample means and devices (including spare units kept ready for
immediate use in case of breakdowns) to intercept and/or remove promptly and dispose
properly of all water entering trenches and other excavations. Keep such excavations dry
until the structures, pipes, and appurtenances to be built therein have been completed to
such extent that they will not be floated or otherwise damaged.
B. Dispose of all pumped or drained water without undue interference to other work, or
causing damage to pavements, other surfaces, or property. Provide suitable temporary
pipes, flumes, or channels for water that may flow along or across the wor~te. "o~
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C. Take all precautions necessary to prevent damage to the work by rain or 6y:wafer <l"niering'l
the site, whether water entry be overland or by groundwater. C.o' " . .
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3.04
TRENCH EXCA VA TION:
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General
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1. Excavate trench by machinery to, or just below, designated subgrade when pipe is
to be laid in granular bedding or concrete cradle, provided that material remaining
at bottom of trench is only slightly disturbed.
2. Do not excavate lower part of trenches by machinery to subgrade when pipe is to
be laid directly on bottom of trench. Remove last of material to be excavated by
use of hand tools, just before placing pipe. Hand shape bell holes and form a flat
or shaped bottom, true to grade, so that pipe will have a uniform and continuous
bearing. Support on firm and undisturbed material between joints, except for
limited areas where use of pipe slings have disturbed bottom.
B. Protection
I. Barricade and fence open excavations or depressions resulting from work during
non-working hours and when not working in immediate area.
C. Trench Width
1. Make pipe trenches as narrow as practicable and safe. Make every effort to keep
sides of trenches firm and undisturbed until backfilling has been completed and
consolidated.
2. Excavate trenches with vertical sides between elevation of center of pipe and
elevation 1 foot above top of pipe.
3. Refer to plans for allowable trench widths within the pipe envelope for various
types, sizes and classes of pipe.
D. Trench Excavation in Fill
02220-2
1. Place fill material to final grade or to a minimum height of 6 feet above top of pipe
when pipe is to be laid in embankment or other recently filled areas. Take
particular care to ensure maximum consolidation of material under pipe location.
Excavate pipe trench as though in undisturbed material.
E.
Excavation Near Existing Structures
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Discontinue digging by machinery when excavation approaches pi~:Cond1:1its, or
other underground structures. Continue excavation by use of handjpols. '. ' I-!
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2. Excavate exploratory pits when location of pipe or other underground struc\ure is. 'J
necessary for doing work properly. ~;
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Disposal of Unsuitable Soil
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I. The Contractor shall notify the Engineer and Iowa Department of Natural
Resources (DNR) if soil contamination is found or suspected during excavation.
2. Soil disposal and remediation method shall be an option outlined in the !DOT
Construction Manual Section 10.22, and approved by the Iowa DNR and City. The
Contractor is not to proceed with soil removal and remediation measures until
instructed by the Engineer.
3. Disposal site to be provided by the Contractor and approved by the Engineer and
Iowa DNR.
4. Contractor is responsible for completing and filing all necessary Federal, State and
local government agency forms and applications.
G. Care of Vegetation and Property
I. Use excavating machinery and cranes of suitable type and operate with care to
prevent injury to trees, particularly to overhanging branches and limbs and
underground root systems.
2. All branch, limb, and root cuttings shall be avoided. When required, they shall be
performed smoothly and neatly without splitting or crushing. Trim injured
portions by use of a chainsaw or loppers for branches, or an ax when working with
roots. Do not leave frayed, crushed, or torn edges on any roots I" or larger in
diameter or on any branches. Frayed edges shall be trimmed with a utility knik.
Do not use tree paint or wound dressing. If conflicts with large roots and branches
are anticipated, notify the Engineer.
3. No construction materials andlor equipment are to be stored, piled, or parked
within the trees' drip line.
4. Excavators and loaders used on brick surfaces shall be limited to those with
rubberized tracks or rubber tires.
5. Do not use or operate tractors, bulldozers, or other equipment on paved surfaces
when treads or wheels can cut or damage such surfaces.
02220-3
6. Restore all surfaces which have been damaged by the Contractor's operations to a
condition at least equal to that in which they were found before work commenced.
Use suitable materials and methods for restoration.
7. Aerate all grassed and planter areas compacted by construction activities.
8. Utility lines, including drainage tiles, encountered shall be restored in one of the
following ways:
a. Repair or otherwise reconnect the utility across trench after trench has
been backfilled, provided adequate drainage gradient is maintained, if
applicable.
b.
Connect drainage tiles to nearest storm sewer.
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The Contractor shall document the location and elevation of'li,d"Y'utiIlty lin~s
encountered. The Contractor shall notify the Engineer whejieye[i a ~iiity ~ ~
encountered and submit the proposed method of restoring the utilit~ for reWe>.v and
approval.---]
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All utility repairs shall be made prior to backfilling the trench.
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H. Water Services
1. Permanent copper water service lines which are damaged (cut, nicked, bent,
crimped, crushed, etc.) shall be replaced from the water main to the curb box with
new copper service pipe, without any joints. The cost for this work shall be at the
Contractor's expense.
2. In any excavation where existing lead or galvanized iron water services are in the
excavation or disturbed area, the Contractor shall replace the existing lead or
galvanized piping with new I-inch or larger copper water service pipe from the
water main to the curb box. The Contractor will be paid per the applicable bid
item. If there is no bid item, the unit price for the replacement of the water service
shall be negotiated prior to commencement of the work.
3. When water service is disrupted, the Contractor shall make a reasonable attempt to
restore the service within two hours.
4. Water service pipe shall be type k soft copper.
3.05 ROCK EXCA VATION:
A. Rock excavation will be considered Class 12 Excavation as defined III !DOT Standard
Specification Section 2102.02.
B. Explosives shall not be used for rock excavation.
02220-4
3.06 BACKFILLING:
A. General
1.
Do not place frozen materials in backfill or place backfill upOILfrozen ':rtlaterial.
Remove previously frozen material or treat as required befo&;~~ b~ckfill is
placed. " .
B.
Backfilling Excavations
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Begin backfilling as soon as practicable and proceed until compl~te! /
2.
Material and Compaction
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a. Paved Areas: Under and within 5 feet of paved surfaces, including streets,
sidewalks and driveways, backfill shall be Class A crushed stone placed in
one foot lifts compacted to 95% Standard Proctor Density. The top 12
inches directly below paved surfaces shall be Class A crushed stone
compacted to 98% Standard Proctor Density. If under pavement, backfill
to bottom of the subgrade. If not under pavement, backfill to within 12
inches of finished surface.
b. All other areas: Backfill shall consist of suitable job excavated material
placed in one foot lifts compacted to 90% Standard Proctor Density. If
excavated material is unsuitable, backfill with Class A crushed stone to
within 12 inches of finished surface.
c. Do not place stone or rock fragment larger than 2 inches within 2 feeL or
pipe nor larger than 12 inches in backfill. Do not drop large masses of
backfill material into trench.
C. Backfilling Around Structures
1. Do not place backfill against or on structures until they have attained sufficient
strength to support the loads, including construction loads, to which they will be
subjected. Avoid unequal soil pressure by depositing material evenly around
structure.
2. Backfill shall consist of Class A crushed stone placed in one foot lifts compacted
to 95% Standard Proctor Density unless otherwise indicated or specified.
3.07 UNAUTHORIZED EXCA VATION:
A. When the bottom of any excavation is taken out beyond the limits indicated or specified,
backfill, at Contractor's expense, with Class A crushed stone compacted to 95% Standard
Proctor Density.
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shared'-4:ngineer\specs.ii\02220,doc
02220-5
SECTION 02270
SLOPE PROTECTION AND EROSION CONTROL
PART 1- GENERAL
1.01
SUMMARY:
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Placement of silt fence, erosion control mat, engineering fabric, reVe1ment slllllle,
erosion stone.
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A. !DOT Standard Specifications.
B. Iowa Department of Transportation Highway Division "Standard Road Plans Manual",
latest edition.
1.03 QUALITY ASSURANCE:
A. Revetment stone and erosion stone shall meet the abrasion and durability requirements of
Section 4130 of the !DOT Standard Specifications.
B. Engineering Fabrics (geotextile) shall be of a non-woven material and conform to the
requirements of !DOT Engineering Fabric for Embankment Erosion Control.
1.04 STORAGE:
A. Prior to use, geotextile shall be stored in a clean dry place, out of direct sunlight. not
subject to extremes of either hot or cold, and with the manufacturer's protective cover in
place. Receiving, storage, and handling at the job site shall be in accordance with the
requirements in ASTM D 4873.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Except as amended in this document, the materials in this section will conform with the
following divisions and sections of the !DOT Standard Specifications:
Division 41. Construction Materials.
Section 4130. Revetment Stone and Erosion Stone.
Section 4169. Erosion Control Materials.
Section 4196. Engineering Fabrics.
02270-1
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the !DOT Standard Specifications:
Division 25. Miscellaneous Construction.
Section 2507. Concrete & Stone Revetment.
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RC-5 Wood Excelsior Mat
RC-16 Silt Fence
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3.02 SCHEDULE:
A. Silt fence shall be installed at locations indicated on the plans immediately upon
completion of grading. Wood excelsior mat shall be placed and staked in seeded areas of
swales immediately following seeding.
3.03 GEOTEXTILE:
A. Surface Preparation
1. The surface on which the geotextile is to be placed will be graded to the neat lines
and grades as shown on the plans. The surface will be reasonably smooth and free
of loose rock and clods, holes, depressions, projections, muddy conditions and
standing or flowing water.
B. Placement
1. Prior to placement of the geotextile, the soil surface will be inspected for quality of
design and construction. The geotextile will be placed on the approved surface at
the locations and in accordance with the details shown on the plans. The geotextile
will be unrolled along the placement area and loosely laid (not stretched) in such a
manner that it will conform to the surface irregularities when material is placed on
or against it. The geotextile may be folded and overlapped to permit proper
placement in the designated area.
2. The geotextile will be joined by overlapping a minimum of 18 inches (unless
otherwise specified on the plans or by the manufacturer), and secured against the
underlying foundation material. Securing pins, approved and provided by the
geotextile manufacturer, shall be placed along the edge of the panel or roll material
to adequately hold it in place during installation. Pins will be steel or fiberglass
formed as a "U", "L", or "T" shape or contain "ears" to prevent total penetration.
Steel washers will be provided on all but the "U" shaped pins. The upstream or up-
slope line will be inserted through both layers along a line through approximately
the midpoint of the overlap. At horizontal laps and across slope laps, securing pins
will be inserted through the bottom layer only. Securing pins will be placed along
a line approximately 2 inches in from the edge of the placed geotextile at intervals
not to exceed 12 feet unless otherwise specified. Additional pins will be installed
02270.2
as necessary and where appropriate, to prevent slippage or movement of the
geotextile. The use of securing pins will be held to the minimum necessary. Pins
are to be left in place unless otherwise specified.
3. Should the geotextile be tom or punctured, or the overlaps disturbed, as evidenced
by visible damage, subgrade pumping, intrusion, or grade distortion, the backfill
around the damaged or displaced area will be removed and restored to the original
approved condition. The repair will consist of a patch of the same type of
geotextile being used, overlapping the existing geotextile. Geotextile panels joined
by overlap will have the patch extend a minimum of 2 feet from the edge of any
damaged area.
4. The geotextile will not be placed until it can be anchored and protected with the
specified covering within 48 hours or protected from exposure to ultraviolet light.
In no case will material be dropped on uncovered geotextile from a height greater
than 3 feet.
11100
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02270-3
SECTION 02510
ASPHALT CEMENT CONCRETE PAVING
PART 1- GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact
subgrades to receive Asphalt Cement Concrete paving.
B. Furnish labor, materials, tools and equipment to place and compact Asphalt Cement
Concrete paving.
