HomeMy WebLinkAboutPAVEMENT REPLACEMENT FOR WATER MAIN/2006
PAVEMENT
REPLACEMENT
FOR WATER MAIN /
2006
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Prepared by: Ronald Knoche, City Eng., 410 E. Washington St., Iowa City, IA 52240, (319)356-5138
RESOLUTION NO. 06-70
RESOLUTION SETTING A PUBLIC HEARING ON MARCH 21, 2006 ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR
THE CONSTRUCTION OF THE 2006 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 21st day of March,
2006, 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 7th
day of 4-- 20 06
(~( {. O~Jkn
MAYOR - ~
Approved by
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ATTEST: ~ k. ~~
CITY ERK
pweng\res\2006 pavement.doc
Resolution No.
Page 2
06-70
It was moved by Champion and seconded by
adopted, and upon roll call there were:
Bailey
the Resolution be
AYES:
NAYS:
ABSENT:
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x
x
Bailey
Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
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CITY OF IOWA CITY
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DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT
FOR THE
2006 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:
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Ronald R. Knoche, P.E.
City Engineer
Iowa Reg. No. 15570
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My license renewal date is December 31,2006.
TABLE OF CONTENTS
TITLE SHEET
TABLE OF CONTENTS
ADVERTISEMENT FOR BIDS.........
Paqe Number
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
............................. GC-1
~
SUPPLEMENTARY CONDITIONS ...... ... ... .......... ..... ....... ... ..... ....... ...... ... ... ......... ... 0 SC-1 'i?-
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RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID )73 ~
PROJECTS.......................................................................................... ~ ~
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CONTRACT COMPLIANCE
(ANTI-DISCRIMINATION REQUIREMENTS).
GENERAL CONDITIONS..... .................... ... .......... ..... .... .........
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 ..................
CC-1
01010-1
01025-1
01310-1
01570-1
02050-1
02100-1
02220-1
02520-1
02515-1
02520-1
02524-1
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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, unti110:30
AM. on the 11th day of April, 2006, 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 18th day of April. 2006 or at such
later time and place as may be scheduled.
The Project will involve the following:
Replacement of 1640 SF PCC Pavement and
Driveways, 9,250 SF of HMA Pavement and
Driveways, 830 SF of Brick Pavers, 1,1994 SF
of 4" Sidewalk, 216 SF of 6" Sidewalk and
Curb Ramp, 48 SF of ADA Detectable
Warning Truncated Domes, and 4,515 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 contrad, 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
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a bond in an amount equal to one hundred
percent (100%) of the contract price, said bond to
be issued by a responsible surety approved by the
City, and shall guarantee the prompt payment of
all materials and labor, and also protect and save
harmless the City from all claims and damages of
any kind caused directly or indirectly by the
operation of the contract, and shall also guarantee
the maintenance of the improvement for a period
of five (5) year(s) from and after its completion
and formal acceptance by the City Council
The following limitations shall apply to this
Project:
Specified Completion Date: October 6, 2006
Liquidated Damages: $50.00 per day
The pians, 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 bianks 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 empioy 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
1. The successful bidder and all subcontractors are required to submit at least 4 days prior to
award three references involving similar projects, including at least one municipal
reference. Award of the bid or use of specific subcontractors may be denied if sufficient
favorable references are not verified or may be denied based on past experience on
projects with the City of Iowa City.
2. References shall be addressed to the City Engineer and include 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
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NB-1
FORM OF PROPOSAL
2006 PAVEMENT REPLACEMENT FOR WATER MAIN PROJECTS
CITY OF IOWA CITY
NOTICE TO BIDDERS:
PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND
VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE
CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT.
Name of Bidder
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The undersigned bidder submits herewith bid security in the amount of
, in accordance with the terms set forth in the "Project Specifications."
