HomeMy WebLinkAboutPAVEMENT REPLACEMENT FOR WATER MAIN
PAVEMENT
REPLACEMENT FOR
WATER MAIN
PROJECT /
2007
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CITY OF IOWA CITY
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT
FOR THE
2007 PAVEMENT REPLACEMENT FOR WATER MAIN PROJECT
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 Professional Engineer under the laws of the State of
Iowa,
SIGNED:
DATE:
~T~
Ronald R Knoche, P.E
City Engineer
Iowa Reg. No. 15570
3/1,,11.007
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CITY OF IOWA CITY
ENGINEER'S ESTIMATE OF COST
410 East Washington Street
Iowa City, Iowa 52240-1826
(319) 356-5000
(319) 356.5009 FAX
www.icgov.org
March 20, 2007
City Clerk
City of Iowa City, Iowa
Re: 2007 PAVEMENT REPLACEMENT FOR WATER MAIN PROJECT
Dear City Clerk:
The estimated cost of this project is $116,000.
Sincerely,
-p:.A (Z-~
Ronald R. Knoche, P.E.
City Engineer
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TABLE OF CONTENTS"
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TITLE SHEET
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TABLE OF CONTENTS
PaQe Number
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 Payment................................................
Section 01310 Progress and Schedules ........ .... .......... .... .... ........... ....... .....
Section 01570 Traffic Control and Construction Facilities...........................
DIVISION 2 - SITE WORK
Section 02050 Demolitions, Removals and Abandonments........................
Section 02100 Site Preparation...... .... ........... ......... ... ....... .... ....... .... ..... .... ...
Section 02220 Earth Excavation, Backfill, Fill and Grading.........................
Section 02510 Hot Mix Asphalt Paving....... ...... ...... ........... ..... ............ ........
Section 02515 Pavers.................................................................................
Section 02520 Portland Cement Concrete Paving......................................
Section 02524 Curb Ramps ........................................................................
PLANS ....................................................................................................................
01 01 0-1
01025-1
01310-1
01570-1
02050-1
02100-1
02220-1
02520-1
02515-1
02520-1
02524-1
W-1
ADVERTISEMENT FOR BIDS
2007 PAVEMENT REPLACEMENT FOR WATER
MAIN PROJECT
Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until 10:30
AM. on the 24th day of April, 2007, 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. Pro-
posals 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 1st day of May 2007 or at such
later time and place as may be scheduled.
The Project will involve the following:
Replacement of 1,560 SF PCC Pavement and
Driveways, 950 SF of HMA Pavement and
Driveways, 65 SF of Brick Pavers, 3,955 SF of
4" Sidewalk, 590 SF of 6" Sidewalk and Curb
Ramp, 196 SF of ADA Truncated Domes, and
5,890 SF of Removals.
All work is to be done in strict compliance with
the plans and specifications prepared by the Iowa
City Engineers Office, 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,
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
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
City Council.
The successful bidder will be required to furnish
a bond in an amount equal to one hundred
C,.)
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AF-1
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ADVERTISEMENT FOR BIDS
2006 PAVEMENT REPLACEMENT FOR WATER
MAIN PROJECT
Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until 10:30
A.M. on the 24th day of April, 2007, or at a later
date and/or time as determined by the Director of
Public Works or designee, with notice of said lat
date and/or time to be published as required y
law. Sealed proposals will be opened immedi ely
ereafter by the City Engineer or designee. ids
s bmitted by fax machine shall not be dee ed a
"s led bid" for purposes of this Proje . Pro-
pos Is will be acted upon by the City Co cil at a
mee g to be held in the Emma J. Ha t Hall at
7:00 M. on the 1st day of May 2007 r at such
later ti e and place as may be sched ed.
The Pr 'ect will involve the followin .
Repla ement of 1,560 SF PCC avement and
Drivew ys, 950 SF of HMA avement and
Drivewa s, 65 SF of Brick P ers, 3,955 SF of
4" Sidew k, 590 SF of 6" Idewalk and Curb
Ramp, 19 SF of ADA Tr cated Domes, and
5,890 SF of emovals.
All work is to b done in trict compliance with
the plans and spe 'ficatio prepared by the Iowa
City Engineers Offi e, of Iowa City, Iowa, which
have heretofore be n approved by the City
Council, and are on fi for public examination in
the Office of the City k.
Each proposal sh I b completed on a form
furnished by the Ci and ust be accompanied in
a sealed envel pe, se arate from the one
containing the pr. posal, by bid bond executed
by a corporatio authorized t contract as a surety
in the State of owa, in the su of 10% of the bid.
The bid sec ity shall be ma e payable to the
TREASURE OF THE CITY F IOWA CITY,
IOWA, and shall be forfeited to he City of Iowa
City in th event the successfu bidder fails to
enter into contract within ten (10) calendar days
of the ty Council's award of the contract and
post b d satisfactory to the City nsuring the
faithfu performance of the contract nd mainte-
nanc of said Project, if required, pur ant to the
pro IS ions of this notice and the oth contract
d uments. Bid bonds of the lowest tw or more
dders may be retained for a period not to
xceed fifteen (15) calendar days followin award
of the contract, or until rejection is made. Other
bid bonds will be returned after the canvas and
tabulation of bids is completed and reported t the
City Council.
The successful bidder will be required to fur ish
a bond in an amount equal to one hundred
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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:
Specified Completion Dates:
Division I: July 2, 2007
Division II: August 6, 2007
Division III: September 28,2007
Liquidated Damages: $50.00 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 City of Iowa City Engineers Office, Iowa City
Iowa, by bona fide bidders.
A $10.00 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 City of Iowa
City.
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
AF-2
NOTE TO BIDDERS
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1. The successful bidder and all subcontractors are required to submit aUeast 4 days prior to
award three references involving similar projects, including at 'f~~:st . one linun.i.~~al
reference. Award of the bid or use of specific subcontractors maib~:tleni~c!l if sufFic'ient
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 the name, address and
phone number of the contact person, for City verification.
3.
Bid submittals are:
Envelope 1:
Envelope 2:
Bid Bond
Form of Proposal
NB-1
FORM OF PROPOSAL
2007 PAVEMENT REPLACEMENT FOR WATER MAIN PROJECTS
CITY OF IOWA CITY
NOTICE TO BIDDERS:
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PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE B<QUND
VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPO~8~':ARE i '-.,t'A
CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. .
Name of Bidder
Address of Bidder
TO: City Clerk
City of Iowa City
City Hall
410 E. Washington St.
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.
ITEM DESCRIPTION UNIT ESTIMATED UNIT EXTENDED
QUANTITY PRICE AMOUNT
DIV. 1- Laurel StlCarroll St
Tentative Duration May 21 thru July 2, 2007
1 HMA Pavement SF 520 $ $
2 4" Sidewalk SF 2030 $ $
3 6" Sidewalk/Curb Ramp SF 180 $ $
4 PCC Curb and Gutter LF 10 $ $
5 ADA Detectable Warning SF 100 $ $
Truncated Domes
6 Pavement, Driveways, Sidewalk, Curb and Gutter SF 2310 $ $
Removals
Subtotal $
FP-1
DIV. 2- Golfview Ave (University Hei~) ,--. r"
Tentative Duration July 2 thru August G~200T' )
1 PCC Pavements ' 'I Ii,' PH ". " ~F 950 $ $
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2 PCC Driveway Approach (' SF 270 $ $
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3 4" Sidewalk (,: I \/ InlA'A SF 940 $ $
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4 6" Sidewalk/Curb Ramp SF 185 $ $
5 Curb and Gutter LF 10 $ $
6 ADA Detectable Warning SF 16 $ $
Truncated Domes
7 Pavement, Driveways, Sidewalk, Curb and Gutter SF 2,000 $ $
Removals
Subtotal
DIV. 3- Dewey Street
Tentative Duration AUQust 6 thru Sept 28, 2007
1 PCC Pavements SF 240 $ $
2 HMA Pavements SF 430 $ $
3 PCC Driveway Approach SF 100 $ $
4 Brick Paving, Removal and Replace SF 65 $ $
5 4" Sidewalk SF 985 $ $
6 6" Sidewalk/Curb Ramp SF 225 $ $
7 Curb and Gutter LF 10 $ $
8 ADA Detectable Warning SF 80 $ $
Truncated Domes
9 Pavement, Driveways, Sidewalk, Curb and Gutter SF 1,580 $ $
Removals
Subtotal
Extended
Total
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:
FP-2
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NOTE: All subcontractors are subject to approval by City.
20 Pi! ~: 33
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The undersigned bidder certifies that this proposal is made in good fr)~~;;:ar\d ,~AoU~
collusion or connection with any other person or persons bidding on the work. fe. VV/\ i ii' iU'}JJ\
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-3
BID BOND
, as Principal, and
as SuretYzh~ ~t M'f ~~ -re1d and are firmly bound unto the City of Iowa City, Iowa,
hereinafter called "OWNER," in the sum of
10' SIT'(~ ,g,l/E\~~ , Dollars ($ ) to pay said sum as herein
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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
Project.
FILI=,[)
NOW, THEREFORE,
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(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,
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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.
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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
, AD., 20_,
Witness
Witness
BB-1
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FORM OF AGREEMENT
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THIS AGREEMENT is made and entered into by and between the'CifyOflowa City, Iowa
("City"), and
("Contractor") .