1.02 REFERENCES:
A. !DOT Standard Specifications.
1.03 QUALITY ASSURANCE:
A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in
the necessary crafts and who are completely familiar with the specified requirements and
the methods needed for proper performance of the work in this section.
B.
Quality testing;
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Density of in-place asphalt.
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Asphalt content.
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4. Density Tests of Base and Subgrade.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Except as amended in this document, the materials in this section will conform with the
following divisions and sections of the !DOT Standard Specifications;
Division 23. Surface Courses.
Section 2303. Asphalt Cement Concrete Mixtures.
Division 4 L Construction Materials.
Section 4126. Aggregate for Type B Asphalt Cement Concrete.
Section 4127. Aggregate for Type A Asphalt Cement Concrete.
Section 4137. Asphalt Cement.
02510-1
PART 3. EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the IDOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases
Section 2122. Paved Shoulders.
Division 22. Base Courses.
Section 2203. Type B Asphalt Cement Concrete Bases.
Section 2212. Base Repair.
Section 2213. Base Widening.
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Division 23. Surface Courses.
Section 2203. Asphalt Cement Concrete Mixtures.
Section 2307. Bituminous Seal Coat.
Section 2316. Pavement Smoothness.
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Section 2517. Concrete Header Slabs.
Section 2529. Full Depth Finish Patches.
Section 2530. Partial Depth Finish Patches.
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3.02 OPENING TO TRAFFIC:
A. Opening to traffic, including Contractor's vehicles, will not be permitted until the pavement
or surface treatment has cured sufficiently to prevent damage as determined by the
Engineer.
B. Opening to traffic shall not constitute final acceptance.
3.03 COMPLETION OF WORK:
A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and
clean up. All streets shall be finished and opened to the public as soon as practicable.
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shared\engineer\specs-ii\02510.doc
02510-2
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING
PART 1- GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact
subgrades to receive Portland Cement Concrete paving.
B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, i"!int and
cure Portland Cement Concrete roadways, parking area slabs, drivewaY~.Jand si~alks at
the locations and grades noted on the plans. ': I) ,~-
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1.02 REFERENCES:
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mOT Standard Specifications.
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1.03 QUAUTY ASSURANCE:
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A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in
the necessary crafts and who are completely familiar with the specified requirements and
the methods needed for proper performance of the work in this section.
B. Quality testing:
I. Compressive Strength Tests.
2. Entrained Air.
3. Slump.
4. Density Tests of Base and Subgrade.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Except as amended in this document, the materials in this section will conform with the
following divisions and sections of the mOT Standard Specifications:
Division 41. Construction Materials.
Sections 410 1 through 4122.
B. Aggregate durability class for all Portland Cement Concrete paving shall be Class 3.
02520-1
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the !DOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases.
Section 2111. Granular Subbase.
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Division 22. Base Courses.
Section 2201. Portland Cement Concrete Base.
Section 2212. Base Repair.
Section 2213. Base Widening.
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Division 23. Surface Courses.
Section 2301. Portland Cement Concrete Pavement.
Section 2302. Portland Cement Concrete Pavement Widening.
Section 2310. Bonded Portland Cement Concrete Overlay.
Section 2316. Pavement Smoothness.
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Division 25. Miscellaneous Construction.
Section 2512. Portland Cement Concrete Curb and Gutter.
Section 2515. Removal and Construction of Paved Driveways.
Section 2517. Concrete Header Slab.
Section 2529. Full Depth Finish Patches.
Section 2530. Partial Depth Finish Patches.
3.02 CURING AND PROTECTION OF PA VEMENT:
A. Curing compound shall be applied immediately following finishing of the concrete,
including back of curb.
3.03 ENVIRONMENTAL REQUIREMENTS:
A. When concrete is being placed in cold weather and temperatures may be expected to drop
below 350F, the following requirements must be met for concrete less than 36 hours old:
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Minimum 35-320 F
One layer plastic or burlap.
Minimum 31-250 F
One layer plastic and one layer burlap or two
layers burlap.
Below 250 F
Commercial insulating material approved by the
Engineer.
B. Concrete shall be protected from freezing temperatures until it is at least five days old.
C. Concrete damaged by cold weather shall be removed and replaced at the Contractor's
expense.
02520-2
D. Maximum allowable concrete temperature shall be 900 F.
E. If concrete is placed when the temperature of the concrete could exceed 900 F, the
Contractor shall employ effective means, such as precooling of aggregates and/or mixing
water, as necessary to maintain the temperature of the concrete as it is placed below 900 F.
3.04 OPENING TO TRAFFIC:
A. Opening to traffic, including Contractor's vehicles, will not be permitted until the
compressive strength of 6" dia. x 12" cylinders is at least 3,000 lb. per square inch.
B. All joints in the pavement shall be cleaned and sealed prior to opening the street(s) to
traffic of any kind.
C. Opening to traffic shall not constitute final acceptance.
3.05 COMPLETION OF WORK:
A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and
clean up. All streets and sidewalks shall be finished and opened to the public as soon as
practicable.
B. Contractor shall notify the Engineer if weather conditions make it difficult to use Class M
concrete, when specified.
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02520-3
SECTION 02524
CURB RAMPS
PART 1- GENERAL
1.01 SUMMARY:
A. Construct sidewalk curb ramps to meet ADA specifications.
1.02 REFERENCES:
A. Americans with Disabilities Act (ADA): Accessibility Guidelines for Buildings and
Facilities.
B. City of Iowa City Design Standards.
C. Iowa DOT ADA Curb Ramp Compliance (Alterations) - (J IA-4)
1.03 QUALITY ASSURANCE:
A.
Use adequate number of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the
methods needed for proper performance of curb ramp construction.
B.
Slope measurements. Newly constructed curb ramps and sidewalks not meeting the slope
requirements will be, at the Engineer's discretion, removed and replaced at the Con,trllctor's
expense.
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PART 2 - PRODUCTS
2.01 MATERIALS:
A. Section 03350, Colored Concrete Finishes
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the Iowa
DOT ADA Curb Ramp Compliance (Alterations) - (lIA-4) and the following sections of
the Americans with Disabilities Act (ADA) B Accessibility Guidelines for Buildings and
Facilities.
Section 4.
Accessible Elements and Spaces: Scope and Technical Re-
quirements
Section 14.
Public Rights-of-Way
02524-1
3.02 SLOPES:
A. Cross slope refers to the slope that is perpendicular to the direction of travel. Running slope
refers to the slope that is parallel to the direction of travel.
B. Curb ramp cross slopes should be no greater than 1:50 or 2% to a level plane.
C. Curb ramp running slopes should be no greater than 1: 12 or 8.33% to a level plane unless
existing conditions do not permit and layout is approved by the Engineer.
3.03 PORTLAND CEMENT CONCRETE THICKNESS:
A. 6-inch thick colored P.c.c. will be placed at all curb ramps unless otherwise directed by
the Engineer.
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02524-2
SECTION 02900
LANDSCAPING
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A. Plantings (trees, shrubs, seed and sod), including soil preparation, finish grading, lan~scape
accessories and maintenance.
1.02 QUALITY ASSURANCE:
A. The fitness of all plantings shall be determined by the Engineer and/or the City Forester
with the following requirements:
1. Nomenclature: Scientific and common names shall be in conformity with U.S.D.A.
listings and those of established nursery supplies.
2. Standards: All trees must conform to the standards established by the American
Association of Nurserymen.
B. The Contractor shall repair or replace all plantings which, in the judgment of the Engineer
and/or City Forester, have not survived and grown in a satisfactory manner for a period of
one year after City Council acceptance of the project.
1.03 SUBMITTALS:
A. Certify that all plantings are free of disease and insect pests. Certificates shall be submitted
to the Engineer and/or City Forester.
B. Submit certification of seed mixtures, purity, germinating value, and crop year
identification to the Engineer.
1.04 DELIVERY, STORAGE AND HANDLING:
A. Protect all plantings in transit to site to prevent wind burning of foliage.
B. Set all balled and burlapped trees and shrubs, which cannot be planted immediately, on
ground and protect with soil, wet peat moss or other acceptable material, and water as
required by weather conditions.
C. Keep container grown trees and shrubs, which cannot be planted immediately, moist by
adequate watering. Water before planting.
02900-1
PART 2 - PRODUCTS
2.01 TREES AND SHRUBS:
A.
Trees and shrubs shall be vigorous, healthy, well-formed, with dense, fibrous and large root
systems and free of insect or mechanical damage.
B.
All trees and shrubs, except those specified as container grown, shall be balled in burlap
with root ball formed of firm earth from original and undisturbed soil. At a minimum, 80%
of all plantable containers shall be removed during planting.
c.
All trees shall display the following form and branching habits:
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Free of branches to a point at 50% of their height.
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Contain a minimum of six (6) well placed branches, not including'tre-1ā¬:adel';:
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Trees shall be measured when branches are in their normal position. Caliper::meas~men~
shall be taken at a point on the trunk six inches (6") above ground. .....J
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E.
Trees which have no leader or have a damaged or crooked leader, or dliiltiple ~ders,
unless specified, will be rejected. Trees shall be freshly dug.
2.02 SEED:
Minimum
Proportion Lbsj Lbsj
Mix by Weight Acre 1,000 sq,ft,
URBAN MIX*
Kentucky Blue Grass 70% 122.0 2.80
Perennial Rygrass (fine leaf variety) 10% 18.0 0.40
Creeping Red Fescue 20% 35.0 0.80
RURAL MIX*
Kentucky 31 Fescue 54% 25 0.57
Switchgrass (Black Well) 17% 8 0.18
Alfalfa (Northern Grown) 11% 5 0.11
Birdsfoot Trefoil (Empire) 9% 4 0.09
Alsike Clover 9% 4 0.09
* A commercial mix may be used upon approval of the Engineer if it contains a
high percentage of similar grasses.
2.03 SOD:
A. Grass and sod established, nursery grown Kentucky or Merion Bluegrass sod, vigorous,
well rooted, healthy turf, free from disease, insect pests, weeds and other grasses, stones,
and any other harmful or deleterious matter.
B. Sod harvested by machine at uniform soil thickness of approximately one inch but not less
than 3/4 of an inch. Measurement for thickness excludes top growth and thatch. Prevent
tearing, breaking, drying or any other damage.
02900-2
2.04 LIME AND FERTILIZER:
A. Ground agriculture limestone containing not less than 85 percent of total carbonates.
B. Fertilizer shall contain the following percentages by weight or as approved by Engineer:
Nitrogen * - 15 %
Phosphorus - 15%
Potash - 15%
* At least 50 percent of nitrogen derived from natural organic sources of ';'~rm. ~.~
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PART 3. EXECUTION
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3.01
PLANTING TREES AND SHRUBS:
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Planting Season and Completion Date:
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I. Trees: Spring - March 30 through May 15
Fall- Sept. 18 through Nov. 18
2. The Contractor may plant outside the limits of such dates with permission of the
City Forester. The City Forester may stop or postpone planting during these dates
if weather conditions are such that plant materials may be adversely affected.
B. The planting shall be performed by personnel familiar with the accepted procedures of
planting and under the constant supervision of a qualified planting supervisor.
C. Tree and shrub placement shall be as shown on the plans.
D. Contractor shall inform the City Forester of the starting date and location. All planting soil
must be approved by the City Forester before use.
E. Excavate with vertical sides and in accordance with following requirements:
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I. Excavate tree pits to a minimum of two feet greater in diameter than root ball of
tree and sufficiently deep to allow for a minimum of 6 inches of planting soil
mixture below root ball.
2. Plant shrubs in pits 12 inches greater in width than diameter of root ball or
container and sufficiently deep to allow for a minimum of 6 inches of planting soil
mixture below root ball.