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Address of Bidder
TO: City Clerk
City of Iowa City
City Hall
410 E. Washington St.
Iowa City, IA 52240
$
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- Brown Street
Tentative Start Date Mav 30 thru June 15, 2006
1 PCC Pavement SF 260 $ $
2 HMA Pavement SF 2,400 $ $
3 PCC Driveway Approach SF 160 $ $
4 Brick Paving, Removal and Replace SF 830 $ $
5 4" Sidewalk SF 64 $ $
6 6" Sidewalk/Curb Ramp SF 176 $ $
7 PCC Curb and Gutter LF 20 $ $
8 ADA Detectable Warning SF 16 $ $
Truncated Domes
9 Pavement, Driveways, Sidewalk, Curb and Gutter SF 1,100 $ $
Removals
Subtotal $
FP-1
ITEM DESCRIPTION UNIT ESTIMATED UNIT EXTENDED
QUANTITY PRICE AMOUNT
DIV. 2- Hollywood Blvd.
Tentative Start Date September 22 thru Oct 6, 2006
1 HMA Pavements SF 350 $ $
2 PCC Driveway Approach SF 850 $ $
3 4" Sidewalk SF 300 $ $
4 6" Sidewalk/Curb Ramp SF 20 $ $
5 Curb and Gutter LF 10 $ $
6 ADA Detectable Warning SF 16 $ $
Truncated Domes
7 Pavement, Driveways, Sidewalk, Curb and Gutter SF 525 $ $
Removals
Subtotal
DIV. 3- Ridge Road
Tentative Start Date June 15 thru Auqust 18, 2006
1 HMA Pavements SF 6,500 $ $
2 PCC Driveway Approach SF 370 $ $
3 4" Sidewalk SF 1,630 $ $
4 6" Sidewalk/Curb Ramp SF 20 $ $
5 Curb and Gutter LF 10 $ $
6 ADA Detectable Warning SF 16 $ $
Truncated Domes
7 Pavement, Driveways, Sidewalk, Curb and Gutter SF 2,890 $ $
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:
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NOT~II sub~ntractors are subject to approval by City.
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The undersigned bidder certifies that this proposal is made in good faith, and without
collusion or connection with any other person or persons bidding on the work.
The undersigned bidder states that this proposal is made in conformity with the Contract
Documents and agrees that, in the event of any discrepancies or differences between any
conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the
more specific shall prevail.
Firm:
Signature:
Printed Name:
Title:
Address:
Phone:
Contact:
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BID BOND
, as Principal, and
as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa,
hereinafter called "OWNER," in the sum of
Dollars ($ ) to pay said sum as herein
provided. We as Principal and Surety further promise and declare that these obligations shall bind
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our heirs, executors, administrators, and successors jointly and severally. This oblig'@on is
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conditioned on the Principal submission of the accompanying bid, dated
Project.
NOW, THEREFORE,
(a)
If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract
in the form specified, and the Principal shall then furnish a bond for the Principal's
faithful performance of said Project, and for the payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all other respects
perform the Project, as agreed to by the City's acceptance of said Bid,
then this obligation shall be void. Otherwise this obligation shall remain in full force and effect,
provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed
the amount of the obligation stated herein.
By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the
Owner in the event that the Principal fails to execute the contract and provide the bond, as
provided in the Project specifications or as required by law.
The Surety, for value received, hereby stipulates and agrees that the obligations of said
Surety and its bond shall in no way be impaired or affected by any extension of the time within
which the Owner may accept such Bid or may execute such contract documents, and said Surety
does hereby waive notice of any such time extension.
The Principal and the Surety hereto execute this bid bond this
day of
, A.D., 20_.
Witness
Principal
By
(Seal)
(Title)
(Seal)
Surety
By
Witness
(Attorney-in-fact)
Attach Power-of-Attorney
BB-1
FORM OF AGREEMENT
THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa
("City"), and
("Contractor") .
Whereas the City has prepared certain plans, specifications, proposal and bid documents
dated the _ day of
, 20_, for the 2006 Pavement Replacement for
Water Main Project ("Project"), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully
describe the terms and conditions upon which the Contractor is willing to perform the Project.