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Whereas the City has prepared certain plans, specifications, 1?':?P9s~t~rid:.~? documents
dated the _ day of _' 20_, for the 2007 Pavement RePlad~~'ht ~6fl-~a~~~\J~in 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
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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
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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.
AG-1
3. The names of subcontractors approved by City, together with quantities, unit
F" r[-,
i L.tprtioeS, and extended dollar amounts, are as follows (or shown on an attachment):
2001/'IAR20 Pl'l ~:37
CIT\{ Cl Ff-~i<
IO\NA CITY IO\fJA
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4.
Payments are to be made to the Contractor in accordance with the Supplementary
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Conditions.
DATED this
day of
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Contractor
By
(Title )
ATTEST:
(Title )
(Company Official)
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Approved By:
City
By
Mayor
ATTEST:
City Clerk
City Attorney's Office
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AG-2
PERFORMANCE AND PAYMENT BOND
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(insert the name and address or legal title of the Contractor)
Principal, hereinafter called the Contractor and
(insert the legal titlel~',m~1 ~~~tr).'I;;~'VA
1'___ v\ {'.'" \...j, I i' 1\..1'
, 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
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(date)
written Agreement with Owner for 2007 Pavement Replacement for Water Main_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 Iowa
City Engineering Division, 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
funds to pay the cost of completion, less the balance of the Contract Price, but not
PB-1
exceeding the amount set forth in the first paragraph hereof. The term "balance of
F\ \...E.c) the Contract Price," as used in this paragraph, shall mean the total amount
')'~nl hf.\F; 20 PI1 4: 31 payable by Owner to Contractor under the Agreement, together with any addenda
L\j~ and/or amendments thereto, less the amount properly paid by Owner to
C\T\' ~d~R'\'O'~iNA Contractor.
, I fA "'T'~! 'v
\O~~ \",\t. I The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of five (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
IN THE PRESENCE OF:
(Principal)
Witness
(Title)
(Surety)
Witness
(Title)
(Street)
(City, State, Zip)
(Phone)
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Contract
Compliance Program
~~
CITY OF IOWA CITY
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SECTION I - GENERAL POLICY STATEMENT
ZuGl HI\R 20 PM 4: 31
It is tb~ pO~cy-pf, Vle City of Iowa City to require equal employment opportunity in all City contract work. This
poua~ pro~bit81q[i~primination by the City's contractors, consultants and vendors and requires them to ensure
\m/~Plic\3))tsl~g employment with them and their employees are treated equally without regard to
race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status,
and age.
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
SECTION II - ASSURANCE OF COMPLIANCE
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The following sets forth the minimum requirements of a satisfactory Equal Employmen! ?l?~prwnit.x PhQgrtir;n..., 3
which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF.!~lSISE~TI~ 'YO,)
THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT.
CJi'\ C.: ", \
With respect to the performance of this contract, the contractor, consultant or vendoO'Wf~s]i~ft9116.~jA
(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. 9 1608 et sea.) 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 posted?
4. What is the name, telephone 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. CI f-iCl!! ~es your business currently inform applicants, employees, and recruitment sources (including
I I.mlOrls))that you are an Equal Employment Opportunity employer?
Z001 MAR 20 Pl;~: 37
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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
CC-3
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SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLO'(l~~Nf-O~ORTUNITIES
I I... . ..' -
1.
COMPANY POLICY
., 00 [')1":' II: 33
1\ '- I I ,
Determine your company's policy regarding equal employment opportunitie~.,Q9clJmel1t;the policy and post
it in a conspicuous place so that it is known to all your employees. Furthermore, ;di~~e.FAi~~1 Ahe policy to all
potential sources of employees and to your subcontractors asking theit@t1\)i>erlation, -rt~eVPt>'1icy 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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IOW/\ CITY, IO\^IA
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.
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CC-5
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2-5-1 2-3-1
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CHAPTER 3
DISCRIMINATORY PRACTICESnal R 20 PI; 4: 33
SECTION:
C.
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It shaH 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 memberohlp 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)
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, race, religion, sex or sexual
orientation.
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.
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.
2. Disabllltles 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 or
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-
porary disabilities.
E. It shall be unlawful for any person to
solicit or require as a condition of
employment of any employee or pro-
697
Iowa City
CC-6
III C r, 2-3-1
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7lTl ~1t\l~ 20 Pt,\ 4: 31spective employee a test for the pres-
~,. '0 cnce of the antibody to the human
(' !-\r' ('ll ~ \~\< imm. unodeficiency virus. An agree-
..)1 I ,-'-..,..
'O'l,,,,,, ('ITY IO'NA ment between an employer, employ-
\ d-\ ,) I I 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 tor 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 quallflca-
tions are related to a bona fide reli-
gious purpose. A r.ellglous 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 shall be presumed to
be a bona fide occupational qualifica-
tion. (Ord. 94-3647,11-8-1994)
897
Iowa City
CC-?
2~3-1
2. An employer or employment agency
which chooses to offer employment or
advertise for employment to only the
disabled or elderly. Any such employ-
ment or offer 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 shall 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
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Division 11, General Requirements and Covenants of the Iowa DepartmentCDrTran$#cJrit~tion
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"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
2001 ~ii~R 20 FM 4: 31
ARTICLES WITHIN THIS SECTION
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lO'VI/P,\ CI TV, lUNA
S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
Definitions
Limitations of Operations
Insurance
Supervision and Superintendence
Concerning Subcontractors, Suppliers and Others
Compliance with OSHA Regulations
Employment Practices
Contract Compliance Program (Anti-Discrimination Requirements)
Measurement and Payment
Taxes
Construction Stakes
Restriction on Non-Resident Bidding on Non-Federal-Aid Projects
~-
Caption and Introductory Statements
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 IDOT STANDARD SPECIFICATIONS:
"---'
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.
SC-1
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S-3 INSURANCE.
A. CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION
,-/, "-',
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1.
Before commencing work, the Contractor shall submit to ttrl.tn<r~X\ 0101; rPPBrpval a
Certificate of Insurance, meeting the requirements specified herein, ~d~\.fn efrett:tarS
the full contract period. The name, address and phone numbef".,of/th.e. ip~,ur/ance
company and agent must accompany the certificate. The ,~rw i~oli!s.t:reQuired
hereunder must apply to this Project only. ' v Vi",. 1,1 J \( iC)'/v'A
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:
Tvpe of Coveraoe
Comprehensive General Liability Each Occurrence Aaareaate
Bodily Injury & Property Damage* $1,000,000 $2,000,000
Automobile Liability Combined Sinole Limit
Bodily Injury & Property Damage $1,000,000
Excess Liability $1,000,000 $1,000,000
Worker's Compensation Insurance as required by Chapter 85, Code of Iowa.
*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
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
SC-2
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1''' ,'H> r1. 4:T1'? City prefers that Contractor pro~ide it v:"ith "occurr~nce form" liability insurance
LJul h.\h 20 I' coverage. If Contractor can only provide "claims-made" Insurance coverage, then the
_._ "..' r":'K Contractor must comply with the following requirements:
C\ \ Y LlL\'-~
\O~VjA. cny, \CN~ If the Contractor changes insurance carriers, or if Contractor's insurance
coverage is canceled, during the contract period or within two years after City's
acceptance of the work, Contractor agrees to immediately notify the City of such
event.
limitations not common to the type of coverage being provided, such exclusions or
limitations shall be noted on the Certificate of Insurance.
-'::-
b. 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.
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.
,~
C. HOLD HARMLESS
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
'--
SC-3
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 emplpY~ pY ~~her of
them. ,-... ,,-
2.
Contractor is not, and shall not be deemed to be, an agent or ~~td~~~ ti?~i (]fy::b1
Iowa City, Iowa.
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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 IDOT 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 utilized, the CONTRACTOR shall furnish
documentation of all efforts to recruit MBE's.
S-6 COMPLIANCE WITH OSHA REGULATIONS.
Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS:
The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910
(General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The
Contractor and all subcontractors are solely responsible for compliance with said regulations.
The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals
or materials that will be at the job site. The Material Safety Data Sheets will be submitted to
the Project Engineer prior to the start of construction and supplemented as necessary
throughout the project. This data is being provided for informational purposes only and does
not relieve the contractor of any obligations for compliance with applicable OSHA and State
laws regarding hazardous chemicals and right-to-know.
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 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 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
SC-4
person or employee.
C\ \ (:\',
\- \ !..._..1..) To discharge from employment or refuse to hire any individual because of sex, race, color,
Pi,l lR~~igjon, national origin, sexual orientation, gender identity, marital status, age, or disability
'wn \' 20 \ -\.In'1'ess such disability is related to job performance of such person or employee.
C\~\.'{ ~~\~~~~TRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS).
\OWh CI \ I, II..
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.
S-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.
S-1 0 TAXES.
\.--'
Contractors and approved subcontractors will be provided a Sales Tax Exemption Certificate to
purchase building materials, supplies, or equipment in the performance of the contract. The Contractor
shall submit the information necessary for the certificates to be issued.
S-11 CONSTRUCTION STAKES.
'-~
Replace the last paragraph of 1105.06 of the lOOT Standard Specifications with the following:
The Contractor shall be responsible for the preservation of stakes and marks. Any
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.