3. Do not use auger to excavate planting pits.
F. Set trees and shrubs in center of pits, align with planting plan, plumb and straight and at
elevation where top of root ball is one inch lower than surrounding finished grade after
settlement.
G. Compact topsoil mixture thoroughly around base of root ball to fill all voids. Cut all burlap
and lacing and remove from top one-third of root ball. Do not pull burlap from under any
root ball. Backfill tree and shrub pits halfway with planting soil mixture and thoroughly
puddle before further backfilling tree or shrub pit. Water tree or shrub again when backfill
operation is complete.
02900-3
H. Rake bed area smooth and neat. Mulch all tree pits and shrub beds with a minimum of three
inches of hardwood mulch which has been approved by the City Forester.
3.02 PlANTING SOIL MIXTURE:
A. Backfill material for plantings shall be a mixture of 2/3 loose friable topsoil and 1/3 clean
sand. All backfill shall have a uniform appearance and shall be loose, friable, an,\! ,free of
hard clods and rock over two inches in diameter. () ~..0
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3.03
SEED, FERTIUZE, UME AND MULCH:
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Apply lime by mechanical means at rate of 3,000 pounds per acre.
Apply fertilizer at rate of 450 pounds per acre. .-.
Seed Areas: -
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Remove weeds or replace loam and reestablish finish grades if any delays in
seeding lawn areas allow weeds to grow on surface or loam is washed out prior to
sowing seed. This work will be at the Contractor's expense.
Sow seed at rate of 175 pounds per acre on calm day, by mechanical means. Sow
one-half of seed in one direction, and other one-half at right angles to original
direction.
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3. Rake seed lightly into loam to depth of not more than 'A-inch and compact by
means of an acceptable lawn roller weighing 100 to 150 pounds per linear foot of
width.
4. Hydro-seeding may be used upon approval of the Engineer.
D. Water lawn area adequately at time of sowing and daily thereafter with fine spray until
germination, and continue as necessary throughout maintenance and protection period.
E. Seed during approximate time periods of April I to May IS and August IS to September
IS, and only when weather and soil conditions are suitable for such work, unless otherwise
directed by the Engineer.
F. All areas requiring mulch shall be mulched as soon as seed is sown and final rolling is
completed. Mulch shall be evenly and uniformly distributed and anchored into the soil. The
application rate for reasonably dry material shall be approximately I V2 tons of dry cereal
straw, two tons of wood excelsior, or two tons of prairie hay per acre, or other approved
material, depending on the type of material furnished. All accessible mulched areas shall be
consolidated by tilling with a mulch stabilizer, and slope areas shall be tilled on the
contour. Crawler-type or dual-wheel tractors shall be used for the mulching operation.
Equipment shall be operated in a manner to minimize displacement of the soil and
disturbance of the design cross section.
G. Apply additional care as necessary to ensure a hearty stand of grass at the end of the one-
year maintenance period.
3.04 SOD:
A. Install sod not more than 48 hours after cutting. Stake all sod as necessary to prevent
erosion before establishment.
B. Apply lime by mechanical means at a rate of 3,000 pounds per acre.
02900-4
C. Apply fertilizer at a rate of 450 pound per acre.
D. Remove weeds or replace loam and reestablish finish grades if there are any delays in
sodding.
E. Rake area to be sodded.
F. Roll sod to establish smooth, uniform surface.
G. Water area adequately at time of sodding and continue as necessary throughout
maintenance period.
H. Sod during approximate time periods of April 1 to May 15 and August 15 to October 15,
and only when weather and soil conditions are suitable for such work, unless otherwise
directed by the Engineer.
1. Apply additional care as necessary to ensure a hearty stand of grass at the end of the one-
year maintenance period.
3.05 MAINTENANCE - ALL PLANTlNGS:
A. Begin maintenance immediately and continue maintenance until final acceptance of work.
Water, mulch, weed, prune, spray, fertilize, cultivate and otherwise maintain and protect all
plantings.
B. Maintain sod and seed areas at maximum height of 2Yz inches by mowing at least three
times. Weed thoroughly once and maintain until time of final acceptance. Reseed and
refertilize with original mixtures, watering, or whatever is necessary to establish, over
entire area, a close stand of grasses specified, and reasonably free of weeds and undesirable
grasses.
C. Reset settled trees and shrubs to proper grade and position, and remove dead material.
D. All plantings shall be guaranteed for a period of one year after by City Council acceptance
of the project.
E. The Contractor shall supply all water for planting and maintenance. Water may be obtained
at the Contractor's expense at the bulk water fill station located at 1200 S. Riverside Drive.
All water must be paid for in advance at the Civic Center, 410 E. Washin~ Streei:~;
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PLANS / DRAWINGS
ON FILE AT THE
CITY CLERK'S
OFFICE
~O:J
G[
Prepared by: Daniel Scott, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA52240 319-355-5144
RESOLUTION NO. 03-4
RESOLUTION SETTING A PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF
CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE IOWA
RIVER DAM RENOVATION PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE
OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS
ON FILE FOR PUBLIC INSPECTION.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT:
1. That a public hearing on the plans, specifications, form of contract, and estimate of cost
for the construction of the above-mentioned project is to be held on the 2151 day of
January, 2003, at 7:00 p.m. in Emma J. Harvat Hall, Civic Center, Iowa City, Iowa, or if
said meeting is cancelled, at the next meeting of the City Council thereafter as posted by
the City Clerk.
2. . That the City Clerk is hereby authorized and directed to publish notice of the public
hearing for the above-named proposal in a newspaper published at least once weekly and
having a general circulation in the City, not less than four (4) nor more than twenty (20)
days before said hearing.
3. That the copy of the plans, specifications, form of contract, and estimate of cost for the
construction of the above-named project is hereby ordered placed on file by the City
Engineer in the office of the City Clerk for public inspection.
Passed and approved this 7th
day of January , 20~
17_~ ,t'~
~
ATTEST: ~~ ~ /?:1A/
CI LERK
Id~r(&c:-
pweng\res\iarvrdm.doc
Resolution No. 03-4
Page 2
It was moved by Champion and seconded by Vanderhoef
adopted, and upon roll call there were:
the Resolution be
AYES:
NAYS:
ABSENT:
x
X
X
X
X
Champion
Kanner
Lehman
O'Donnell
Pfab
Vanderhoef
Wilburn
X
X
NOTICE OF PUBLIC HEARING ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT AND
ESTIMATED COST FOR THE
IOWA RIVER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER THE
IOWA RIVER PROJECT IN THE CITY OF IOWA
CITY, IOWA
TO ALL TAXPAYERS OF THE CITY OF IOWA
CITY, IOWA, AND TO OTHER INTERESTED
PERSONS:
Public notice is hereby given that the City Council
of the City of Iowa City, Iowa, will conduct a public
hearing on plans, specifications, form of contract
and estimated cost for the construction of the
Iowa River Dam Renovation & Pedestrian Truss
Bridge Over the Iowa River Project in said city at 7
p.m. on the 21 ~ day of January, 2003, said
meeting to be held in the Emma J. Harvat Hall in
the Civic Center, 410 E. Washington Street in said
city, or if said meeting is cancelled, at the next
meeting of the City Council thereafter as posted
by the City Clerk.
Said plans, specifications, form of contract and
estimated cost are now on file in the office of the
City Clerk in the Civic Center in Iowa City, Iowa,
and may be inspected by any interested persons.
Any interested persons may appear at said
meeting of the City Council for the purpose of
making objections to and comments concerning
said plans, specifications, contract or the cost of
making said improvement.
This notice is given by order of the City Council
of the City of Iowa City, Iowa and as provided by
law.
MARIAN K. KARR, CITY CLERK
PH-1
fk
Cil
Prepared by: Daniel Scott, Civil Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5144
RESOLUTION NO. 03-31
RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON-
TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE IOWA
RIVER DAM RENOVATION AND PEDESTRIAN BRIDGE PROJECT,
ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID,
DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS, AND
FIXING TIME AND PLACE FOR RECEIPT OF BIDS.
WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of
cost for the above-named project was published as required by law, and the hearing thereon held.
NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY,
IOWA THAT:
1. The plans, specifications, form of contract and estimate of cost for the above-named
project are hereby approved.
2. The amount of bid security to accompany each bid for the construction of the above-
named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer,
City of Iowa City, Iowa.
3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids for
the construction of the above-named project in a newspaper published at least once
weekly and having a general circulation in the city.
4. Bids for the above-named project are to be received by the City of Iowa City, Iowa, at the
Office of the City Clerk, at the Civic Center, until 10:30 a.m. on the 11'h day of February,
2003, or at a later date and/or time as determined' by the Director of Public Works or
designee, with notice of said later date and/or time to be published as required by law.
Thereafter the bids will be opened by the City Engineer or his designee, and thereupon
referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its next
meeting, to be held at the Emma J. Harvat Hall, Civic Center, Iowa City, Iowa, at 7:00 p.m.
on the 18th day of February, 2003, or if said meeting is cancelled, at the next meeting of
the City Council thereafter as posted by the City Clerk.
Passed and approved this 21st
d,yof """")
!2~~ M
MAYOR
,20 03
d~.
ATTEST: ~~ ,(/ ~
CITY LERK
Approved by
-jJ~ 11r'71&~
City~fr;;~~(~~u-.,-
Pweng\res\iarivdamapps&s.doc
1/03
Resolution No. 03-31
Page 2
It was moved by Vanderhoef and seconded by
adopted, and upon roll call there were:
Pfab
the Resolution be
AYES:
NAYS:
x
X
X
X
x
X
X
ABSENT:
Champion
Kanner
Lehman
O'Donnell
Pfab
Vanderhoef
Wilbum
ADVERTISEMENT FOR BIDS
IOWA RNER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER lOW A RIVER PROJECf
Sealed proposals will be received by the City Clerk of the City ofIowa City, Iowa, until
10:30 A.M. on the II h day ofFebroary, 2003, or at a later date and/or time as determined
by the Director of Public Works or designee, with notice of said later date and/or time to be
published as required by law. Sealed proposals will be opened immediately thereafter by
the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed
bid" for purposes of this Project. Proposals will be acted upon by the City Council at a
meeting to be held in the Emma J. HarvatHall at 7:00 P.M. on the IS" day ofFebroary
2003, or at such later time and place as may be scheduled.
The Project will involve the following:
. Repairing the existing Iowa River Dam
. Building new piers on top of dam and in spillway.
. Placing pre-engineered pedestrian bridges.
All work is to be done in strict compliance with the plans and specifications prepared by
NNW, Inc., ofIowa City, Iowa, which have heretofore been approved by the City Council,
and are on file for public examination in the Office of the City Clerk.
Each proposal shall be completed on a form furnished by the City and DOlst be
accompanied in a sealed envelope, separate from the one containing the proposal, by a bid
bond executed by a corporation authorized to contract as a surety in the State ofIowa, in the
sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF
THE CITY OF lOW A CITY, lOW A, and shall be forfeited to the City ofIowa City in the
event the successful bidder fails to enter into a contract within ten (10) calendar days of the
City Council's award of the contract and post bond satisfactory to the City ensuring the
faithful performance of the contract and maintenance of said Project, if required, pursuant
to the provisions of this notice and the other contract documents. Bid bonds of the lowest
two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days
following award of the contract, or until rejection is made. Other bid bonds will be returned
after the canvass and tabulation of bids is completed and reported to the City Council.
The successful bidder will be required to furnish a bond in an amount equal to one hundred
percent (100%) of the contract price, said bond to be issued by a responsible surety ap-
proved by the City, and shall guarantee the prompt payment of all materials and labor, and
also protect and save hannless the City from all claims and damages of any kind caused
directly or indirectly by the operation of the contract, and shall also guarantee the mainte-
nance of the improvement for a period of five (5) year( s) from and after its completion and
formal acceptance by the City Council.