NOW, THEREFORE, IT IS AGREED:
1. The City hereby accepts the attached proposal and bid documents of the
Contractor for the Project, and for the sums listed therein.
2. This Agreement consists of the following component parts which are incorporated
herein by reference:
a Addenda Numbers
b. "Standard Specifications for Highway and Bridge Construction," Series of
2001, Iowa Department of Transportation, as amended;
c.
Plans; ""
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f.
g.
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
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3. The names of subcontractors approved by City, together with quantities, unit
prices, and extended dollar amounts, are as follows (or shown on an attachment):
4. Payments are to be made to the Contractor in accordance with the Supplementary
Conditions.
DATED this
day of
,20_
Contractor
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(Title)
ATTEST:
Mayor
ATTEST:
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Approved By:
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PERFORMANCE AND PAYMENT BOND
, as
(insert the name and address or legal title of the Contractor)
Principal, hereinafter called the Contractor and
(insert the legal title of the Surety)
, as Surety, hereinafter called
the Surety, are held and firmly bound unto the City of Iowa City,
called the Owner, in the amount of
Iowa, as obligee, hereinafter
Dollars
($ ) for the payment for which Contractor and Surety
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hereby bind themselves, their heirs, executors, administrators, successors and as~ns, jotmiy and
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WHEREAS, Contractor has, as of , entered into a? 'r:\ ~ 0
(date) -'1 -
written Agreement with Owner for 2006 Pavement Replacement for Water Main_prOj~?';;'nd :..
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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
PB-1
funds to pay the cost of completion, less the balance of the Contract Price, but not
exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in this paragraph, shall mean the total amount
payable by Owner to Contractor under the Agreement, together with any addenda
and/or amendments thereto, less the amount properly paid by Owner to
Contractor.
C. The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of 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)
In 4: Witness
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Contract
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CITY OF IOWA CITY
SECTION 1- GENERAL POLICY STATEMENT
It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This
policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure
that applicants seeking 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.
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It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing
and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and
opportunity to gain and maintain employment.
PROVISIONS:
1.
All contractors, vendors, and consultants requesting to do business with the City must submit an
Equal Opportunity Policy Statement before the execution of the contract.
2.
All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by
another governmental agency) must abide by the requirements of the City's Contract Compliance
Program. Emergency contracts may be exempt from this provision at the discretion of the City.
Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the
City's Human Rights Ordinance, which is codified at Article 2 of the City Code.
3.
Contracting departments are responsible for assuring that City contractors, vendors, and consultants
are made aware of the City's Contract Compliance Program reporting responsibilities and receive the
appropriate reporting forms. A notification of requirements will be included in any request for proposal
and notice of bids.
4
Prior to execution of the contract, the completed and signed Assurance of Compliance (located on
pages CC-2 and CC-3) or other required material must be received and approved by the City.
5.
Contracting departments are responsible for answering questions about contractor, consuitant
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.
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SECTION II - ASSURANCE OF COMPLIANCE
The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program
which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO
THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT.
With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows:
(For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.)
a. The contractor will not discriminate against any employee or applicant for employment and will take
affirmative efforts to ensure applicants and employees are treated during employment without regard
to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability,
marital status, and age. Such efforts shall include, but not be limited to the following: employment,
promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of
payor other forms of compensation; and selection for training, including apprenticeship.
b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the
contractor, state that it is an equal opportunity employer.
Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the
regulations (see generally 29 U.S.C. S 1608 et seq.) and relevant orders of the U.S. Secretary of
Labor. The Secretary of Labor, and not the City, enforces said regulations and orders.
3. Provide a copy of your written Equal Employment Opportunity policy statement.
Where is this statement posted?
4. What is the name, telephone number and address of your business' Equal Employment Opportunity
Officer?
(Please print)
Phone number
Add ress
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.