Note that these reauirements involve onlv hiahwav proiects not funded with Federal
monies.
-"".
--
SC-5
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RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERALCAIIDi?ROJECTS
2[;07 20 PH 4: 33
PROJECT NAME:
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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:
3/07
data on citynUEng/MasterSpecslfrontend.doc
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SECTION 01010
2:)G7It~t; 20 PH 4: 37
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PART 1- GENERAL
SUMMARY OF THE WORK
General description, not all inclusive.
A. Base ~id Work:
1. Remove Portland Cement Concrete and Hot Mix Asphalt pavements, driveways,
parking lots, curbs and gutters, sidewalks, curb ramps and other miscellaneous items.
2. Remove Brick pavements~ Salvaged brick shall become the property of the City.
r-
3. Removal and disposal of existing temporary rock backfill.
4. Sawcutting of existing pavement, sidewalks, curbs and gutter, curb ramps prior to
reconstruction.
5. Construct Portland Cement Concrete and Hot Mix Asphalt pavement, driveways,
parking lots, curb and gutters, sidewalks, curb ramps and other miscellaneous items.
6. Furnish and install reinforcing steel and chairs for the Portland Cement Concrete
pavement, sidewalks and curb ramps.
7. Seal all sawcuts and expansion joints.
8. Provide traffic and pedestrian control during all phases ofthe project.
9. Coordinate work schedules and traffic control with City staff.
10. Other work associated with pavement, sidewalks, and curb ramp repairs due to utility
work.
3/06
shared\engineerlspecs-ii\O I 0 I 0
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SECTION 01025
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MEASUREMENT AND P A YME~"1
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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
ofthis Section. The Contractor will be given an opportunity to be present during measurement.
B. Measurement shall be rounded to the nearest half-foot.
C. Contractor shall submit a list of locations with square footage for payment.
1.03 SCOPE OF PAYMENT:
A. The Contractor shall accept the compensation as herein provided as full payment for furnishing 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 payment will be made.
PART 2 - PRODUCTS
2.01 NONE
PART 3 - EXECUTION
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. It is not the
City's policy to pay for materials and equipment stored or furnishings fabricated off site.
01025-1
Fll --r'
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3.02 BID ITEMS:
'l001 Ml\R 20 PH 4: 36
k A. GENERAL
'O~~r\~~~4-~tmloWing subsections describe the measurement of and payment for the work to be done under the
I ,,-' I il~6i'svfi'sted 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
his/her 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.
All trees and shrubs shall remain and be protected from damage. Special precautionary measures required
to prevent injury or damage to said tree, shrub or root system shall be considered incidental.
~~
The prices for those items which involve grading or excavation shall include 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.
',~
The Contractor shall be responsible for furnishing, installing, maintaining, moving, relocating, and
removing all traffic control devices including barricades, safety fencing, drums, lights, standard signs,
temporary barrier rails, sequential flashing arrows, flaggers, uniformed officers, temporary pavement
markings and orange safety fence at road closures. The cost of providing traffic control for each site shall
be incidental.
01025-2
B.
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BID ITEM DESCRIPTIONS
Div. 1- Laurel St/CarrolI St
1.
;:GDHL~3 20 F'iL1 4: 34
Hot Mix Asphalt Pavement. (Includes the cost o/the P.c.c. base) '-, ",..
, ; ~:. ,,~ I I, _'
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The unit prices for these items will be paid based on the number of squar~Q~~f ~br~ij[>WJ\alt
pavements, driveways, bases and overlays constructed at the specified widths, thickness' and mix
designs. Included with these items are subgrade compaction and preparation, subgrade treatments,
supply, placement and compaction of aggregate or portland cement concrete base, supply, placement
and compaction of asphalt, and traffic control. The minimum Hot Mix Asphalt thickness shall be 3
inches. The Portland Cement Concrete shall be 7 inches.
2.
3.
4" Portland Cement Concrete Sidewalk.
6" Portland Cement Concrete Sidewalk and Curb Ramps.
The unit price for these items will be paid based on the number of square feet of Portland Cement
Concrete sidewalk constructed at the specified widths, thickness' and mix designs. Included with
these items is subgrade preparation and compaction, subgrade treatments, reinforcing steel, forming,
concrete placement and finishing, curb ramps, curb ramp coloring per Section 03350 or fiberglass
panels, curing, jointing and joint sealing, backfilling at form lines, and traffic control. Portland
Cement Concrete mix shall be lOOT C mix.
4. Portland Cement Concrete Curb and Gutter.
The unit price for this item will be paid based on the number of linear feet of Portland Cement
Concrete curb and gutter constructed at the specified widths and thicknesses and includes excavation
required to place forms and curb and gutter at required elevations, forming, reinforcing steel, supply,
placement and finishing of concrete, curing, jointing and joint sealing, grading to establish a uniform
grade between the sidewalk and top of curb, backfilling at curb lines, and traffic control. Portland
Cement Concrete mix shall be lOOT M mix. This item shall be considered incidental when poured
integrally with Portland Cement Concrete pavement.
5. ADA Detectable Warning Truncated Domes
The unit price for this item will be paid on the number of square feet of ADA detectable warnings
installed at the pedestrian crossings. Included with these items is furnishing and installation.
6. Pavement, Driveways, Sidewalk, Curb and Gutter Removals.
The unit price for this item will be paid based on the number of square feet of Pavement Removed.
Removal quantities shall include Portland Cement Concrete, full depth Hot Mix Asphalt, and/or brick
roadways, driveways, parking lots, curbs and gutters, sidewalks, and curb ramps. Removal of
compacted granular material and traffic control shall be considered incidental. Saw cuts and hauling
and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the
Engineer. Removal operations shall conform to the construction phasing noted on the plans or as
otherwise approved or directed by the Engineer. All brick that is removed shall be salvaged and
returned to the City ofIowa City. Additional effort required for this purpose is considered incidental.
01025-3
F\ L.EI)
Div. 2 - Golfview Ave (University Heights)
7DG11"U\R 20 PM 4: 36
... 1. Portland Cement Concrete Pavements.
crry CLEF{\~. Portland Cement Concrete Driveway Approach.
IOWA C\T'( IOWA The unit prices for these items will be paid based on the number of square feet of Portland Cement
Concrete pavements, driveways and parking lots constructed at the specified widths, thickness' and
mix designs, including 5-foot in length full depth concrete beyond the back of sidewalk where
existing driveways are gravel or dirt. Also included with these items is excavation to place fonns and
pavement at required elevations, supply, placement and compaction of subgrade material under
driveways and parking lots, fonning, supply, placement and finishing of concrete, special concrete
mixes, reinforcing steel, Portland Cement Concrete curb and curb drop installation, curing, jointing
and joint sealing, grading to establish a unifonn grade between the sidewalk and top of curb, and
backfilling at curb lines, driveway edges and parking lot edges, and traffic control. Portland Cement
Concrete mix shall be roOT M mix. The following portland cement pavement thickness' shall
apply:
Portland Cement Concrete Driveway
Portland Cement Concrete
r--
Minimum of 6 inches
Match existing or minimum of 7 inches
Aggregate durability class for all P.C. Concrete paving shall be Class 3.
Pavement smoothness shall be evaluated for main line pavement per current roOT Specifications.
3. 4" Portland Cement Concrete Sidewalk.
4. 6" Portland Cement Concrete Sidewalk and Curb Ramps.
The unit price for these items will be paid based on the number of square feet of Portland Cement
Concrete sidewalk constructed at the specified widths, thickness' and mix designs. Included with
these items is sub grade preparation and compaction, subgrade treatments, reinforcing steel, fonning,
concrete placement and finishing, curb ramps, curb ramp coloring per Section 03350 or fiberglass
panels, curing, jointing and joint sealing, backfilling at fonn lines, and traffic control. Portland
Cement Concrete mix shall be roOT C mix.
5. Portland Cement Concrete Curb and Gutter.
The unit price for this item will be paid based on the number of linear feet of Portland Cement
Concrete curb and gutter constructed at the specified widths and thicknesses and includes excavation
required to place fonns and curb and gutter at required elevations, fonning, reinforcing steel, supply,
placement and finishing of concrete, curing, jointing and joint sealing, grading to establish a unifonn
grade between the sidewalk and top of curb, backfilling at curb lines, and traffic control. Portland
Cement Concrete mix shall be roOT M mix. This item shall be considered incidental when poured
integrally with Portland Cement Concrete pavement.
6. ADA Detectable Warning Truncated Domes
The unit price for this item will be paid on the number of square feet of ADA detectable warnings
installed at the pedestrian crossings. Included with these items is furnishing and installation.
01025-4
7. Pavement, Driveways, Sidewalk, Curb and Gutter Removals.
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,
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The unit price for this item will be paid based on the number of square)~If.f:Varfii1ll~.J~emoyed.