The following limitations shall apply to this Project:
Working Days: ISO
Specified Start Date: March 3, 2003
T j(]ulnateil Damapes.: $700 ner nav
--------.--------.--.--
tained from the Iowa Department of Economic Development at (515) 242-4721 and the
Iowa Department of Transportation Contracts Office at (515) 239-1422.
Bidders shall list on the Form of Proposal the names of persons, finns, companies or other
parties with whom the bidder intends to subcontract. This list shall include the type of work
and approximate subcontract amount(s).
The Contractor awarded the contract shall submit a list on the Form of Agreement of the
proposed subcontractors, together with quantities, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must be given to products and provisions grown
and coal produced within the State ofIowa, and to Iowa domestic labor, to the extent
lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law
applies to this Project.
The City reserves the right to reject any or all proposals, and also reserves the right to waive
technicalities and irregularities.
Published upon order of the City Council ofIowa City, Iowa.
MARIAN K. KARR, CITY CLERK
NOTICE OF PUBLIC HEARING ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT AND
ESTIMATED COST FOR THE
IOWA RIVER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER THE
IOWA RIVER PROJECT IN THE CITY OF IOWA
CITY, IOWA
TO ALL TAXPAYERS OF THE CITY OF IOWA
CITY, IOWA, AND TO OTHER INTERESTED
PERSONS:
Public notice is hereby given that the City Council
of the City of Iowa City, Iowa, will conduct a public
hearing on plans, specifications, form of contract
and estimated cost for the construction of the
Iowa River Dam Renovation & Pedestrian Truss
Bridge Over the Iowa River Project in said city at 7
p.m. on the 21st day of January, 2003, said
meeting to be held in the Emma J. Harvat Hall in
the Civic Center, 410 E. Washington Street in said
city, or if said meeting is cancelled, at the next
meeting of the City Council thereafter as posted
by the City Clerk.
Said plans, specifications, form of contract and
estimated cost are now on file in the office of the
City Cierk In the Civic Center in Iowa City, Iowa,
and may be inspected by any interested persons.
Any interested persons may appear at said
meeting of the City Council for the purpose of
making objections to and comments concerning
said plans, specifications, contract or the cost of
making said improvement.
This notice is given by order of the City Council
of the City of Iowa City, Iowa and as provided by
law.
MARIAN K. KARR, CITY CLERK
PH-1
----------...-...-----..-..-.-.--.-------.-.-----------------------
OFtipY~~TIO~
~, P ,~~~~~h:
Ot<1l\)N1'RACT ~D ESl1!AATED
.,."dR..e,,'....
. . . llI! .' .., . .
U$S. .'foll
THE., . R PROJECT ''''''l'1lE
CIJYOF .\QWA CITY,IOWA
TO AU. TAl<P'....VERS OF nle'dlTY OF
IOWA' CITY,IOWA, ~DTo"OTHER
INTERESTED pERSONS: .
PublJ<: ~l$.~I~.~\V9n Ih$llt1e
City <:oUnci1 6'''e t::1ty '" k>Wa City,
lowai,wlll..~ 8 pi;dJ11c: heatir'lg. on
plans, -~~ns, form oc,oontract
and ~tld cost forlheconstructfor1 '"
the' Jbwa River. Dam', 'A_novation &
~T~Bridge,QVer:theJowa '
RMlIProfe<;\.Jn~ oily ",,?P,!)), onlt1e
~illllloy QI ~, 2{)03,8a1d !))..,Ing
tO~tIeld IidheEnl'naJ: HeMd Hollin
... CMc Center, ~10E. Washln!llon
_.!n~l>Il>', 01 " 8llld mooting Is
"'""""'"':I:. lh8 next..-,g '" "'.plly
Cou!t!'illt1ereoflOi 8$postod by It1e City
ClOr\(" '
SaId ~ 1OPl\CIf~,.(om:1 l!f,.,.,.
lr8cflirid 0Sifjri&Oi:t ci6It ore;,ow on 111$ In
It1e oIfIge otlhOCity Clol/kJn It1e'CM<:
I C<IOle' In. '"". CKY,'owe,!l!1d"'.Y be
.1~.........!>i81'Ylnte~~....'
....",...~0$lIid~-irioy8Jll>08C.1
, .:ff,..eti/1g'<lllbe .CIlY.eooriCII'f9r It1e
~.pf~...' .......~. .!'>ij"c.and.. I_
'" ", ~~;;':~~i.iI>OI6Iillof<tng
said IIl~ement.
Thlll~ '"1lNan by Old" '" .1h$.'plIy
eouriBu'OIlhl'CltY "'IOW~.CIIX:I"""'~
~~~~:Cft(~lERJ( ..
-
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Printer's Fee S 11 ,'3:3
CtlIllI'lCATE OF PUBUCATlON
STATE OF IOWA,
JOHNSON COUNTY, SS:
THE IOWA CIlY PRESS-CDlZEN
FED. ID #42-0330670
I,
Orlene Maher, being duly sworn, say
that I am the legal clerk of the IOWA
CITY pRESS-CmZEN, a newspaper
published in said county, and that a
notice, a printed copy of which is
hereto attached, was published in
said paper \ time(s), on the
following date(s):
1&/1 ~ t 1..\) rl-.-OO 2>
~~ 'rNJ.uJ
Legal Clerk
Subscribed and sworn to before me
this 1'-( day of 2t'~)
A.D. 20 CO .
~c..._ ~ ('O'u 7- {).~
Notary Public
i! MARGARET RIOS
f ~! Commission Number 130158
My Commission Expires
0.' Or;tober 26, 2004
~-------_.._--_._-,.__._----
il ;"
I! I'
..
CORALVILLE
i" ~ 0'" It." - I
.F,J ,-,';; (;. I iii i iL: ,!)
r"-j',-', .
L.;)! ;'
10\l,,/'j (' I I "'\
.. I '~~''', ',', i \
January 24, 2003
Marian Karr
City of Iowa City
410 E. Washington St
Iowa City, IA 52240
RE: Iowa River Power Company Project
Dear Marian:
Attached is a copy of a bill for $3,900.00 paid by the City of Coralville to Carlson,
McClure, & Associates, Inc. for appraisal services for the Iowa River Power
Company property. Please issue a check to the City of Coralville in the amount of
$1,950 which represents halfofthe second appraisal expense requested by the City of
Iowa City. I have enclosed a copy of the bill and the check issued.
If you have any questions, please contact me at 319/248-1700.
Sincerely,. .
u~f) ~~~
Terry Kaeding
Finance Officer
~~.' 47~~
City Administration
1512 7th Street
Coralville, Iowa 52241-0127
319-351-1266
Fax: 319-351-5915
,--i1
i""":,I,
,
.,-_......,
. \
STATEMENT
Mr. Kevin D. Olson
Assistant City Attorney
City of Coralville
1512 7th Street
Coralville, Iowa 52241
Date November 1, 2002
Amount Due $3,900.00
Our File No. 020167
William S. Carlson, MAl
em
Appraisal Services For:
Iowa River power Company Property
501 1" Avenue
Coralville, Iowa
'il _ f.,
C/' I ~
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SECOND NOTICE
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ADVERTISEMENT FOR BIDS
IOWA RNER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER lOW A RIVER PROIECf
Sealed proposals will be received by the City Clerk of the City of]owa City, Iowa, until
10:30 A.M. on the 25th day of February, 2003, or ata later date and/or time as determined
by the Director of Public Works or designee, with notice of said later date and/or time to be
published as required by law. Sealed proposals will be opened immediately thereafter by
the City Engineer or designee. Bids submitted by fax machine shall not be deemed a "sealed
bid" for purposes of this Project. Proposals will be acted upon by the City Council at a
meeting to be held in the Emma J. HarvatHall at 7:00 P.M. on the 11th day of March 2003,
or at such later time and place as may be scheduled.
The Project will involve the following:
. Repairing the existing Iowa River Dam
. Building new piers on top of dam and in spillway.
. Placing pre-engineered pedestrian bridges.
All work is to be done in strict compliance with the plans and specifications prepared by
NNW, Inc., of]owa City, Iowa, which have heretofore been approved by the City Council,
and are on fIle for public exantination in the Office of the City Clerk.
Each proposal shall be completed on a form furnished by the City and must be
accompanied in a sealed envelope, separate from the one containing the proposal, by a bid
bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the
sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF
THE CITY OF lOW A CITY, IOWA, and shall be forfeited to the City ofIowa City in the
event the successful bidder fails to enter into a contract within ten (10) calendar days of the
City Council's award of the contract and post bond satisfactory to the City ensuring the
faithful performance of the contract and maintenance of said Project, if required, pursuant
to the provisions of this notice and the other contract documents. Bid bonds of the lowest
two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days
following award of the contract, or until rejection is made. Other bid bonds will be returned
after the canvass and tabulation of bids is completed and reported to the City Council.
The successful bidder will be required to furnish a bond in an amount equal to one hundred
percent (100%) of the contract price, said bond to be issued by a responsible surety ap-
proved by the City, and shall guarantee the prompt payment of all materials and labor, and
also protect and save harm1ess the City from all claims and damages of any kind caused
directly or indirectly by the operation of the contract, and shall also guarantee the mainte-
nance of the improvement for a period of five (5) year( s) from and after its completion and
formal acceptance by the City Council.
The following limitations shall apply to this Project:
Working Days: 180
Specified Start Date: March 31,2003
Liquidated Damages: $700 per day
The plans, specifications and proposed contract documents may be exantined at the office
of the City Clerk. Copies of said plans and specifications and form of proposal blanks may
be secured at the Office of NNW, Inc. 316 E. College St., Iowa City, Iowa, by bona fide
bidders.
A $30 non-refundable fee is required for each set of plans and specifications provided to
bidders or other interested persons. The fee shall be in the form of a check, made payable to
NNW, Inc.
Prospective bidders are advised that the City ofIowa City desires to employ minority
contractors and subcontractors on City projects. A listing of minority contractors can be ob-
._.__.._--~_._-~------~-""."--_.,-----"--"_._._-- .-..--.-...--..-..--......---.-....-.----.--..--.-.----..,--~-_._-,--,.._------_.-
tained from the Iowa Department of Economic Development at (515) 242-4721 and the
Iowa Department of Transportation Contracts Office at (515) 239-1422.
Bidders shall list on the Form of Proposal the names of persons, fInns, companies or other
parties with whom the bidder intends to subcontract. This list shall include the type of work
and approximate subcontract amount(s).
The Contractor awarded the contract shall submit a list on the Form of Agreement of the
proposed subcontractors, together with quantities, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must be given to products and provisions grown
and coal produced within the State ofIowa, and to Iowa domestic labor, to the extent
lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law
applies to this Project.
The City reserves the right to reject any or all proposals, and also reserves the right to waive
technicalities and irregularities.
Published upon order of the City Council ofIowa City, Iowa.
MARIAN K. !CARR, CITY CLERK
_._~._--_._-_.,-~--_._~-~--_._----^
- -
PrInter'.. Fee S 5'3ftD
CERTIFICATE OF PUBUCATION
STATE OF IOWA,
JOHNSON COUNTY, SS:
THE IOWA CITY PRESS-CITIZEN
FED. ID #42-0330670
I,
Orlene Maher, being duly sworn, say
that I am the legal clerk of the IOWA
CITY pRESS-CmZEN, a newspaper
published in said county, and that a
notice, a printed copy of which is
hereto attached, was published in
said paper -+--- time(s), on the
r datel'),
(t..-h.u.etA-1 d-f""U)O ~
C) QoA tj)J)4Jd
Legal Clerk
Subscribed and sworn to before me
this ~1s day of r^^I~CI./\AJ.