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6. How does your business currently inform applicants, employees, and recruitment sources (including
unions) that you are an Equal Employment Opportunity employer?
The above responses to questions 1 through 6, are true and correctly refiect our Equal Employment
Opportunity policies.
Business Name
Phone Number
Signature
Title
Print Name
Date
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SECTION III . SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES
1. COMPANY POLICY
Determine your company's policy regarding equal employment opportunities. Document the policy and post
it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all
potential sources of employees and to your subcontractors asking their cooperation. The policy statement
should recognize and accept your responsibility to provide equal employment 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 postlngs, 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 EmpIOymentj2pportu@iy program. All
employees authorized to hire, supervise, promote, or discharge employees or are<]!v,9l;ted'!isuch actions
should be trained and required to comply with your policy and the current equal ~ym;st op~unity
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4. RECRUITMENT :-Zb ~ 0
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(a) Let potential employees know you are an equal opportunity employer. ~~an ~ done by
identifying yourself on all recruitment advertising as "an equal opportunity empIO}Sr". ::.
(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.
(I) Review the job application to insure that only job related questions are asked Ask yourself "Is this
information necessary to judge an applicant's ability to perform the job applied for?" Only use
job-related tests which do not adversely affect any particular group of people. .
(g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job
related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal
interviews can be a major source of discrimination.
(h) Improve hiring and selection procedures and use non-biased promotion, transfer and training
policies to increase and/or improve the diversity of your workforce representation. Companies
must make sure procedures for selecting candidates for promotion, transfer and training are
based upon a fair assessment of an employee's ability and work record. Furthermore, all
companies should post and otherwise publicize all job promotional opportunities and encourage
all qualified employees to bid on them.
CC-4
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Attached for your information is a copy of Section 2 - 3 - 1 of the Iowa
City Code of Ordinances which prohibits certain discriminatory
practices in employment. Please note that the protected
characteristics include some not mandated for protection by Federal
or State law. As a contractor, consultant or vendor doing business
with the City of Iowa City you are required to abide by the provisions
of the local ordinance in conjunction with your performance under a
contract with the City.
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2-5-1
CHAPTER 3
2-3-1
DISCRIMINATORY PRACTICES
SECTION:
2-3-1:
2-3-2:
Employment; Exceptions
Public Accommodation;
Exceptions
Credit Transactions; Exceptions
Education
Aiding Or Abetting; Retaliation;
Intimidation
2-3-3:
2-3-4:
2-3-5;
2-3-1:
EMPLOYMENT; EXCEPTIONS:
A.
It shali 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.
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
privlieges, 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- E.
plicant or member.
Iowa City
CC-6
C.
It shall be unlawful for any employer,
employment agency, labor organiza-
tion or the employees or members
thereof to directly or indirectly adver-
tise or in any other manner indicate or
publicize that individuals are unwel-
come, objectionable or not solicited
for employment Qf membership be-
cause of age, color, creed, disability,
gender identity, marital status, nation-
al odgln, race, religion, sex or sexual
orientation. (Ord. 95-3697, 11-7-1995)
Employment policies relating to preg-
nancy and childbirth 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.
D.
2. Disabilities caused or contributed to
by the employee's pregnanoy, miscar-
riage, childbirth and reoovery there-
from are, for all job-related purposes,
temporary disablilties and shali be
treated as suoh under any health or
temporary disability Insurance or siok
leave plan avaliable 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.
It shali be unlawful for any person to
solicit or require as e condition of
employment of any employee M pro-
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2-3-1
spective employee a test for the pres-
ence of the antibody to the human
immunodeficiency virus. An agree-
ment between an employer, employ.
ment agency, labor organization or
lheir 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 lor 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 ris.k of
transmission of the human immunode-
ficiency virus to other persons In a
specific occupation.