Removal quantities shall include Portland Cement Concrete, full depth tfotMi~"AlpWalf, ~hcf)6;t~ck
roadways, driveways, parking lots, curbs and gutters, sidewalks, andeii~-f!lmp~'Rt;91oval of
compacted granular material and traffic control shall be considered incid ~ ~a~'~e.j-tf~Ia, 'Ihd hauling
j t:.' 1.'," '\1 ")IM}.
and disposal of waste materials shall be incidental. All proposed saw cu ust be lapprt}v$'<fIl1Y the
Engineer. Removal operations shall confonn to the construction phasing noted on the plans or as
otherwise approved or directed by the Engineer. All brick that is removed shall be salvaged and
returned to the City of Iowa City. Additional effort required for this purpose is considered incidental.
Div. 3 - Dewey Street
1. Portland Cement Concrete Pavements.
3. Portland Cement Concrete Driveway Approach.
The unit prices for these items will be paid based on the number of square feet of Portland Cement
Concrete pavements, driveways and parking lots constructed at the specified widths, thickness' and
mix designs, including 5-foot in length full depth concrete beyond the back of sidewalk where
existing driveways are gravel or dirt. Also included with these items is excavation to place fonns and
pavement at required elevations, supply, placement and compaction of subgrade material under
driveways and parking lots, fonning, supply, placement and finishing of concrete, special concrete
mixes, reinforcing steel, Portland Cement Concrete curb and curb drop installation, curing, jointing
and joint sealing, grading to establish a unifonn grade between the sidewalk and top of curb, and
backfilling at curb lines, driveway edges and parking lot edges, and traffic control. Portland Cement
Concrete mix shall be IDOT M mix. . The following portland cement pavement thickness' shall
apply:
Portland Cement Concrete Driveway
Portland Cement Concrete
Minimum of 6 inches
Match existing or minimum of 7 inches
Aggregate durability class for all P.C. Concrete paving shall be Class 3.
Pavement smoothness shall be evaluated for main line pavement per current IDOT Specifications.
2. Hot Mix Asphalt Pavement.(Includes the cost of the P.c.c. base)
The unit prices for these items will be paid based on the number of square feet of Hot Mix Asphalt
pavements, driveways, bases and overlays constructed at the specified widths, thickness' and mix
designs. Included with these items are subgrade compaction and preparation, subgrade treatments,
supply, placement and compaction of aggregate or portland cement concrete base, supply, placement
and compaction of asphalt, and traffic control. The minimum Hot Mix Asphalt thickness shall be 3
inches. The Portland Cement Concrete shall be 7 inches.
4. Brick Paving, Removal and Replace(Includes the cost of the P.C.C)
The unit prices for these items will be paid based on the number of square feet either installed new or
salvaged and reinstalled as shown on the project plans and as directed by the Engineer. Work
includes salvage and cleaning of project site brick paving, furnishing new brick pavers, subgrade
preparation and compaction, subgrade treatments, portland cement concrete base, sand/cement
setting bed, joint fill, acid wash, expansion material with sealant, cutting and placement of brick
paving, and traffic control. The Portland Cement Concrete base shall be a minimum of 7 inches.
01025-5
1=11 F[')
I ____ .5.; 4" Portland Cement Concrete Sidewalk.
6. 6" Portland Cement Concrete Sidewalk and Curb Ramps.
20n71~AR 20 Pt1 4: 36
The unit price for these items will be paid based on the number of square feet of Portland Cement
CITY CLERK Concrete sidewalk constructed at the specified widths, thickness' and mix designs. Included with
IOWA CIT'( IO\^lAese items is subgrade preparation and compaction, subgrade treatments, reinforcing steel, forming,
concrete placement and finishing, curb ramps, curb ramp coloring per Section 03350 or fiberglass
panels, curing, jointing and joint sealing, backfilling at form lines, and traffic control. Portland
Cement Concrete mix shall be IDOT C mix.
7. Portland Cement Concrete Curb and Gutter.
,..,_.
The unit price for this item will be paid based on the number of linear feet of Portland Cement
Concrete curb and gutter constructed at the specified widths and thicknesses and includes excavation
required to place forms and curb and gutter at required elevations, forming, reinforcing steel, supply,
placement and finishing of concrete, curing, jointing and joint sealing, grading to establish a uniform
grade between the sidewalk and top of curb, backfilling at curb lines, and traffic control. Portland
Cement Concrete mix shall be IDOT M mix. This item shall be considered incidental when poured
integrally with Portland Cement Concrete pavement.
,----'
r"'
8. ADA Detectable Warning Truncated Domes
The unit price for this item will be paid on the number of square feet of ADA detectable warnings
installed at the pedestrian crossings. Included with these items is furnishing and installation.
9. Pavement, Driveways, Sidewalk, Curb and Gutter Removals.
The unit price for this item will be paid based on the number of square feet of Pavement Removed.
Removal quantities shall include Portland Cement Concrete, full depth Hot Mix Asphalt, and/or brick
roadways, driveways, parking lots, curbs and gutters, sidewalks, and curb ramps. Removal of
compacted granular material and traffic control shall be considered incidental. Saw cuts and hauling
and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the
Engineer. Removal operations shall conform to the construction phasing noted on the plans or as
otherwise approved or directed by the Engineer. All brick that is removed shall be salvaged and
returned to the City of Iowa City. Additional effort required for this purpose is considered incidental.
r.
3/06
S :\Eng\Construction\ Water-Pavement Repairs\O 1 02S-w.doc
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01025-6
SECTION 01310
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LL'U liM! 20
PH 4: 34
PROGRESS AND SCHEDULES
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PART 1- GENERAL
1.01 SUMMARY:
A. Prepare, submit and update as necessary a schedule of the work.
B. 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.
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. No Pre-Bid meeting will be held.
B. A Pre-Construction meeting will be held prior to beginning work.
3.02 PROGRESS OF WORK:
A. This contract shall be a completion date contract, with each division being treated
separately. Division I shall be completed by July 2, 2007. Division II shall be completed
by August 6, 2007. Division III shall be completed by September 28, 2007. Liquidated
damages of $50.00 per day will be charged, per division, for every calendar day past the
specified completion dates mentioned above.
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
FILE[)
. C. Work will proceed in a well organized and continuous manner to minimize the disruption
0Q01 MiA 0 20 Pt1 ltlqJt;e general public (both pedestrian and vehicular) and the local businesses and residents.
L II II Access to businesses and residences shall be maintained at all times.
CITY f.::pt.r6~"nstruction will proceed in phases. The particular phasing sequence is outlined in the
IOWA C I ... project plans. Prior to advancing to the next phase or sub-phase, the existing phase or sub-
phase shall be sufficiently complete to allow reopening to the public, as detennined by the
Engineer.
E. Restoration activities such as pavement replacement will follow closely behind the work
even if multiple mobilizations are necessary.
F. The Contractor will become an active partner with the City in communicating with and
providing infonnation to concerned residents and businesses.
G. Work will be staged to minimize the length of time parking spaces and parking revenue are
lost.
3.03 COORDINATION WITH UTILITIES AND RAILROADS:
A.
Utility conflicts may 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. No work with railroads is anticipated.
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.
L....
3/06
sharedlengineerlspecs-iilO 131 O.doc
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01310-2
'--
SECTION 01570
f:- l" I' f-- -,
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TRAFFIC CONTROL AND CONSTRUCTION FACiI~rI:E~ Pi! lj: 34
PART 1 - GENERAL
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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 Unifonn
Traffic Control Devices for Streets and Highways," 1988 Edition, as revised.
C. Traffic Control Notes on project plans.
1.03 SUBMITTALS:
A. Submit a traffic control plan for all activities requiring traffic control not specifically
addressed by the project plans.
PART 2 - PRODUCTS
2.01 MATERIALS:
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 EQUIPMENT:
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 confonn with the
following divisions and sections of the IDOT Standard Specifications:
Division 11. General Requirements and Covenants.
Section 1107.09. Barricades and Warning Signs.
01570-1
..- -"I
F\Ltl.J
Division 25. Miscellaneous Construction.
?GOlI1AR 20 Pt~ 4: 36 Section 2528. Traffic Control.
elq.2{ CN.i.lJiWUUNG SIGNS:
IOWA CITf. IOWA
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 EXCA VATIONS:
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 ofthe Contractor.
11/00
sharead\engineerlspecs-ii\O 1570. doc
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01570-2
SECTION 02050
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Z007 ;<20 Pi'l4:34
DEMOLITIONS, REMOVALS AND ABANDONMENTS
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PART 1 - GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as
indicated and specified.
1.02 REFERENCES:
A. roOT Standard Specifications.
1.03 QUALITY ASSURANCE:
A. 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, lOOT Standard
Specification Section 4120.04 and Section 4109, Gradation No. 11.
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 confonn with the
following divisions and sections ofthe roOT Standard Specifications:
Division 25. Miscellaneous Construction.
Section 2510. Removal of Old Pavement.
Section 2511. Removal and Construction of Portland Cement Concrete Side-
walks.
Section 2515. Removal and Construction of Paved Driveways.
02050-1
3.02 f1M~~itON:
2007 Mi~R\20 p~1iItits3:8' 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.
CITY CLEF\!(
31eJ.N/\P~~:
A. Utilities
1.
Notify all corporations, companies, individuals and state or local authorities
owning pipelines, water lines, gas mains, buried and overhead electric facilities,
telephone, cable television, fiber optic, and other public or private utilities shown
on the drawings or otherwise known or discovered to be in the project area.
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
1. 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. Waming devices shall be kept operational during all non-working and non-active
periods.
C. Site Access Measures
1.