A.D. 20 CJ.3 <jo-
(
Y77~ ruv.:J- ~
Notary Public
"...\~t.. : ,
iII" ,.. _ ~ARGARET RIDS
. ,<:;"_i.~ r I COftr';.al!"lSI(l~ Nl~mber 130158
"'i'~:_;~- '1 C,:m/!,I;;5!On Expires
. ".~"~Ul)}f .26, 2r.04-
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OFFICIAL PUBLICATION
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AQVERTISEMENT FO~ BIDS
IOWA RIVER DAIIRENO AnqN &
. PEDE!llR1AN TRUSS BRIDGE OVER
IOWA RIVER PROJECT
Sealed propos.ls will be received by
tiJe C!ly Clerk of tiJe City of lowe City,
Iowa. until 10:30 A.M. on the 11th day of
Fel;>rUary, 2003, or at a later date and/or
.JJtl'Ul.JUt d:elarmln@(Lby _tbe,_,pir~.r_ of_
Public _Works or designee. with notice of
said later date and/or - time to be pub-
lished as required by Iaw~ Sealed propos-
als will be opened Immediately thereafter
by the City Engineer or designee. Bids
~ul:!mltted ~ fax machine. shall not.. be
deemed a "sealed bld"- fo(purposes Of
tiJls Project. Propoeals will be ected upon
by tiJe C!ly Council af e meeting to be
held In the E~ J. Harvat Hall at 7:00
P.M. on the 18 day of February 2003, or
at such later time and place as may be
scheduled.
The Project will involve the follOwing:
. . Repairing the existing Iowa River Dam
. Building new piers on top of dam and
in spillway.
. Placing p....e-engineered pedestrian
1 bridges.
. All works to be done in strict compli-
ance with the plans and specificatlon$
prepared by NNW, Inc., of Iowa City,
Iowa, which have heretofore been
approved by the City Council, and are on
file for public examination in the Office of
tiJeCItyClerk.
Each proposal shall be completed on a.
fonn furnished by the City and must be
accompanied In a eealed envelope, sep-
arate from the one contalnlng the propos-
al, by a bid bond executed by a corpora-
tion authorized to contract as a surety in
the State of Iowa, in the sum of 10% of
the bid. The bid security shall be made
payable to the TREASURER OF THE
CITY OF IOWA CITY, IOWA, and shalt be
forfeited to the CIty of Iowa City In the
event the successful bidder fails to enter
into a contract wtthin ten (10) calendar
days of the City Council's award of the
J contract and post bond satisfactory to the
City enSUring the faithful pertonnance of
tthecOf1tract aner "maintenance of said
I Project, If,reqwred, pursuant to the provi-
, slons of this notice and the other C90Iract
documents. Bid bonds of the lowest two
or more bidders may be retained for a
period of not to exceed flft~Em (15) calen-
dar days fQllowlng award Of the contract,
or until rejection Is made. Other bid bonds
will be returned after the canvass and~
tabulation of bids is completed and i
reported to the ~. Council.
The successful bidder will be required to
furniSh a bond in an amount equal to One'-;
hundred peroent (100%) of the contract
price, said bond to be issued by a
responsible surety approved by the City,
and shall guarantee the prompt payment
of all materials and labor, and also protect
and save hannless the City from all
claims and damages of any kind caused
directly or indirectly by the operation of
the contract, and shall also guarantee the
maintenance of the improvement for a
period of five (5) year(s) from and after its
completlorJ and fonnal acceptance by the
City Council. .... __~~
The following limitations shall apply to
this Project:
WOfIdng Days: 180
Specified Start Date: March 3, 2003
liquidated Damages: $700 per day
The pians,speclfioatlons and proposed
contract document$ may be examined at
tiJe office of tiJe Cit'/ Clerk. Copies of said
plans and speclfications and form of pro-
posal blanks. may be' secured at the
Office of NNW, InC-. 316 E. College St.,
Iowa City, Iowa, by bona fide bidders.
A $30 non-refundable fee is required for
each .set of plans and specifications pro-
vided to biddel'S or. other interested per-
sons. The fe.e shan be in the tonn of a
cheek, made payable to NNW, Inc.
Prospective bidders are advised that the
City of Iowa City desires to employ minor-
!Ity contractors and subcontractors on City
protects. A Ilsting of minority contractors
can be obtained from the Iowa
Department of Economic Development at
(515) 242-4721 and the Iowa Department
of Transportation Contracts Office at
(515) 239-1422.
Bidders shall list on the Form of
Proposal the names of persons, firms,
companies or other parties with whom
the bkkIer Intends to subcontract. This Ii$t
shall include the type of work and approx-
imate subcontract amount(s}.
The Contractor awarded the contract
shall submIt a list on the Form of
Agreement of the propoSed subcontrac-
tors, together with quantities, unit prices
and extended dalliu amounts.
By virtue of statutory authority, pref-
erence must be given to products and
proviSions grown and coal produced with.
In the State of Iowa, and to Iowa domes-
tic labor, to the extent lawfully required
under Iowa Statutes. The Iowa reciprocal
resident bidder, preference law applies to
this Project.
The City reserves the right to reject any
or all proposals, and also reserves the
right to waive technicalities and Irregu-
larities.
Published upon order of the CiW Council
of Iowa City, Iowa.
MARIAN K. KARA,
CITY CLERK
51873
January 28, 2003
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or:
Prepared by: Daniel Scott, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5144
RESOLUTION NO. 03-87
RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO
SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR
CONSTRUCTION OF THE IOWA RIVER DAM RENOVATION AND
PEDESTRIAN BRIDGE PROJECT.
WHEREAS, Schmidt Construction Company of Winfield, Iowa has submitted the lowest
responsible bid of $1 ,696,074.59 for construction of the above-named project.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA, THAT:
1. The contract for the construction of the above-named project is hereby awarded to
Schmidt Construction Company, subject to the condition that awardee secure adequate
performance and payment bond, insurance certificates, and contract compliance program
statements.
2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for
construction of the above-named project, subject to the condition that awardee secure
adequate performance and payment bond, insurance certificates, and contract compliance
program statements.
Passed and approved this 11 th
d.yof o:~~ ;L .
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ATTEST: ~ ~ ~~~
CITY ERK
~ 3("1.}
It was moved by 0 I Donne 11 and seconded by Vanderhoef
adopted, and upon roll call there were:
the Resolution be
AYES:
NAYS:
ABSENT:
x
X
X
X
X
X
X
Champion
Kanner
Lehman
O'Donnell
Pfab
Vanderhoef
Wilburn
pweng\res\firesta3. doc
7f02
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Printer's Fee $..5.:? f .y
CERTIFICATE OF PUBUCATlON
STATE OF IOWA.
JOHNSON COUNIY. SS:
THE IOWA CITY PRESS-CITIZEN
FED. ID #42-0330670
I,
Orlene Maher, being duly sworn, say
that I am the legal clerk of the IOWA
CITY PRESS-CITIZEN, a newspaper
published in said county, and that a
notice, a printed copy of which is
hereto attached, was published in
said paper _I time(s), on the
following date(s):
~~"-"-'-'-~ 10 ,::l..nrL~
@~~G bl cJu.J
Legal Clerk
Subscribed and sworn to before me
this 16 day of :jJ~
A.D. 2003 .
7:77~t1A.1 ~
Notary Public
iJ MA~GARET .~1?~3015S
.' . Comm\5~lon. Nl.'mc~xplres
? ~ My Commission (\4
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OFFICIAL PUBLICATION
The following limitations shall apply to
this Project:
Working Days: 180
Specified Start Date: March 31 2003
Liquidated Damages: $700 per' day
The plans, specifications and proposed
contract documents may be examined at
the office of the City Clerk. Copies of said
plans and specifications and fann of pro-
posal blanks may be secured at the
Office of NNW, Inc. 316 E. College St.,
Iowa City, Iowa, by bona tide bidders.
A $30 non-refundable fee Is required for
each set of plans and specifications pro-
vided to bidders or other interested per-
sons. The fee shall be in the form of a
check, made payable to NNW, Inc.
Prospective bidders are advised that the
City of Iowa City desires to employ minor-
ity contractors and subcontractors 'on City
projects. A listing of minority contractors
can be obtained from the Iowa
Department of Economic Development at
(515) 242-4721 and the Iowa Department
of Transportation Contracts Office at
(515) 239-1422.
Bidders shall list on . the Form of
Proposal the names of persons, firms,
companies or other parties with whom the
bidder intends to subcontract. This list
shaH include the type of work and approx-
imate subcontract amount(s).
The COntractor awarded the contract
shall submit a list on the Form of
Agreement of the proposed subcontrac-
tors, together with quantities, unit prices
and extended dollar amounts.
By virtue of. statutory authority, pref-
erence must be given to products and
provisions grown and coal produced with-
in the State of Iowa, and to Iowa domes-
tic labor, to the extent lawfully required
under Iowa Statutes. The Iowa reciprocal
resident bidder preference law applies to
this Project.
The City reserves the right to reject any
or all proposals, and also reserves the
right to waive technicalities and irregu-
larities. .
Published upon order of the City Council
of Iowa City, Iowa.
MARIAN K. KARR, L
CITY CLERK
51895" - February ,2003
ADVERTISEMENT FOR BIOS
IOWA RIVER DAM RENOVATION &
PEDESTRIAN TRUSS BRIDGE OVER
IOWA RIVER PROJECT
Sealed proposals will be received by
the City Clerk of the City of Iowa City,
Iowa, until 1 0:30 A.M. on the 25th day of
February, 2003, or at a later date and/or
time as determined by the Director of
Public...works or designee, with notice of
said later date and/or time to be pub-
lished as required by law. Sealed propos-
als will be opened immediately thereafter
by the tity Engineer or designee. Bids
submitted by fax machine shall not be
deemed a "sealed bid~ for purposes of
this Project. Proposals will be acted upon
by the City Council at a meeting to be
held In the Emma J. Harvat Hall at 7:00
P.M. on the 11th day of March 2003, or at
such later time and place as may be
scheduled.
The Project will involve the following:
. Repairing the existing Iowa River Dam
. Building new piers on top of dam and
in spillway.
. Placing pre-engineered pedestrian
bridges.
All work is to be done in strict compli-
ance with the plans and specifications
prepared by NNW, Inc., of Iowa City,
Iowa. which have heretofore been
approved by the City Council, and are on
file for public examination in the Office of
the City Clerk.
Each proposal shall be completed on a
form furnished by the City and must be
accompanied in a sealed envelope, sep-
arate from the one containing the propos-
al, by a bid bond executed by a corpora-
tion authorized to contract as a surety in
the State of Iowa, in the sum of 10% of
the bid. The bid security shall be made
payable to the TREASURER OF THE
CITY OF IOWA CITY, IOWA, and shaH be
forfeited to the City of Iowa City in the
event the successful bidder fails to enter
into a contract within ten (10) calendar
days of the City COuncil's award of the
contract and post bond satisfactory to the
City ensuring the faithful performance of
the contract and maintenance of said
Project, if required, pursuant to the provi-
sions of this notice and the other contract
documents. Bid bonds of the lowest two
or more bidders may be retained for a
period of not to exceed fifteen (15) calen-
dar days following award of the' contract,
or until rejection is made. Other bid bonds
will be retumed after the canvass and
tabulation of bids is completed and
reported to the City Council. .
The successful bidder will be required to
furnish a bond in an amount equal to one
hundred percent (100%) of the contract
price, said bond to be issued by a respon-
sible surety approved by the City, and
shall guarantee the prompt payment of all
materials and labor, and also protect and
save harmless the City from all claims
and damages of any kind caused directly
or indirectly by the operation of the con.
tract. and shall also guarantee the
maintenance of the improvement. for a
period of five (5) year(s) from and after its
completion and formal acceptance by the
City Council.
FORM OF AGREEMENT
THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa
("City"), and
Schmidt Construction Co., Inc.
("Contractor").