F. The foliowing are exempted from the
provisions of this Section:
1. Any bona fide religious institution or
its educational facility, association,
corporation or society with respect to
any qualifications for employment
based on religion when such qualifica-
tions are related to a bona fide reli-
gious purpose. A religious qualifica-
tion for instructional personnel or an
administrative officer, serving in a
supervisory capacity of a bona fide
religious educational facility or reli-
gious Institution shall be presumed to
be a bona fide occupational qualifica-
tion. (Ord. 94-3647,11-8-1994)
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CC-7
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 tile 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 nee.
essary to the normal operation of a
particular business or enterprise. The
bona fide occupational qualification
shall be interpreted narrowly. (Ord.
94-3647,11.8-1994)
GENERAL CONDITIONS
Division 11, General Requirements and Covenants of the Iowa Department of Transportation
"Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended,
shall apply except as amended in the Supplementary Conditions,
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S-1
S-2
S-3
S-4
S-5
S-6
S-7
S-8
S-9
S-10
S-11
S-12
SUPPLEMENTARY CONDITIONS
ARTICLES WITHIN THIS SECTION
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
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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 ofthe ENGINEER
SC-1
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S-3 INSURANCE.
A. CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION
1. Before commencing work, the Contractor shall submit to the City for approval a
Certificate of Insurance, meeting the requirements specified herein, to be in effect for
the full contract period. The name, address and phone number of the insurance
company and agent must accompany the certificate. The liability limits required
hereunder must apply to this Project only.
2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to
any change or cancellation of said policy or policies.
3 Cancellation or modification of said policy or policies shall be considered just cause for
the City of Iowa City to immediately cancel the contract and/or to halt work on the
contract, and to withhold payment for any work performed on the contract.
B. MINIMUM COVERAGE
-
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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 f~wing type and minimum amounts:
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..0: C-#~hensive General Liability Each Occurrence Aqqreqate
C""> '~ily Injury & Property Damage* $1,000,000 $2,000,000
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~ QJ~IY Injury & Property Damage $1,000,000
~ Exces"SLiability $1,000,000 $1,000,000
Worker's Compensation Insurance as required by Chapter 85, Code of Iowa.
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*Property Damage liability insurance must provide explosion, collapse and underground
coverage when determined by City to be applicable.
The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best.
In addition, the Contractor shall be required to comply with the following provisions with
respect to insurance coverage:
1. The entire amount of Contractor's liability insurance policy coverage limits, identified in
the policy and on the Certificate of Insurance, must, under the policy, be available to
pay damages for which the insured Contractor becomes liable, or for which the insured
assumes liability under the indemnity agreement herein contained, and such coverage
amount shall not be subject to reduction by virtue of investigation or defense costs
incurred by Contractor's insurer.
2. The entire amount of the Contractor's liability insurance policy coverage limits shall be
payable by the Contractor's insurer, with no deductible to be paid by, or self-insured
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
limitations not common to the type of coverage being provided, such exclusions or
limitations shall be noted on the Certificate of Insurance.
4. The City prefers that Contractor provide it with "occurrence form" liability insurance
coverage. If Contractor can only provide "claims-made" insurance coverage, then the
Contractor must comply with the following requirements:
a. 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.
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 h,erein 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.
7.
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 ~pend
Contractor's operations or activities under this Contract, or terminate t'5 Contr~t, and
withhold payment for work performed on the Contract. ~O :x
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In the event that any of the policies or insurance coverage identifiedaih :tontrnctorj5
Certificate of Insurance are canceled or modified, the City may in its ~p:etion eith~l
suspend Contractor's operations or activities under this Contract, oLl~iniil thO
Contract, and withhold payment for work performed on the Contract. ~ 7' 'f?
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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 employed by either of
them
2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of
Iowa City, Iowa
S-4 SUPERVISION AND SUPERINTENDENCE.
Add the following paragraph to 1105.05 of the lOOT 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.
A~the fo~ing paragraph to 1108.01 of the lOOT STANDARD SPECIFICATIONS
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q ~ Bi~~__ shall list those persons, firms, companies or other parties to whom it
U-!I ("') pr@~~s/intends to enter into a subcontract regarding this project as required for approval
-by ttwCCity and as noted onthe Form of Proposal and the Agreement.