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[~ !aftd" i)taintain
vehicular access to adjacent properties and businesses to the maXlmITm extent
possible. ?1!~7
I..l~ L;
20 F'i'i 4: 34
D. Disposals ("T\ i '1-'.;'
'_1/ I I 1../_ C j"U '\
I. No material or debris shall be buried within the projectl'~YtiE\llr~CrXllIQWAble
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 landfill. The
Contractor shall pay the current tipping fee at the landfill.
3.04 DEMOLITION AND REMOVALS:
A. Pavement and Sidewalk Removals
I. Removal shall be to the limits noted on the plans or as directed by the Engineer.
2. Pavement removal shall include brick, P.c. Concrete, and Hot Mix Asphalt
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. All brick that is removed shall be salvaged and returned to the City of Iowa City.
4. Removal operations shall conform to construction phasing noted on the plans or as
directed by the Engineer.
3/07
sharedlengineerlspecs-iiI02050. doc
02050-3
F\L.EJJ
SECTION 02100
ZGGl f~AR 20 Pl~ 4: 36
CITY CL.ERK
IOWA CI1Y, IOV'JA
PART I-GENERAL
SITE PREPARATION
1.01 SUMMARY:
A. Furnish labor, material, tools and equipment to prepare site as indicated and specified.
1.02 REFERENCES:
A. IDOT Standard Specifications.
PART 2 - PRODUCTS
None.
_."
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section wiJI conform with the
following divisions and sections of the IDOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases.
Section 2101. 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.
02 100-1
3.03 EXISTING STRUCTURES AND PROPERTY:
1"-11
__ ~ I
I : L
-,
I ·
. I
l......'"
A. Remove existing signs and posts within the construction area as ,?irec~~~_ by the Engineer.
All pennanent traffic signs will be removed, stored, and replaced~ lli~~~ Qf IBlValpi(Yl.
Contractor shall provide 48 hour minimum advance notice for sign removal and for sign
replacement. Pennanent signs will be replaced prior to concrete pourS.err-li C:LJJii<
IO\N;\ CiT{ iOVVA
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.
11/00
sharedlengineer\specs-ii\02100.doc
02100-2
FI' .......1..."'
1._ 1
L... I.... tj
SECTION 02220
2007 MAR 20 PM 4: 36
dt~~~~XCA V ATION, BACKFILL, FILL AND GRADING
iOVV;:\ CITY, IOWA
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 material, and topsoil,
strip, salvage and spread.
1.02 REFERENCES:
A. IDOT Standard Specifications.
1.03 QUALITY ASSURANCE:
A.
Whenever a percentage of compaction is indicated or specified, use percent of maximum
density at optimum moisture as determined by ASTM 0698-91, 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 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
02220-1
B.
until the structures, pi~es, and appurtenances to. be built therein have been com~# 10-:- ()
such extent that they wIll not be floated or otherwIse damaged. -.'
7"0'" .., c'
<. U I fUii"? ? 0 P I"~ r>
Dispose of all pumped or drained water without undue interference to other wol'I<, ot' I L,: J 4
c~using damage to pavements, other surfaces, or property. Provide suit~bleJr'Ppor,a?,.,/
pIpes, flumes, or channels for water that may flow along or across the workfe~/I~~'I~.~-,d-tl \
vi -, (ji I ( !()tN!:'
" I\......\.i~n
Take all precautions necessary to prevent damage to the work by rain or by water entering
the site, whether water entry be overland or by groundwater.
c.
3.03 BACKFILLING:
A. General
1. Do not place frozen or unsuitable materials in backfill or place backfill upon frozen
material. Remove previously frozen or unsuitable material or treat as required
before new backfill is placed.
B. Backfilling Excavations
1. Begin backfilling as soon as practicable and proceed until complete.
2. Material and Compaction
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 feet of
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. A void 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.
02220-2
3.04 F~~tfiPORlZED EXCAVATION:
2001 MAR ~O PHVQle~ (}1e bottom of any excavation is taken out beyond the limits indicated or specified,
backhn, at Contractor's expense, with Class A crushed stone compacted to 95% Standard
ClT\( CLERt~ctor Density. -
IOWA ClT'r, IOVJA
2/04
S :lEng\Construction\ Water-Pavement Repairs\02220- W. DOC
.--...,
02220-3
SECTION 02510
r= I! r.= II
I . ~,..' ',. j
HOT MIX ASPHAL T PAVING, BITUMINOUS SEAf} e&fffl"; 4: 3 4
AND MILLING. (Jr"f
1'1\~ I '\ C--"-\'
I U J j f-,. I: t.
.' (
'.1 \
IO\NA
PART 1- GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact subgrades to
receive Hot Mix Asphalt paving.
B. Furnish labor, materials, tools and equipment to place and compact Hot Mix Asphalt paving.
C. Seal Coat.
1.02 REFERENCES:
A. IDOT Standard Specifications.
B. IDOT Supplement Specification 01014.
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:
1. As per IDOT Supplemental Specification 01014, section 04 Quality Control Program.
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 IDOT Standard Specifications:
Division 23. Surface Courses.
SS-O 1 0 14 Hot Mix Asphalt Mixtures.
Division 41. Construction Materials.
Section 4126. Type B Aggregate for Hot Mix Asphalt.
Section 4127. Type A Aggregate for Hot Mix Asphalt.
Section 4137. Asphalt Binder.
02510-1
PAf*l~.tt~CUTION
20M- ~R 2~lflf'VfIi~:
CITY 'tLER~cept as amended in this document, the work in this section will conform with the following
IOWA CITY; I~ons and sections ofthe IDOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases
Section 2122. Paved Shoulders.
Division 22. Base Courses.
Section 2203. Hot Mix Asphalt Bases.
Section 2212. Base Repair.
Section 2213. Base Widening.
Division 23. Surface Courses.
SS-01014 Hot Mix Asphalt Mixtures.
Section 2307. Bituminous Seal Coat.
Section 2316. Pavement Smoothness
Division 25. Miscellaneous Construction
Section 2529. Full Depth Finish Patches.
Section 2530. Partial Depth Finish Patches.
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.
3.04 CLEANING AND PREPARATION OF BASE
A. The Contractor shall be responsible for cleaning all surfaces prior to operation. All loose
material shall be removed from the surface and cracks by brooming or air blowing.
3.05 AGGREGATES
A. Type.
1. Type B aggregates shall be used in base mixtures.
2. Type A aggregates shall be used in intermediate and surface mixtures.
B. Gradation.
1. A Y2-inch mix shall be used on all streets and all divisions of this project.
02510-2
3.06
3.07
ADJUSTING STRUCTURES F I I.... E [;
A. The Contractor shall adjust all existing manhole rings, valve boxes, ca1.9,bnba~i~s, etc. within the
existing pavement. This will include not only structures that need to'-bl:! IJlfu~taou~PtLitl~4
those structures that need to be adjusted down. The leveling course will be placed over the
structure. The material over the casting will be removed and the castin~ ~Ib(ad}~.t~~/b VB"
below the final finished grade. The street surface course will then be ~d. ~~'V't9a~t~Ao
replace old will be provided by the City to be installed by the Contractor where deemed
necessary by the Engineer; however, the c;ost of any damage caused by the Contractor will be
deducted from the Contractor's final payment. Adjustment to final grade may be accomplished
by raising the casting, bricking and grouting under the casting or concrete adjustment rings. Any
removal of existing pavement around the structures must be saw cut. No other methods shall be
used unless authorized by the Engineer. The gas and water companies will furnish the necessary
adjustment rings to the Contractor at no charge to adjust valve boxes.
ASPHALT BINDER
A. Asphalt binder shall be PG 64-22 on all streets and divisions of this project.
3.08 EXISTING STREET SURFACES
A. Where the proposed asphalt overlay meets an existing asphalt street surface, the existing surface
shall be sawed and removed or milled as directed by the Engineer so that a clean, smooth and
durable joint will be made between existing and proposed surfacing.
3.09 ASPHALT CEMENT CONCRETE REPAIR
A. Asphalt concrete repair shall consist of removing the existing asphalt overlay, brick or any other
material, and any unsuitable subbase; replacing subbase as necessary; compacting subbase;
placing and compacting full-depth asphalt to the level of surrounding brick or asphalt. Multiple
lifts may be necessary. Bricks removed for subbase or base repair shall be cleaned and delivered
to the Iowa City Street Department located at 3800 Napoleon Lane.
3.10 HOT MIXASPHAL T PLACEMENT
A. Lifts
1. Division 1 - A 1 Yz" depth intermediate course followed by a 1 Y2" depth surface course.
2. Division 2 - A 2" depth base course followed by a 2" depth surface course.
3. Division 3 - A 3" depth surface course.
B. Compaction
1. Class I B compaction shall be used on all streets and divisions of this project.
02510-3
3.11 BP"mYS SEAL COAT AND SURFACE TREATMENT WORK:
A. WyJ< fh~lcConfonn to Standard Specification Section 2307 unless specified otherwise in this
2001 MAR 2 0 d<fdl1m~ht? ~over aggregate shall be %" Gradation 21. Bituminous material shall be MC-3000.
Prin1~\r<shall be MC-70.