Whereas the City has prepared certain plans, specifications, proposal and bid documents
dated the ~ day of
January
, 20~, for the Iowa River Dam Renovation &
Pedestrian Truss Bridge Over the Iowa River Project ("Project"), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully
describe the terms and conditions upon which the Contractor is willing to perform the Project.
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NOW, THEREFORE, IT IS AGREED:
1. The City hereby accepts the attached proposal and bid documents of the
Contractor for the Project, and for the sums listed therein.
2. This Agreement consists of the following component parts which are incorporated
herein by reference:
a.
Addenda Numbers
1.2
b. "Standard Specifications for Highway and Bridge Construction," Series of
2001, Iowa Department of Transportation, as amended;
c. Plans;
d.
Specifications and Supplementary Conditions;
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e.
Advertisement for Bids;
f.
Note to Bidders;
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Performance and Payment Bond;
g.
h.
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Restriction on Non-Resident Bidding on Non-Federal-Aid Projects;
>
i.
Contract Compliance Program (Anti-Discrimination Requirements);
j.
k.
Proposal and Bid Documents; and
This Instrument.
The above components are deemed complementary and should be read together. In the
event of a discrepancy or inconsistency, the more specific provision shall prevail.
.~ .
3. The names of subcontractors approved by City, together with quantities, unit
prices, and extended dollar amounts, are as follows (or shown on an attachment):
SEE ATTACHED
4. Payments are to be made to the Contractor in accordance with the Supplementary
Conditions.
DATED this 25
day of March
, 2oS~L.
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C:ontrAr.lor
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(Till!'!) President
Mayor
ATTEST: ;tf5) ~
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ATTEST:
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City Clerk
. (Till!'!) Comptroller
(Company Official)
Approved By:
$~ ".r'>J.,I/)~
City Attorney's Office
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Subcontractors
Iowa River Dam and Pedestrian Bridge Project
L.L. Pelling
1425 West Penn St.
North Liberty, IA 52317
Item Description Quantity Unit Price Total
01 Mobilization 1 LS 2,000.00 $2,000.00
33 Granular Subbase 358 SY 9.73 $3,483.34
34 ACC Pavement 121 TON 79.21 $9,584.00
Total $15,067.34
Advanced Electrical Services, Inc
1233 Gilbert Court
Iowa City, IA 52240
Item
01
22
30
Description
Mobilization
Lighting, as per plan
Conduit, Rigid Steel 4"
Quantity
1
1
1600
Unit
LS
LS
LF
Price
750.00
26,182.00
16.00
Total
Total
$750.00
$26,182.00
$25,600.00
$52,532.00
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!':Fr.TION II _ A!':!':IIRANr.F OF r.OMPI IANr.F
The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program
which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO
THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT.
With respect to the performance of this contract, the contractor, consuilant or vendor agrees as follows:
(For the purposes of these minimum requirements, "contractor" shall Include consultants and vendors.)
a. The contractor will not discriminate against any employee or applicant for employment and will take
affirmative efforts to ensure applicants and employees are treated during employment without regard
to their race, color, creed, religion, national origin, sex, sexual orientation, gender Identity, disability,
marital status, and age. Such efforts shall Include, but not be limited to the following: employment,
promotion, demoJion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of
payor other forms of compensation; and selection for training, frIcludlng apprenticeship. .
b. The contractor will, In all solicitations or advertisements for employees placed by or on behalf of the
contractor, state that It Is an equal opportunity employer.
Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the
regulations (see generally 29 U.S.C. ~ 1608 e1 seq.) and relevant orders of the U.S. Secretary of
Labor. The Secretary of Labor. and not the City, enforces said regulations and orders.
3. Provide a copy of your written Equal Employment Opportunity policy statement.
Where Is this statement posled?
jobsite
4. What Is the name, telephone number and address of your business' Equal Employment Opportunity
Officer?
(Please print)
Charles G. Phelps
(319)257-6714
Phone number
Winfiel&. . IA
Address
5. The undersigned agrees to display, in conspicuous places allhe work site, all posters required by
federal and state law for the duration of the contract. NOTE: The City can provide assistance In
obtaining the necessary posters.
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6. How does your business currently inform applicants, employees, and recruilment sources (including
unions) that you are an Equal Employment Opportunity employer?
payroll amd general expense checks
Company letterhead
Employment applications
Jobsite traliers
The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment
Opportunity policies.
S~hmidt Construction Company Inc.
Business Name
CL~~
Signature
(319)257-6714
Phone Number
Superintendent/ EEO Officer
Title
Charles G. Phelps
Print Name
3/25/2003
Date
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PERFORMANCE AND PAYMENT BOND
Bond No. 54-138690
Schmidt Construction Co.. Inc.. P.O. Box 70. Winfield. I~ 52659 ,as
(Insert the name and address or legal title of the Contractor)
Principal, hereinafter called the Contractor and United Fire and Casualty Comoany
(insert the legal tille of the Surety)
, as Surety, hereinafter called
the Surety, are held and firmly bound unto tlJe City.of Iowa City, '9wa, as .obligee, hereinafter
One Mllllon, S1X Hundrea Nlnety S1X
called the Owner, in the amount of Thousand. Seventy Four and 59/100-------- Dollars
($ 1.696.074.59 ) for the payment for which Contractor and Surety
hereby bind themselves, their heirs, executors, administrators, successors and assigns, Jointly and
severally. ~ ~ c.,
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WHEREAS, Contractor has, as of 7ha;i'J! k ,2/ drJ/;3 . entered into a
Iowa River Dam Renovation & PJg~t~ria~ Truss Bridge over
written Agreement with Owner for . Iowa Avenue .' Project; and _, __
WHEREAS, the Agreement requires execution of this Performance and Payment 6i1d, to
be completed by Contractor, In accordance with plans and specifications prepared by NNW. I nc. ,
which Agreement 15 by reference made a part hereof, and the agreed-upon work is hereafter
referred to as the Project.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if
Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond
shall be null and void; otherwise It shall remain In full force and effect until satisfactory completion
of the Project.
A. The Surety hereby waives notice of any alteration or extension of time made by the
Owner.
Whenever Contractor shall be, and Is declared by Owner to be, In default under the
Agreement, the Owner having perfomned Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly:
1. Complete the Project in accordance with the terms and conditions of the
Agreement, or
Obtain a bid or bids for submission to Owner for completing the Project In
accordance with the terms and conditions of the Agreement; and upon detemnlna-
tlon by Owner and Surety of the lowest responsible bidder, arrange for a contract
between such bidder and Owner, and make available, as work progresses (even
though there may be a default or a suc!J8sslon of defaults under the Agreement or
subsequent contracts of completion arranged under this paragraph), sufficient
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B.
2.
PB.1
funds to pay the cost of completion, less the balance of the Contract price, but not
exceeding the amount set forth in the first paragraph hereof. The term 'balance of
the Contract Price," as used in this paragraph, shall mean the total amount
payable by Owner to Contractor under the Agreement, together with any addenda
and/or amendments thereto, less the amount properly paid by Owner to
Contractor.
C. The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of Ella (5) years from the date of formal
acceptance of the improvements by the Owner.
D. No right of action shall accrue to or for the use of any person, corporation or third party
other than the Owner named herein or the heirs, executors, administrators or successors
of Owner.
IT IS A FURTHER CONDITION OF THIS OBUGATION that the Principal and Surety, in
accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or
corporations having contracts directly with the Principal, includlng any of Principal's subcontrac-
tors, all claims due them for labor performed or materials fumlshed In the performance of the
Agreement for whose benefit this bond Is given. The provisions of Chapter 573, Code of Iowa, are
a part of thIs bond to the same extent as If it were expressly set out herein.
SIGNED AND SEALED THIS
20..QL.
2/# DAY oFj2M.d
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IN THE PRESENCE OF:
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Schmidt Construction Co.. Inc. 'D
(Principal)
1:, ~JJ oy, I/YX~J/J)
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United Fire & Casualty Comoany
.~(surety), 0
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Dianne S. Riley, ttorney-in-fact
P.O. Box 73909
(Street)
Y'Yh~ d j-fi!)J J~
Martha LathrUlWitness
Cedar Rapids, Iowa 52407
(City, State, Zip)
319-399-5256
(Phone)
PB-2
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United Fire Group
Fidelity & Surety Department
POLICYHOLDER DISCLOSURE
NOTICE OF TERRORISM INSURANCE COVERAGE
SURETY BONDS
You should know that, effective November 26, 2002, any losses sustained by the surety
caused by certified acts of terrorism would be partially reimbursed to the surety by the
United States under a formula established by federal law. Under this formula, the United
States pays 90% of covered terrorism losses exceeding the statutorily established deductible
paid by the surety providing the coverage. The portion of your bond premium that is attrib-
utable to coverage for acts of terrorism is $ 0.00. Before any charges are added for terror-
ism coverage in future surety products you purchase, you will be able to make a coverage
election for a then specified premium charge.
The existence of the federal terrorism insurance program does not affect the obligations you
assume in the indemnity agreement.
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HOME OFFICE: 118 Second Ave. SE, PO Box 73909, Cedar Rapids, JA 52407-3909 Phone: 319-399-5700 FAX: 319-399-5425
UND-3290b (3-03)
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UNITED FIRE & CASUALTY COMPANY
HOME OFFICE - CEDAR RAPIDS, IOWA
CERTIFIED COPY Of POWER OF ATTORNEY
(Original on file at Home Office of Company - See Certification)
KNOW ALL MEN BY THESE PRESENTS, That the UNITED FIRE & CASUALTY COMPANY, a corporation duly organized and exisling
under the laws of the Slate of Iowa, and having its principal office in Cedar Rapids, State of Iowa, does make, constitute and appoint
DIANNE S. RILEY, OR JANET ALESSIO, OR CRAIG E. !lANSEN, OR JAY D. FREIERMUTH, OR IIARTHA LATHRUM, OR
BRIAN Il. DEIIlERLY, OR C. JAIlES CUTLER, OR JASON W. HELLICKSON, OR SUZAN K. BLAKE-BUNDY, ALL
INDIVIDUALLY of DES MOINES IA
its true and lawful Attorney(s loin-Fact with power and authority hereby conferred to sign, 'leal and execute in its behalf all iawful bonds,
undertakings and other obligatory instruments Of similar nature as follows: AnY and An Bonds
and to bind UNITED FIRE & CASUALTY COMPANY thereby as fully and to the same extent as if such instruments were signed by the
duly authorized officers of UNITED FiRE & CASUAL TV COMPANY and all the acts of said Attorney, pursuant to the authority hereby
given are hereby ratified and confirmed.
The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE &
CASUALTY COMPANY.
This power of Attorney is made and executed pursuant to and by authority of the following By-Law dUly adopted by Board of
Directors of the Company on April 1 B, 1 973.
"Article V - Surety Bonds and Undertakings"
Section 2, Appointment of Attorney-in-Fact. "The President or any Vice President, or any other officer of the Company may,
from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Company tn the execution of policies of
Insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby,
and the Corporate seal, may be affIXed by facsimile to any power of attorney or special power of attorney or certification of
either authorized hereby; such signeture and seal, when sO used, being adopted by the Company as the original signature of
such officer and the original seal of the Company, to be valid and binding upon the Company with the same for~ and effect as
though manually affixed. Such attorneys-in fact subject to the lIm~ations set forth in their respectiyijcertlllca(~ of author~
shall have full power to bind the Company by their signature and execution of any such instrument.~o a~h the seal of
the Company thereto. The President or any Vice Firesident, the Board of Directors or any other offio.et~fthe eompa.nlq1ey at
any time revoke all power and authortty previously given to any attorney-tn-fact. ... -- -'j I I
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'~ IN WITNESS WHEREOF, the UNITED FIRE & CASUALTY COMPANY has caused these'presents ~b'be si!m~ by
~.~ its vice president and its corporate seal to be hereto affixed this loth clay of March, 2.0.0:3.' -'i .:...'
i CO;;ii1 ill UNiTED FIRE & CASUALTY COMP~-( -: ~.. ~
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~.'":")''' By ~0.--1 ~ ,~
state of Iowa, County of Linn. sse
On lOth day of March, 2003, before me personallY. came RAN:PY A RAMLO
to me known, who being by me duly sworn, did depose aM say; that he reSides In 'Ceaar~apids, State of Iowa; that he is a Vice
President of the UNITED FIRE & CASUALTY COMPANY, the corporation described in and which executed the above instrument; that
he knows the seal of said corporation; thai the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant
~~:~~=~~~v:~~~ :~eb:~~~da~i ~~:: ~f ~~i~ ~,,:~o;r:i~~and that he signed his r;;:zo w~ity, and
"''''', PATTI WADDEll. ~ Notary Public .
ll"';:~ C0'.~MISSION NUMBER 713274 My commiSsion expires: 10/26/2004
. ~ MY COMMISSION EXPIRES
" Ow" , - ,- t 0 ~ (.... - ~2:L.