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:lClf n~~ority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish
~ocum~tation of all efforts to recruit MBE's.
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S-6 COMPLIANCE WITH OSHA REGULATIONS.
Add the following paragraphs to 1107.01 of the lOOT 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.
To discharge from employment or refuse to hire any individual because of sex, race, color,
religion, national origin, sexual orientation, gender identity, marital status, age, or disability
unless such disability is related to job performance of such person or employee.
S-8 CONTRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS).
For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's
Contract Compliance Program, which is included with these Specifications beginning on page CC-1.
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-10 TAXES.
Contractor shall pay all sales, consumer, use and other similar taxes required to be paid in
accordance with local law as outlined in 1109.07 of the lOOT Standard Specifications. . The City
of Iowa City does issue tax exemption certificates to preclude the payment of sales tax. The
Contractor shall submit the information necessary for the certificates to be issued. If tax
exemption certificates are not issued, prior to project acceptance by the City Council, the
Contractor shall submit to the Engineer a statement of taxes paid, including all information
required by the State of Iowa for reimbursement of taxes. The City will reimburse Contractor
for taxes approved and reimbursed by the State of Iowa. Reimbursement to the Contractor
will occur within 30 days of the City receiving reimbursement from the State. Tax statements
submitted alter the project has been accepted by the City Council will not be accepted or
reimbursed.
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. '25
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RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS
PROJECT NAME:
TYPE OF WORK:
DATE OF LETTING
A resident bidder shall be allowed a preference as against a non-resident bidder from a state or
foreign country which gives or requires a preference to bidders from that state or foreign country.
That preference is equal to the preference given or required by the state or foreign country in
which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to
transact business in this state and having a place of business within the state, and has conducted
business for at least six months prior to the first advertisement for the public improvement. In the
case of a corporation, the above requirements apply as well as the requirement that the
corporation have at least fifty percent of its common stock owned by residents of this state.
This qualification as resident bidder shall be maintained by the bidder and his/her contractors and
subcontractors at the work site until the project is completed.
I hereby certify that the undersigned is a resident bidder as defined above and will remain such
from the start of the project until its completion.
COMPANY NAME:
CORPORATE OFFICER:
TITLE:
DATE:
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SECTION 01010
SUMMARY OF THE WORK
PART 1 - GENERAL
General description, not all inclusive.
A. Base Bid Work:
1. Remove Portland Cement Concrete and Hot Mix Asphalt roadways, driveways, parking lots, curbs
and gutters, sidewalks, curb ramps and other miscellaneous items.
2. Remove Brick roadways. Salvaged brick shall become the property ofthe City.
3. Remove and disposal of existing temporary rock fill.
4. Sawcutting of existing pavement, sidewalks, curbs and gutter, curb ramps prior to reconstruction.
5. Construct Portland Cement Concrete and Hot Mix Asphalt roadways, driveways, parking lots, curbs
and gutters, sidewalks, curb ramps and other miscellaneous items.
6. Furnish and install reinforcing steel and chairs for Portland Cement Concrete pavement, sidewalk,
and curb ramp repairs.
7. Seal all sawcuts and expansion joints.
8. Provide traffic and pedestrian traffic control during all phases of project.
9. Coordinate work schedules and traffic control with City Staff.
10. Other work associated with pavement, sidewalk, and curb ramp repairs due to utility work.
1/04
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01010-1
SECTION 01025
MEASUREMENT AND PAYMENT
PART 1- GENERAL
1.01 SUMMARY:
A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices.
1.02 STANDARD OF MEASUREMENTS:
A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the
actual quantity of work performed according to the various classes of work specified unless noted in Part 3
of this Section. The Contractor will be given an opportunity to be present during measurement.