CITY CLEM
IOWA CITY. IOWA
2/04
IlcityntldatalEnglConstructionl Water-Pavement Repairsl0251 0- W .doc
02510-4
SECTION 02515
r=-u F 1"
",.. 0__',)
PAVERS
ZOGl Nf:i\ 20 PN 4: 34
PART 1 - GENERAL
, crl-Y CU::iii<
IO\~I~i~\ CT/ 101"'1/\
_~I I [, I.... ~ vn
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, shape, trim, compact and install
sub grade expansion material and sealant, P.c.c. base and sand/cement setting bed.
B. Furnish labor, materials, tools and equipment to shape, cut, place and compact brick pavers
and apply joint fill.
1.02 REFERENCES:
A. American Society of Testing Materials:
1. C902 Standard Specification for Pedestrian and Light Traffic Paving Brick.
2. C1272 Standard Specification for Heavy Vehicular Paving Brick.
3. C1028 Standard Test Method for Determining the Static Coefficient of Friction of
Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull-Meter
Method.
4. C136 Method for Sieve Analysis for Fine and Coarse Aggregate.
5. C67 Method of Sampling and Testing Brick and Structural Clay Tile.
6. C33 Specification for Concrete Aggregates.
7. C144-89 Standard Specification for Aggregate for Masonry Mortar.
8. E303 Standard Test Method for Measuring Surface Frictional Properties Using the
British Pendulum Tester.
B. Brick Institute of America (BIA) Design and Installation Guide.
C. Whitacre-Greer Product Specifications.
1.03 QUALITY ASSURANCE:
A. Installation shall be performed only by skilled workers with satisfactory record of
performance on landscaping or paving projects of comparable size and quality.
1.04 SUBMITTALS:
A. Submit manufacturer's product data and installation instructions.
B. Submit samples of brick paving units to indicate color and shape selections.
02515-1
F\ LEI)
')f'.r.~' R 20 P'de.: 35 Submit material certificates for setting bed and joint fill materials.
LlaJllli\ rl 4
,-J.fJ~ ETDELIVERY, STORAGE AND HANDLING:
C\ 11 vt- rH\ .
\O\'~/I\ CiTY, V:;;J~NA Deliver specified pavers to the site in steel banded, plastic banded, or plastic wrapped cubes
capable of transfer by forklift or clamp lift. Unload pavers at job site in such a manner that
no damage occurs to the product and in a location approved by the Engineer.
B. Sand will be covered with waterproof covering to prevent exposure and/or removal by rain
or wind. The covering shall be secured in place.
C. Damaged pavers, as determined by the Engineer, will be replaced at the Contractor's
expense.
1.06 ENVIRONMENTAL CONDITIONS:
A. Do not install setting bed and/or pavers during heavy rain or snowfall.
B. Do not install frozen materials..
PART 2 - PRODUCTS
2.01 MANUFACTURED UNITS:
A. Brick pavers must have spacer bars on each unit to maintain a minimum joint width.
B. Brick pavers will be manufactured/supplied by:
Whitacre-Greer
1400 S. Mahoning Ave.
Alliance,OH 44601
330-823-1610
C. Product name, shape, overall dimensions, thickness and color used will be:
1. Whitacre-Greer bevel edge, vacuum-dry pressed, kiln fired, presealed pavers.
4" x 8" x 2-1/4" thick (curb ramps and parkways)
4" x 8" x 3" thick ( crosswalks)
2. Brick pavers will have a top surface textured finish with a coefficient of friction of
0.8.
3. The color for curb ramps and crosswalks will be Clear Red (Rustic) #30 from the
Whitacre-Greer thirty something blend category.
4. The color for parkways will be Antique #32 from the Whitacre-Greer thirty
something blend category.
02515-2
D.
Pavers for curb ramps and crosswalks will meet the following requi~~nt!:."~ forth in
ASTM CI272, Standard Specifications for Heavy Vehicular Paving! BAck,)fype R,
Application PX.
1.
2uGHiilr? 20 P,l'f 4: 34
Minimum average compressive strength of 10,000 psi. ~. _
l'! : '\/ ''-'''. ;--.'"
:11 i'L..xJ;;<
Maximum absorption of 6% when tested in accordancJQ~\v"\stN"f61OWA
2.
3. Resistance of 50 freeze-thaw cycles, when tested in accordance with ASTM C67.
E. Pavers for parkways will meet the following requirements set forth in ASTM C902,
Standard Specifications for Pedestrian and Light Traffic Paving Brick, Class SX, Type 1,
Application PX.
1. Minimum average compressive strength of 8000 psi (55 MPa).
2. Maximum absorption of 8% when tested in accordance with ASTM C67.
3. Resistance of 50 freeze-thaw cycles, when tested in accordance with ASTM C67.
2.02 P.c.c. BASE:
A. Base will consist of3" Class 'C' P.C.C. Reference Section 02520
2.03 SETTING BED AND JOINT MATERIAL:
The type of sand used for the setting bed and joint fill is often called concrete sand. Sands vary
regionally. Contact paver installers local to the project and confirm sand(s) successfully used in
similar applications.
A. Settting bed and joint fill sand will be clean, non-plastic, free from deleterious or foreign
matter. The sand will be natural or manufactured from crushed rock. Grading of samples
will be done according to ASTM C 136. The particles will be sharp and conform to the
grading requirements of ASTM C33 as shown in Table 1.
Table 1
Grading Requirements for Joint Sand
Sieve Size Percent Passing
3/8 in. (9.5 mm) 100
No.4 (4.75 mm) 95 to 100
No.8 (2.36 mm) 80 to 100
No. 16 (1.18 mm) 50 to 85
No. 30 (600 urn) 25 to 60
No. 50 (300 urn) 10 to 30
No. 100 (150 urn) 2 to 10
B. Setting bed and joint fill sand will be mixed with Portland Cement at a ratio of 6
parts sand to 1 part Portland Cement.
02515-3
P.Jf+~[i~CUTION
200JJUR 2j~JVd}iJN FOR PA VERS PLACED ON P. C. c.:
CIT'y' ~LEHllnspect P.C.C. base to ensure surface is clean and built in conformance with the plans.
IO\f\/A CITY, IOVJA
B. Verify elevation difference between P.C.c. base and adjacent finish surface to ensure brick
pavers can be installed flush with bordering pavement.
3.02 INSTALLATION OF PAVERS:
A. After the sand/cement setting bed is placed, install the pavers by hand in straight courses
with hand tight joints and uniform top surface.
B. Good alignment must be kept and the pattern shall be as shown on the plans.
C. All pavers will be cut with a masonry saw. Dust control may be required at the discretion of
the Engineer.
3.03 JOINT TREATMENT:
A. Hand tight joints shall be a maximum of 114" or as spacer bars allow.
B. Sweep a dry mixture of sand/cement joint fill into brick paver joints.
C. Fog brick paving.
3.04 CLEAN-UP:
A. Sweep excess sand/cement mixture from surfaces and remove from site.
B. Acid wash brick paving and check joints for adequate fill.
I 1/00
shared\engineerlspecs-II\02515.doc
025 I 5-4
~
CiI '-("
j-I t,..r:: ..)
ZGil71-1AI? 20 PN 4: 34
PORTLAND CEMENT CONCRETE PAVINGcrrl C::~,:,'I/
IOW/\ (,,~_\LL.,.I ;/\
I \ ..J;!. :OI~A,~
SECTION 02520
PART 1 - GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact
subgrades to receiye Portland Cement Concrete paying.
B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint, cure
and seal Portland Cement Concrete roadways, parking area slabs, driyeways, and sidewalks
at the locations and grades noted on the plans.
1.02 REFERENCES:
A. IDOT 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:
I. Compressiye 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 diyisions and sections of the IDOT Standard Specifications:
Diyision 41. Construction Materials.
Sections 410 I through 4122.
B. Aggregate durability class for all Portland Cement Concrete paying shall be Class 3.
02520-1
I'~~) EXECUTION
2GB7 KA~'~-o P11E(f~QUES:
0-;-\/ {\[ ~K Except as amended in this document, the work in this section will confonn with the
IOWA lCin~ IOVJA following divisions and sections ofthe IDOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases.
Section 2111. Granular Subbase.
Division 22. Base Courses.
Section 2201. Portland Cement Concrete Base.
Section 2212. Base Repair.
Section 2213. Base Widening.
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.
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:
24 Hour Temperature Forecast
Covering
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
I-I
(- : )-- 1'",
, i i.t...!
Maximum allowable concrete temperature shall be 900 F.
n"'rt7/"'"'>
If concrete is placed when the temperature of the concr;t~J c~~1~ ~~ce!d\fjJ i~the
Contractor shall employ effective means, such as precooling of ~.. . ~g~te~ ~'~e~ m. ixing
water, as necessary to maintain the temperature ofthe concret~mYJ~ ~n15f.~/AOo F.
3.04 OPENING TO TRAFFIC:
D.
E.
A. Opening to traffic, including Contractor's vehicles, will not be pennitted until the
compressive strength of6" 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.