I, the undersigned officer of the UNITED FIRE & CASUALTY COMPANY, do hereby certify that i have compared the foregoing copy of
the Power of Attorney and affidav~, and the copy of the Section of the by-laws of said Company as set forth in said Power of Attorney,
with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAiD COMPANY, and that the same are correct transcripts thereof, and of
the whole olthe said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect,
"":;,.,. In testim~ ~eof i h~nto subscribed my name and affixed the corporate seal of the said CompanY'
4'; · _ this ' /. Day of h-, 20...o.L'M
" CO.....,
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SECRETARY
UND# 3214B
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A CORO,.
1IIIIIilllllllilli.lillil.I.IIIIIIJ
PRODUCER
515-223-6800
DATE (MM/DDIYYI
3/20/03
THIS CERTIFICATE IS ISSUED AS A MATTER DF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
Holmes. Murphy & Assoc
P.O. Box 9207
Des Moines. IA 50306-9207
COMPANY
A
Bituminous Casualty
INSURED
Schmidt Construction Co., Inc.
111 S. Oak St., PO Box 70
Winfield IA 52659
COMPANY
B
Markel American
COMPANY
C
COMPANY
D
THIS 1$ TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS ANO CONOITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POUCY EXPIRATION UMITS
LTR DATE IMMfDDIVYI DATE (MM/DDIVY)
A GENERAL LIABILITY CLP3143656 7/01/02 7/01/03 GENERAL AGGREGATE 2000000
X COMMERCIAL GENERAL LIABILITY Aggregate per PRODUCTS - COMP/OP AGG 2000000
CLAIMS MADE 0 OCCUR Project PERSONAL & ADV INJURY 1000000
OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE 1000000
FIRE DAMAGE (Anyone fire) 100000
MED EXP (Anyone person) 5000
A AUTOMOBILE LIABILITY CAP3143655 7/01/02 7/01/03 /-'')
COMBINED SINGt.:rLlMIT 3~
x ANY AUTO >~= (-\ 1000000
ALL OWNED AUTOS BODILY INJURY -~
$'
SCHEDULED AUTOS (Per parson)
X HIRED AUTOS i'_"
BODILY INJURY "-,
X NON-OWNED AUTOS (Per accident) !
PROPERTY DAM5GE
GARAGE LIABILITY AUTO ONLY --EA ACCIDENT--- -$
ANY AUTO OTHER THAN AUTO ONLY:
EACH ACCIDENT
AGGREGATE
8 EXCESS LIABILITY CUGA170102 7/01/02 7/01/03 EACH OCCURRENCE 3000000
X UMBRELLA FORM AGGREGATE 3000000
OTHER THAN UMBRELLA FORM
A WORKERS COMPENSATION AND WC3143654 7/01/02 7/01/03 OTH-
'R
EMPLOYERS' LIABILITY 500000
THE PROPRIETOR/ INCL EL DISEASE - POLICY LIMIT 500000
PARTNERS/EXECUTIVE
OFFICERS ARE: EXCL EL DISEASE - EA EMPLOYEE 500000
A OTHER CLP3143656 7/01/02 7/01/03
Contractors $1,842,500 Limit
Equipment $ 300,000 Leased
$5,000 Deductible
DESCRIPTION OF OPERATIONS/LOCATlONSNEHICLES/SPECIAL ITEMS
Iowa River Dam Renovation & Pedestrian Truss Bridge over Iowa Avenue
Project City of Iowa City, Iowa
City of Iowa City
410 E. Washington St.
Iowa City. Iowa 52240
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUGATION OR L1ABIUTY
COMPANY. ITS AGENTS OR REPRESENTATIVES,
AqQ!lQ~~ljl!!.~F.....":'.,iiiAlll!l!lllllll!l!l~l!IlIA1'lQN~lllll
~ 1~~~,~~~~;'~otofl"~a~~~~tiOn
~ Fax: 5[5-239-1325
March 15, 2002
Ref. No. 424
....,.....'
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Schmidt Construction Co., Inc.
P.O. Box 70
Winfield, IA 52659
Dear Contractor:
We acknowledge the receipt of your EEO/AA Policy. Your policy is approved
as meeting the requirements of the EEO/AA Specification. The Specification
requires that each EEO/ AA Policy is reviewed and updated each year. Your
company's compliance success will be judged by tht" efforts achieved by your
company's compliance to your own policy.
Your company's EEO/AA Policy will expire on_APRIL_~O, 2003 and you will
need to renew it at that time.
Thank you for your efforts in developing an acceptable EEO/AA Policy. Please
contact this OffiCl' if we can be of assistance.
Very Truly Yours,
~O/J~t,
Len A. HiIl,1'ir..
Compliance Auditor
.,
LAH:mmm
.,
'J!',""
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,.: --;\-,-. "'.! ,': i",.
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Schmidt Construction Co. Inc.
bridges . culverts . pile driving
Box 70, CORNER OF OAK 8: PINE
WINFIELD, IA 52659
(319) 257-6714
FAX (319) 257-6816
TO ALL EMPLOYEES/APPLICANTS; SCHMIDT
CONSTRUCTION CO., INC.
It is the policy of SCHMIDT CONSTRUCTION CO., INC. To assure
that applicants are employed, and that employees are treated during employment,
without regard to race, religion, sex, color, national origin, age or disability.
Such action shall include: Employment, upgrading, demotion or transfer,
. recruitment or recruitment advertising, layoff or termination, rates of payor
other forms of compensation, and selection for training, including
apprenticeship, pre"apprenticeship and/or on-the-job training.
SCHMIDT CONSTRUCTION CO., INC. EEO/AA Officer is:
Charles G. Phelps
III South Oak
PO Box 70
Winfield, IA 52659
319-257-6714
SCHMIDT CONSTRUCTION/AGC TRAINING PROGRAM
The following is a list of crafts that we will be TRAINING EMPLOYEES in from
time t~ time with the number of hours required to complete training:
CARPENTERS: 2640 HOURS
OPERATORS:
1600 HOURS (crane)
1040 HOURS (dozer)
.
(",
'---.!.
-=.:0
'-
'n
;"-.)
LABOR:
520 HOURS
...,~
.__~I
TRUCK DRIVER:
520 HOURS
o
. \.'::')
All interested employees are to check with the project superintendent on TRAINING
PROGRAM
. 1="......"111 n..p.....RTIINITV ~MPI nV'I'"R .
RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS
PROJECT NAME:
TYPE OF WORK:
Iowa River Dam Renovation & Pedestrian Bridge Project
Dam Repair & New Pedestrian Bridge
DATE OF LETTING:
02/25/2003
A resident bidder shall be allowed a preference as against a non-resident bidder from a state or
foreign country which gives or requires a preference to bidders from that slale or foreign country.
Thaf preference Is equal to the preference given or required by the state or foreign country In
which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to
transact business In this state and having a place of business within the state, and has conducted
business for at least six months prior to the first advertisement for the public improvement. In the
case of a corporation, the above requirements apply as well as the requirement that the
corporation have at least fifty percent of its common stock owned by residents of this state.
This qualification as resident bidder shall be maintained by the bidder and hislher contractors and
subcontractors at the work site until the project is completed.
I hereby certify that the undersigned is a resident bidder as defined above and will remain such
from the start of the project until Its completion.
COMPANY NAME: Schmidt Construction Co.. Inc.
CORPORATE OFFICER:
Elsa H. Grimmer
TITLE:
President
DATE:
3/25/03
1/03
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Preparer Infonnation:
Kevin D. Olson. Assistant City Attornev. 15127" Street Coralville. fA 52241. (319) 351-1266.
PERMANENT EASEMENT AGREEMENT
THIS AGREEMENT, made and entered into by and between City ofIowa City, 410 E. Washington
Street, Iowa City, Iowa 52240, hereinafter referred to as "GRANTOR;" and the City of Coralville, a
municipal corporation, 1512 7th Street, P.O. Box 5127, Coralville, Iowa 52241-0127, hereinafter referred to
as "CITY,"
FOR THE PARTIES' JOINT AND MUTUAL CONSIDERATION IT IS HEREBY AGREED AS
FOLLOWS:
I. THAT UNDERSIGNED GRANTOR states that the GRANTOR is the lawful owner of certain real
estate generally described as the Fee Title Area shown in Exhibit "A" attached to this easement and
by this reference made a part hereof, said ownership is not subject to any other third-party
possessory or proprietary interests (e.g., tenant, easement-holder, contract-purchaser, etc.) except
for
2. That the GRANTOR hereby covenants that the GRANTOR is lawfully seized and possessed of the
real estate described above, and that the GRANTOR has a good and lawful right to grant the
permanent easement described herein.
3. That the GRANTOR hereby grants and conveys to the CITY an exclusive permanent easement for
the purposes of constructing, maintaining, repairing, using and reconstructing of a gazebo facility,
along with necessary sidewalk, step and landscape improvements in the permanent easement
areas described and shown in "Exhibit A" attached hereto in connection with that certain
improvement project "IOWA RIVER DAM RENOVATION AND PEDESTRIANTRUSS
BRIDGE PROJECT," hereinafter referred to as the "Project." Both GRANTOR and CITY
expressly agree that the improvements will be constructed only on that portion of the property
described on Exhibit "A" that is shown on the approved construction plans.
4. That the CITY shall have the right to make excavations and to grade as it may find reasonably
necessary for the construction, installation, operation, repair, maintenance and reconstruction of
the Project in the permanent easement area.
5. That the CITY shall have the right to trim and remove all trees and bushes which may interfere with
I
the exercise of the CITY'S rights pursuant to this Agreement.
6. That the CITY shall have the right of ingress and egress to and from the easement area by such
route as shall occasion the least practical damage and inconvenience to the GRANTOR.
7. That the GRANTOR reserves the right to use the above-described easement area for purposes
which shall not interfere with the rights granted in this Agreement.
8. That, specifically and without limiting the general restriction of use set forth in Paragraph 7 above,
the GRANTOR shall not erect, construct or locate in the permanent easement area any structure or
object that would prevent the CITY's reasonable access to the permanent easement area or prevent
the public's full enjoyment of the rights granted hereunder, nor shall the GRANTOR allow or cause
any substantial fill or cut over said easement without the written consent of the CITY, which
consent shall not be unreasonably withheld.
9. That the CITY agrees to promptly repair any damages within the permanent easement area, with the
intent being to restore the surface of said area to as close to original condition as is reasonably
practicable given the permanent rights granted hereunder.
10. That the CITY shall indemnifY GRANTOR against (i) any loss, damage or injury to the
GRANTOR or the GRANTOR's property, and (ii) any loss, damage, injury, claim or other liability
to any third party which may occur as a result of the CITY's, or its representatives', agents', or
contractors' exercise of the easement rights granted hereunder, except for loss which may be
occasioned by a diminution in business or personal use.'