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.,.Gompletion of
this work is required. If a separate pay item is not provided for this work, it is toa consi<~d incidental
to the project and no separate payment will be made. :Z: 0 ~
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2.01 NONE
PART 3 - EXECUTION
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3.01 PROCEDURE:
A. Payment under this contract shall occur no more than once per month for work completed by the
Contractor. Payment is based on an estimate of the total amount and value of work completed. It is not the
City's policy to pay for materials and equipment stored or furnishings fabricated off site.
01025-1
3.02 BID ITEMS:
A.
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:2'iit following subsections describe the measurement of and payment for the work to be done under the
croQs listed in the FORM OF PROPOSAL.
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(-E~ unit or lump sum price stated shall constitute full payment as herein specified for each item of work
2!o~leted in accordance with the drawings and specifications, including clean up.
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Cfi ~the Contractor's responsibility to identiry 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.
BID ITEM DESCRIPTIONS
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Portland Cement Concrete Pavement. ,< s; ~
Portland Cement Concrete Driveway Approach. ~~. ::..
The unit prices for these items will be paid based on the number of square fila of Po~nd 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 forms and
pavement at required elevations, supply, placement and compaction of subgrade material under
driveways and parking lots, forming, 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 uniform 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 !DOT M mix. The following portland cement pavement thickness' shall
apply:
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1.
3.
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 lOOT Specifications.
2. Hot Mix Asphalt Pavement.(Indudes the cosl 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(Indudes Ihe cosl 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 of7 inches.
5. 4" Portland Cement Concrete Sidewalk.
6. 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 !DOT C mix.
01025-3
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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 TOOT M mix. This item shall be considered incidental when poured
integrally with Portland Cement Concrete pavement.
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
a: 0 roadways, dnveways, parkmg lots, curbs and gutters, SIdewalks, and curb ramps. Removal of
::l >-" compacted granular material and traffic control shall be considered incidental. Saw cuts and hauling
C) I:::; and disposal of waste materials shall be incidental. All proposed saw cuts must be approved by the
>- C; 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
r5returned to the City of Towa City. Additional effort required for this purpose is considered incidental.
Div. 2 - Hollywood Blvd
1. Hot Mix Asphalt Pavement.(lncludes the cost of the P.CC 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 constmcted 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. Portland Cement Concrete Driveway Approach.
The unit prices for these items will be paid based OIl 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 forms and
pavement at required elevations, supply, placement and compaction of subgrade material under
driveways and parking lots, forming, 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 uniform 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:
01025-4
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 !DOT 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 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 !DOT 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 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 !DOT 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.
7. Pavement, Driveways, Sidewalk, Curb and Gutter Removals.
l.
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 phasin~ted o~e plans or as
otherwise approved or directed by the Engineer. All brick that is remo@(S\lall !:Ill salvaged and
returned to the City of Iowa City. Additional effort required for this purpo~ry:llUsia:red ~ental.
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The unit prices for these items will be paid based on the number of square feet of Hil'? 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
Div.3 - Ridge Road
01025-5
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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. 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, forming, 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 uniform 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 !DOT 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 !DOT Specifications.
3. 4" Portland Cement Concrete Sidewalk.
5::f 6" Portland Cement Concrete Sidewalk and Curb Ramps.
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ffi Q The unit price for these items will be paid based on the number of square feet of Portland Cement
~J cConcrete sidewalk constructed at the specified widths, thickness' and mix designs. Included with
~) othese items is subgrade preparation and compaction, subgrade treatments, reinforcing. steel, forming,
;: .etoncrete placement and finishing, curb ramps, curb ramp coloring per Section 03350 or fiberglass
09'anels, curing, jointing and joint sealing, backfilling at form lines, and traffic control. Portland
G:ement Concrete mix shall be !DOT 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 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 unifonn
grade between the sidewalk and top of curb, backfilling at curb lines, and traffic control. Portland
Cement Concrete mix shall be !DOT 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.
7. 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
01025-6
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.
3/06
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01025-7
SECTION 01310
PROGRESS AND SCHEDULES
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, disrnption 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 detai led 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.