2/04
S :\EnglConstructionl Water-Pavement Repairsl02520- W. doc
02520-3
FIL !=T)
.L.L
SECTION 02524
ZOD7 tMR 20 Pfl 4: 35
Clrl CLERK
1~f;lfY,d~L
CURB RAMPS
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) - (llA-4)
D. L.M. Scofield Company Tech - Data Bulletin A-I 04.1 O.
E. L.M. Scofield Company Tech - Data Bulletin A-514.02.
F. L.M. Scofield Company Guide G-I07.02.
G. ASTM C309 - Liquid Membrane Fonning Compounds for Curing Concrete.
H. Annor-Tile Cast-In-Place Tactile/Detectable Warning Surface Tile.
I. Figures section of specifications.
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 perfonnance 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 Contractor's
expense.
1.04 SUBMITTALS:
A. Comply with Section 01310.
B. Comply with Section 02520.
1.05 DELIVERY, STORAGE AND HANDLING:
A. Deliver material in unopened containers with labels identifying contents attached.
02524-1
B.
Powdered materials shall be kept dry and under cover. Protect liqi~fiarrF\ from
freezing. Expired materials shall not be used. . I......)
1.06 PROJECT CONDITIONS:
ZUOlliM? 20 PN ~: 34
A.
Comply with ACI requirements for cold and hot-weather concrete,wofkii( CLEHf
IOV'IA CITY /0\
Pre-Installation Meeting . WA
B.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Concrete: Reference Section 2520.
B. Water: Fresh, clean and potable.
C. Stamped Truncated Domes
1. Colored Hardener:
a. Lithochrome Color Hardner by L.M. Scofield Company.
b, Color: Tile Red (A-28),
c. An integral coloring agent may be submitted for approval as an alternative
to topical coloring agents.
2, Bonding Agent: Product known to enhance adhesion to concrete.
3. Curing Compound:
a. Lithochrome Colorwax by L.M. Scofield Company.
b. Color: Tile Red (A-28).
4. Truncated dome stamp for curb ramps shall be Cobblecrete ADA concrete
texturing tool or Increte ADA Tactile Detectable Warning System stamping tool or
approved equal.
D. Cast-In-Place TactilelDetectable Warning Surface Tile
I. Color: Brick Red Color shall be homogeneous throughout the tile.
2.
Dimensions: Length and Width:
Depth:
Face Thickness:
Warpage of Edge:
24" x 48" nominal or width of sidewalk
1.400" +/- 5% max,
0,1875 +/- 5% max,
+/- 0,5% max,
3. Vitrified Polymer Composite cast-in-place tiles shall be Annor- Tile Cast-in-Place
TactilelDetectable Warning Surface Tiles or approved equal.
02524-2
E. F~~~1~ed tiles or pavers may be submitted for approval as an alternative to stamped
concrete.
p ARfO~1-~~f~Jtl(jN3 5
3.01 l'W'nClr~..l-:~B:il~^,^
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A. Except as amended in this document, the work in this section will conform with the Iowa
DOT ADA Curb Ramp Compliance (Alterations) - (I IA-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
3.02 SLOPES:
A. Cross slope refers to the slope that is perpendicular to the direction oftraveI. Running slope
refers to the slope that is parallel to the direction oftraveI.
B. Curb ramp cross slopes should be no greater than I :48 or 2% to a level plane.
C. Curb ramp running slopes should be no greater than I: 12 or 8.33% to a level plane unless
existing conditions do not permit and layout is approved by the Engineer. Curb ramp
running slope should be no less that I :48 or 2.08% to a level plane.
3.03 PORTLAND CEMENT CONCRETE THICKNESS:
A. 6-inch thick P.C.c. will be placed at all curb ramps unless otherwise directed by the
Engineer.
B. 4-inch thick P.c.c. will begin 4 feet off back of curb adjacent to the 6-inch P.C.c. section,
unless otherwise specified by the Engineer:
3.04 WIDTHS:
A.
Curb ramps widths will be 4 feet unless otherwise necessary to match existing sidewalk for
continuity. The minimum allowable width for curb ramps is 3 feet. Four-foot or matching
widths are clear widths and do not include the flared sides or curved sides of a curb ramp.
All proposed curb ramp widths other than 4 feet wide need approval by the Engineer.
L-
3.05 CURB RAMPS GEOMETRICS:
A. Different curb ramp types are shown in the plans. This project may include these or other
curb ramp types not shown. Existing site conditions may require that alterations be made
to proposed curb ramp design in order to provide a "best-fit". Quantity changes due to
these alterations will be paid for per the unit price quoted on the Form ofProposaI.
B. The 6-inch curb bordering the curb ramp is considered part of the curb ramp and IS
accounted for in the Form of Proposal estimated quantities.
02524-3
-r--
3.06
TEXTURED SURFACE:
A. All sidewalk curb ramps designated by the Engineer or plan dr~1J~~l~hJIl1e Ebh~~
with truncated domes conforming to ADA specifications. , "
Ci I '{ CLEFit<
Detectable warning surfaces shall extend 24 inches in the direJ@Nilf ti~et a1/@~full
width of the curb ramp.
CII .- i',
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B.
C. Detectable warning surfaces should be located so that the edge nearest the street is 6 inches
minimum and 8 inches maximum from the curb line.
3.07 INSPECTION:
A. Verify that subgrade is installed according to specifications and is free of conditions that
could be detrimental to performance of colored concrete.
3.08 COLORING:
A. Concrete color finish will only be placed on the 6-inch thick first panel (approximately 24"
x 48"or width of sidewalk) or as specified by the Engineer.
3.09 LOCATIONS:
A. Curb ramps are to be located directly across a street, alley or driveway from another
existing or proposed curb ramp or sidewalk unless existing site conditions prevent this or
are otherwise specified by the Engineer.
3.10 INSTALLATION:
A. Concrete: Place and screed to required elevations as specified in Section 02520.
B. Apply truncated domes per manufacturer's specifications.
C. Protect concrete from premature drying, excessive hot or cold temperature and damage.
D. Curing Compound: Apply per manufacturer's guide for rate and method.
2/04
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Curb Removal
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DRIVEWAY CONSTRUCTION
INSPECTOR: S. WHnE
DRAWN: R. BENNErr
0.\1E: 01-12-2004
ALE NAME: DRIVE CONST.
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CITY OF IOWA CITY
ENGINEER: R. KNOCHE
DRAWN: R. BENNETT
~lE: FEB. 2004
F1LE NAME: DRIVEWAY INSTALL
~3IdOO l'iM\U!Wpe ~eM\\ Wd zt:z~:v LOOZlv~/t' Mp.10~lNOO O'iO\)l~OM NOISI^IO ~31'iM\O'iO\ U3\:S .
DRIVEWAY INSTALLATION
PAVEMENT REPAIRS
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1.6 -2.4 . .... - .......~
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DETECTABLE WARNING ALIGNMENT
(TOP VIEW)
DETECTABLE WARNINGS
(PROFILE)
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f~.~OADWAY PAVEMENT
RlH SUBGR"DE
E T
cH,,\R SUppOR
RE-ROD OR
PRE-MANUFACTURED DETECTABLE WARNING PANEL INSTALLATION
PRE-MANUFACTURED DETECTABLE WARNING PANELS SHALL BE FIRMLY SUPPORTED AT ALL CORNERS
ON RE-ROD OR CHAIR SUPPORlS AND PLACED INTO PLASTIC CONCRETE SIDEWALK RAMP.
1/2- (MAX.) CAULKED JOINT
3/4- SAND OR ASPHALT
',~...,~.' SETTING BED
:;.;:ROADWAY PAVEMENT 18-
E"RlH SUBGR"DE
MODULAR DETECTABLE WARNING PAVED (BRICK PAVER) INSTALLATION
INSTALL MODULAR PAVERS AS SPECIFIED IN SECTION 7030, 3.14
-0:" :""t:"
'.\;:ROADWAY PAVEMENT
STAMPED DETECTABLE WARNING INSTALLATION
NOTES:
A 24- STRIP OF DETECTABLE WARNINGS SHALL BE INSTALLED AT THE BOTTOM OF RAMP, 6--8- BEHIND
THE BACK OF CURB. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT
WALKING SURFACES EITHER UGHT ON DARK OR DARK ON UGHT
OF IOWA CITY
DETECTABLE WARNINGS
(TRUNCATED DOMES)
INSPECTOR: S. WHfTE
DRAWN: R. BENNETT
DA~ 01-12-2004
F1lE NAME: lRUNCATED DOMES
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SIDEWALK CURB PROFILE
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REBAR
CENTERED IN
EXISTING
CURB.
lYPlCAL. ALL
CURB CUT
LOCATIONS
AND lYPES
COMMON PANEL 1150 MAX
IN ANY DIRECTION (TYP)
INTEGRAL CURB (8' MAX)
OR WALL WHERE NECESSARY
MAXIMUM SLOPE 1: 12 {lYP)
MAXIMUM CROSS SLOPE
1 :50 (lYP)
UNLESS OTHERWISE
INDICATED BY ENGINEER
SEALED
EXPANSION
MATERIAL (TYP)
6- THICK PANEL DYE CONCRETE
RED or USE PRE-CAST TILE. DO
NOT PAINT. APPLY 24- DEEP
STRIP OF TRUNCATED DOMES.
PLACED 6--8- FROM BACK OF
CURB.