II. That the GRANTOR acknowledges that possession of that certain real property described in Exhibit
"An attached hereto is the essence of this agreement and the GRANTOR does hereby grant the
CITY immediate possession of said real property.
12. That the GRANTOR states and warrants that there is no known well, solid waste disposal site,
hazardous substances, or underground storage tanks on the premises described and sought herein.
13. That the CITY will replace any property pins displaced because of the Project construction.
14. That provisions hereof shall inure to the benefit of and bind the heirs, successors, personal
representatives and assigns of the respective parties hereto, and all covenants shall apply to and run
with the land. This Agreement shall be recorded at the time of its execution with the understanding
that the CITY has complete and absolute sole ownership, use and control of the facilities and
equipment constructed in the permanent easement area in accordance with the grant of rights
conveyed herein.
15. That this written Permanent Easement Agreement shall be fully binding upon the parties hereto. No
waiver, change, modification or amendment of this Agreement shall be binding upon the
GRANTOR or the CITY unless in writing and signed by both parties. The waiver by either party of
a breach of any provision of this Agreement shall not operate or be construed as a waiver of any
subsequent breach of that provision or of any other provision or condition in this Agreement.
2
16. That this written Permanent Easement Agreement is intended to set forth all of the commitments,
responsibilities and obligations as between the GRANTOR and the CITY in connection with the
easement rights granted herein.
Dated this /q
day of
~R.CI.l
,2003.
;g~ dl
/41.
rnest W. Lehman, if:
CITY OF CORALVILLE:
9:-:'" ;;e ~'JA47/-
m L. Fausett, Mayor ,
ATTEST:
~A/'..,/?A./ k . ~AA)
Marian K. Carr, City Clerk
ATTEST:
l1~e~~i~
STATE OF IOWA, COUNTY OF JOHNSON, ss:
On this I f)'iil day of ~ ,2003, before me, the undersigned, a Notary Public in and
for the State of Iowa, personally appeared Jim L. Fausett and Nancy J. Beuter, to me personally known,
who, being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of
Coralville, Iowa; a municipal corporation; that the seal affixed to the foregoing instrument is the corporate
seal of the corporation, and that the instrument was signed and sealed on behalf of the corporation, by
authority of its City Council, as passed by Resolution of the City Council; and Jim L. Fausett and Arlys
Hannam acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary
act and deed of the corporation, by it voluntarily executed.
i LAURIE GOODRICH
o \ Commission Number 711410
. . My Com !sslon Ex "res
ow
1FOI V:u9:Joo~
A Notary Public in and for the State of Iowa
My commission expires: 4- IIDI 03
On this Iq day of MAf2C~ .2003, before me, the undersigned, a Notary Public in and for the
State of Iowa, personally appeared Ernest W. Lehman and Marian K. Carr, to me personally known, who,
being by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of Iowa
City, Iowa; a municipal corporation; that the seal affixed to the foregoing instrument is the corporate seal of
the corporation, and that the instrument was signed and sealed on behalf of the corporation, by authority of
its City Council, as passed by Resolution of the City Council; and Ernest W. Lehman and Marian K. Carr
acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary act and
deed of the corporation, by it voluntarily executed.
Approved By
ifl~ . .
.//. <:::;:::'--t; >;/'rtd ~
:kw.... City mey's Office
3
~N SONDRAEFORT
~ Commission Number 159791
. . My Commission Expires
ow -7-0
.s G1Y1CbtaL 1="........-6
A Notary Public in and for the State of Iowa
My commission expires: :3 - 7 - 0("
4
Eltklb,'t U A"
FEE TITLE AREA
That part of parcel of land described in Book 2047, Page 239 in The Office of the Johnson County Recorder, in Government Lot 3
in the Southeast Quarter of Section 5, Township 79 North, Range 6 West of the 5th Principal Meridian, in the City of Coralville,
Johnson County, Iowa, described as follows:
Commencing at the southeast comer of said Southeast Quarter of Section 5; thence North 89035'55" West (North 89034'42"
West-record) along the south line of said Southeast Quarter 1,686.23 feet (1,686.50 feet-record) to the east right of way line of
First Avenue; thence North 02007'04" West (North 01002'00" West-record) along said right of way line 590.56 feet (590.00
feet-record) to the southwesterly corner of said parcel recorded in Book 2047; thence continuing North 02007'04" West (North
01002'00" West-record) along said right of way line 124.21 feet (124.10 feet-record); thence North 25050'01" West (North 24045'00"
West-record) along said right of way line 52.00 feet; thence Nor1h 14042'55" West (North 13037'46" West-record) along said right of
way line 123.00 feet; thence North 01057'51" East (North 03003'12" East-record) along said right of way line 154.50 feet to the
northwest corner of said parcel; thence South 84049'10" East (South 83043'00" East-record) along the northerly line of said parcel
104.00 feet to the point of beginning; thence continuing South 84049'10" East (South 83043'00" East-record) along said northerly
line 13.98 feet to the northeast comer of said parcel; thence South 25033'34" East (South 24029'06" East-record) along the easter1y
line of said parcel10G.62 feet; thence South 58010'36" West (South 59015'04" West-record) along said easterly line 20.51 feet;
thence South 31049'24" East (South 30044'56" East-record) along said easterly ilne 46.40 feet; thence South 58010'36" West
(South 59015'04" West-record) along the southwesterly extension of said easterly line 16.14 feet; thence Nor1h 32'30'59" West,
47.80 feet; thence North 13022'33" West, 119.12 feet to the point of beginning, containing 3,558 square feet.
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r--' 67r.~i~~~~T~~~1~fR ASSOCIATION Kevin D. Olson ISBA # 16077
",PNG, 03:32 0
. i<9.8t5Pf_GE
03APR -4 PHI: 5
JOHHSO" COUijTY RECORD
IOlfAChY. IOWA
FOR THE LEGAL EFFECT OF THE USE OF
THIS FORM, CONSULT YOUR LAWYER
REAL SITATE TRANSFER
TAX PAID
Tri" fer Fee /:;'.CJ()
fk'Jder Fee- 1/. oc;-
Total . I in ,en
$133. ~O
K1mb~'lnter
1~E~ _ It Johnson
DATE COUNlY
Preparer ...- .--
Information KeVin D. Olson 1512 7th Street, Coralville, (319) 248-1700
Individual's Name Street Address
City
Phone
SPACE ABOVE THIS LINE
FOR RECORDER
11""< Address Tax Statement:
~ .
o .
- .
. ,
...,r 0"4:
"'OCil"~"
City oflowa City, 410 E. Washington St., Iowa
City, Iowa 52240
WARRANTY DEED
For the consideration of One
Dollar(s) and other valuable consideration,
RPW Investments, LLC, a limited liability companv
do hereby Convey to
City of Iowa City, Iowa" a municipal corporation
the following described real estate in Johnson County, Iowa:
That parcel ofland located in Government Lot 3 in the SE 1/4 of Section 5, Township 79 North, Range 6 West of the
5th P.M., in the City of Coralville, Johnson County, Iowa, all as shown on the acquisition plat that is recorded in Book
L:I5. at Pag~, of the Plat Records of Johnson County, Iowa.
This conveyance is exempt from the provIsIons of a declaration of value statement
pursuant to ~428A,1, Iowa Code (2001); acquisition by contract for public purpose through
exercise of power of eminent domain.
Grantors do Hereby Covenant with grantees, and successors in interest, that grantors hold the real estate
by title in fee simple; that they have good and lawful authority to sell and convey the real estate; that the real
estate is Free and Clear of all Liens and Encumbrances except as may be above stated; and grantors
Covenant to Warrant and Defend the real estate against the lawful claims of all persons except as may be
above stated Each of the undersigned hereby relinquishes all rights of dower, homestead and distributive
share in and to the real estate.
Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or
plural number, and as masculine or feminine gender, according to the context.
STA
(Grantor)
(Grantor)
(Grantor)
(Grantor)
Notary blic
IS form of acknowledgment for individual grantor(s) only)
000489
@ The Iowa Slale Bar Association
IOWADOCS" 2000
1 01 WARRANTY DEED
Revised Janua ,2000
. THE IOWA STATE BAR ASSOCIATION
Official Form No. 193 iSBA #
FOR THE 'LEGAL EFFECT OF THE USE OF
THIS FORM, CONSULT YOUR LAWYER
II"", .
~ t,
..,.", o~
"'OCI""'>
STATE OF
.Low It
, COUNTY OF JO~lIf5lA.
, ss:
On this 13 day of JeJNo(f).Y ~'3 , before me, a Notary Public in and for the said State,
personally appeared Rawly P w~ , to me personally known, who being by me duly
sworn did say that that person is fvb't~rL (Insert title of executing member)
of said limited liability company, that (the seal affixed to said instrument is the seal of said) (no seal has been
procured by the said) limited liability company and that said instrument was signed (and sealed) on behalf of
the said limited liability company by authority of its managers and the said RCl.J.y r. 1Lk--.:d
acknowledged the execution of said instrument to be the voluntary act and deed of said limited liability company
by it voluntarily executed.
-t(~~
, Notary Public in and for said State.
(Section 558.39, Coda of Iowa)
Acknowledgment: For use in the case of limited liability companies
000490
I!) The Iowa Slate Bar Association
IOWADOCS Tld 1199
of' :':',IT""
:r:m~ c..( . TA r
"' .. "''flj i $I<i
Oh~1II
LEOOMENT
January,1999
Entered upon transfer books
a1P for taxation this
9r11d'YOfJ!JRti;, J ,20c3
'~UD1TOR
By J~"(
FILED
Johnson Co. Iowa
nei( i i-! 2003
/- 0'~
COUNTY AUDITOR
RETURN TO:
CIlY ATTORNEY'S OrnCE
410 E. WASHINGtON STREEt
IQl'aQ1lI1152240
$'3fSf:)
I ~ 1
:t~I~~tt
~"Sr_IIII"
.......~
CITY OF IOWA CITY
410 East Washington Street
Iowa City. Iowa 52240-1826
(319) 356-5000
(319) 356-5007 FAX
www.icgov.org
ENGINEER'S REPORT
May 12, 2006
City Clerk
City of Iowa City, Iowa
Re: Iowa River Dam Renovation Project
Dear City Clerk:
I hereby certify that the construction of the Iowa River Dam Renovation Project has been
completed by Schmidt Construction Co., Inc. of Winfield, Iowa in substantial accordance with
the plans and specifications prepared by the Iowa City Engineering Division.
The final contract price is $1,876,509.82.
I recommend that the above-referenced improvements be accepted by the City of Iowa City.
Sincerely,
?~~7 L---
Ronald R. Knoche, P.E.
City Engineer
pwenglengrpt-iowa river dam.doc
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Prepared by: Daniel Scott, Project Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5144
RESOLUTION NO.
06-1';8
RESOLUTION ACCEPTING THE WORK FOR THE
IOWA RIVER DAM RENOVATION PROJECT
WHEREAS, the Engineering Division has recommended that the work for construction of the Iowa
River Dam Renovation Project, as included in a contract between the City of Iowa City and
Schmidt Construction Co., Inc. of Winfield, Iowa, dated March 25, 2003, be accepted; and
WHEREAS, the Engineer's Report and the performance and payment bond has been filed in the
City Clerk's office; and
WHEREAS, the final contract price is $1,876,509.82.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa.
Passed and approved this
23rd
d"m ~.,
MAYOR
,20 06
L~Aft
-,
Approved by
ATTEST:R~'L~~K) k'. K~
~~
~i Attorney' Offi~
>I"7/~
It was moved by Champion and seconded by Vanderhoef
adopted, and upon roll call there were:
the Resolution be
AYES:
NAYS:
ABSENT:
x
J{
x
x
x
x
x
Bailey
Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
pweng\res\iowa river dam work.doc