CURB DROP FOR SIDEWALK
FIGURE 2.1
Typical Curb Ramp Design Standards
CITY OF IOWA CITY
CURB RAMP DETAILS
ENGINEER:J; McCLURE
DRAWN: B. MEREDITH
DATE: .IAN 1_-~04
FILE NAME: RAMP
Iii
JOINT FOR SIDEWALK
REPLACEMENTS OVER 81 IN LENGTH=ILi~~f
DRILL AND EPOXY GROUT 14
REBAR 6' INTO EXISTING
CONCRETE SIDE'JALK
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CONCREI'E SIDEWALK
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NEW 8- CONCRETE SIDEWALK
lHROUGH DRIVEWAY
DRILL AND EPOXY GRIJUT .... 14 REBAR RUN comNlDJS
REBAR " INTO EXISTING THRDl&t1JT LENGTH [F' SIDE'JALK
CJH:RETE SIDEVALK
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Plan View
FIGURE 2
Reinforcing Steel Details
CITY OF IOWA CITY
DRIVEWAY CONSTRUCTION
INSPECTOR: S. WHITE
DRAWN: R. BENNETT
DA~ 01-12-2004
ALE NAWE: REINFORCING STm
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NEW 4- CONCRETE SIDEWALK
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FIGURE 1
Doweling Details
SIDEWALK REPAIR DETAILS
INSPECI'OR: R. BENNETT
DRAWN: B. MEREDITH
DATE: 08-10-01
FILE NAME: DOWEI.JNG DETAIL
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~TE: FEB. 2004-
FILE NAME: Pee RON1IIAY
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Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240, (319)356-5149
RESOLUTION NO. 07-77
RESOLUTION SEITING A PUBLIC HEARING ON APRIL 3, 2007 ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR
THE CONSTRUCTION OF THE 2007 PAVEMENT REPLACEMENT FOR
WATER MAIN 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 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 3rd day of April,
2007, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, 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 project 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
20th
dayo! c2: C L frC
MAYOR -- ,-
~
ATTEST: ~(~K./k' *,AAJ
CI . LERK
Approved by
- ~/o 7
City Attorney's Office
pwenglmastersl07pavereplace.doc
9/99
Resolution No.
Page 2
07-77
It was moved by Bailey and seconded by
adopted. and upon roll call there were:
Vanderhoef
the Resolution be
AYES:
NAYS:
ABSENT:
x
Bailey
x Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
x
x
x
x
x
NOTICE OF PUBLIC HEARING ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT AND
ESTIMATED COST FOR THE
2007 PAVEMENT REPLACEMENT FOR
WATER MAIN 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
2007 Pavement Replacement for Water Main
Project in said city at 7 p.m. on the 3rd day of
April, 2007, said meeting to be held in the Emma
J. Harvat Hall in the City Hall, 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 City Hall 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
ADVERTISEMENT FOR BIDS
2007 PAVEMENT REPLACEMENT FOR WATER
MAIN PROJECT
Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until 10:30
A.M. on the 24th day of April, 2007, 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. Pro-
posals 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 1st day of May 2007 or at such
later time and place as may be scheduled.
The Project will involve the following:
Replacement of 1,560 SF PCC Pavement and
Driveways, 950 SF of HMA Pavement and
Driveways, 65 SF of Brick Pavers, 3,955 SF of
4" Sidewalk, 590 SF of 6" Sidewalk and Curb
Ramp, 196 SF of ADA Truncated Domes, and
5,890 SF of Removals.
All work is to be done in strict compliance with
the plans and specifications prepared by the Iowa
City Engineers Office, 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,
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
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
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
AF-1
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:
Specified Completion Dates:
Division I: July 2, 2007
Division II: August 6, 2007
Division III: September 28, 2007
Liquidated Damages: $50.00 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 City of Iowa City Engineers Office, Iowa City
Iowa, by bona fide bidders.
A $10.00 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 City of Iowa
City.
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
AF-2
~r~
I 048~7
Prepared by: Sarah Okerlund, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149
RESOLUTION NO. 07-108
RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON-
TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE 2007
PAVEMENT REPLACEMENT FOR WATER MAIN 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 CITY 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 City Hall, until 10:30 a.m. on the 24th day of April, 2007, 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, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 1 st day of May,
2007, 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, 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 3rd
daYOf(?~(~ jt~
MAYOR
ATTEST: ~~:-.,) ,.f. ~
CI LERK
pweng\res\07pavereplacewatermain 3/07
Approved by
r~
---
-:I r:; (07
City Attorney's Office
Resolution No.
Page 2
07-108
It was moved by Vanderhoef and seconded by
adopted, and upon roll call there were:
AYES:
NAYS:
x
x
x
x
X
x
X
Bailey
ABSENT:
the Resolution be
Bailey
Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
Printer's Fee $~ cg I 3 ~
CERTIFICATE OF PUBLICATION
STATE OF IOWA,
JOHNSON COUNTY, SS:
THE IOWA CITY PRESS-CITIZEN
FED. ID #42-0330670
I,
Diana Becicka, 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---l time(s), on the
fOllowin~ate(s):
illn.A t . _ <9& J !)(x) 7
Legal Clerk
Subscribed and sworn to before me
this ;;;2<6~ day of~
A.D.20 0 '::}-
Y-~~~
-Notary Public
(1.\ ~.:oo~~261e
... MyColmllselon expires
.-u.y ?:t, 2008
OFFICIAL PUBLICATION.
NOTICE OFPUBUC HEARING ON
PLANS, SPECIFICATioNS, FORM OF
CONTRACT AND ESTIMATED COST
FOR TH~
..~~.fA:....'i.. fl.....li... I.AC...... .~.
f()R. .. .. . ... . <INTHE
etrY OF IOWA . ,IOWA
TO ALL TAXPAYERS OF THE,CITY OF
IOWA CITY,. IOWA, AND to OTHER
INlERESTED PERSONS:
Public notice Is hereby given that the
City Council of the City of Iowa City, Iowa,
. will con-duct a public hearing on plans,
speciflC8lj(lnS, fonn of contract and esti-,
mated cost for the con-structionof the
2007 Pavement Replacement for Water
Main Project in said clty at 7 p.m. on the
3f'd day of April, 2001, said meeting fo be
held In the Emma J.' Harvat Hall In the
Clty Hall, 410 E. Washington Street in
said city, or If said meeting Is cancelled,
at the next meeting of the Clty Council
thereafter as poSted by tI'ie City clerk.
Said plans, speclficatklrls, foon of con-
tract and estimatedCOSlarl! now on file in
the o~ of the City Clerl<.ln the City Hall
in Iowa City, Iowa, and may be Inspected
by any interest-ed persons.
Any interested persons may appear at
said meeting of the City Council for the
purpose of maklng objections to and
comments concerning said plans, speclfi-
ca-~, conll'a.cl or the cost of meklng
said imprOvement.
This notice Is given by order of the. City
Coun-dl of the City of Iowa City, Iowa and
as provided by law.
MARIAN K. KARR, CITY CLERK
62599
March 26, 2007
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Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5149
RESOLUTION NO. 07-151
RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO
SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR
CONSTRUCTION OF THE 2007 PAVEMENT REPLACEMENT FOR WATER
MAIN PROJECT.
WHEREAS, All American Concrete Inc. of West Liberty, Iowa has submitted the lowest
responsible bid of $68,645.00 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 All
American Concrete Inc., 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
1st
day of May ,20 07
C4CJ.~
MAYOR -
---....
ATTEST: 7Jt~~ K. 9f/auJ
CITY LERK
Approved by (/
~~~?
City Attorney's Office
It was moved by Champion and seconded by
adopted, and upon roll call there were:
Bailey
the Resolution be
AYES:
NAYS:
ABSENT:
x
X
X
X
X
X
X
Bailey
Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
pweng\masters\2007pavementreplace.doc
ENGINEER'S REPORT
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CITY OF IOWA CITY
410 East Washington Street
Iowa City, Iowa 52240-1826
(319) 356-5000
(319) 356-5009 FAX
www.icgov.org
October 10, 2007
City Clerk
City of Iowa City, Iowa
Re: 2007 Pavement Replacement for Water Main Project
Dear City Clerk:
I hereby certify that the construction of the 2007 Pavement Replacement for
Water Main Project has been completed by All American Concrete, Inc. of West
Liberty, Iowa in substantial accordance with the plans and specifications
prepared by the City of Iowa City Staff
The final contract price is $82,338.00.
I recommend that the above-referenced improvements be accepted by the City
of Iowa City.
Sincerely,
~F:.~
Ronald R. Knoche, P.E.
City Engineer
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Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149
RESOLUTION NO. 07-301
RESOLUTION ACCEPTING THE WORK FOR THE 2007 PAVEMENT
REPLACEMENT FOR WATER MAIN PROJECT
WHEREAS, the Engineering Division has recommended that the work for construction of the
2007 Pavement Replacement for Water Main Project, as included in a contract between the City
of Iowa City and All American Concrete, Inc. of West Liberty, Iowa, dated March 20, 2007, 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 $82,338.00.
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 16th day of October ,20 07
MAQ;2~( f~"
Approved by
AlTEST:~ ~- ~~
IT CLERK
It was moved by Champion and seconded by
adopted, and upon roll call there were:
O'Donnell the Resolution be
AYES:
NAYS:
ABSENT:
x
X
X
X
X
X
Bailey
Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
x
Pweng/res/07pavementforwatermain.doc
10/07