A. No Pre-Bid meeting will be held.
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PART 3 - EXECUTION
3.01 MEETINGS PRIOR TO CONSTRUCTION:
B. A Pre-Construction meeting will be held prior to beginning work.
3.02 PROGRESS OF WORK:
A. 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.
B. Work will proceed in a well organized and continuous manner to minimize the disruption
to the general public (both pedestrian and vehicular) and the local businesses and residents.
Access to businesses and residences shall be maintained at all times.
C. Construction will proceed in phases. The particular phasing sequence is outlined in the
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.
01310-1
D. Restoration activities such as pavement replacement will follow closely behind the work
even if multiple mobilizations are necessary.
E. The Contractor will become an active partner with the City in communicating with and
providing information to concerned residents and businesses.
F. 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 contlicts 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. Notity 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.
3/06
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SECTION 01570
TRAFFIC CONTROL AND CONSTRUCTION FACILITIES
PART I-GENERAL
1.01 SUMMARY:
A. Furnish, install and maintain traffic control and construction facilities required for the
work. Remove when work is completed.
1.02 REFERENCES:
A. !DOT Standard Specifications.
B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform
Traffic Control Devices for Streets and Highways," 2000 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 !DOT
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 \0;00 p.m. and 7:1lll a.m.
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3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the mOT Standard Specifications:
Division 11. General Requirements and Covenants.
Section 1107.09. Barricades and Warning Signs.
Division 25. Miscellaneous Construction.
Section 2528. Traffic Control.
3.02 NO PARKING SIGNS:
A. The City will furnish "NO PARKING" signs to facilitate removal of parked vehicles ahead
of scheduled work. The Contractor is responsible for installation and maintenance of the
signs 48 hours in advance of when the vehicles must be removed.
3.03 MAINTENANCE OF FACILITIES:
A. The Contractor shall monitor the condition of traffic control and construction facilities at
all times, including non-work hours. Repair, replace and maintain as necessary.
B. Pedestrian access to homes and businesses shall be maintained at all times. Temporary
gravel surfaces shall be provided as directed by the Engineer.
3.04 EXCAVATIONS:
A. All excavations shall be fenced.
3.05 ADDITIONAL FACILITIES:
A. All signs, barricades and fences within and beyond the project area deemed appropriate by
the Engineer shall be the responsibility of the Contractor.
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01570-2
SECTION 02050
DEMOLITIONS, REMOVALS AND ABANDONMENTS
PART 1- GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as
indicated and specified.
1.02 REFERENCES:
A. IDOT 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 di~osal of~bish,
broken concrete, asphalt, stone, bricks, castings, and other waste or delXli result~ from
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SUBMITTALS:
A.
Locations of disposal sites.
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.
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 of the IDOT 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 INSPECTION:
A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to
revise demolition limits if required by the nature of construction.
3.03 PROCEDURES:
A. Utilities
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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.
When active utilities are encountered, promptly take necessary measures to support
and protect said utilities and maintain them in service.
Ifactive 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.
Active utilities shown on the drawings to be relocated, or which require relocation
due to unforeseen circumstances or conditions, shall be relocated in accordance
with instructions from the Engineer. Generally, the respective utility owners shall
be responsible to perform relocation work for their facilities. The Contractor shall
cooperate with these efforts in every reasonable way and shall not be entitled to
additional compensation for delays resulting from such relocations.
B. Site Protection Measures
I. Refer to Traffic Control Sheets for details.
2. Barricade and fence open excavations or depressions resulting from work during
non-working hours and when not working in immediate area. Provide suitable
warning devices adjacent to excavations and work areas.
3. Warning devices shall be kept operational during all non-working and non-active
periods.
C. Site Access Measures
1. Pedestrian access to homes and businesses shall be maintained at all times.
Temporary gravel surfaces shall be provided as directed by the Engineer.
2. Contractor shall perform demolition and removal operations so as to maintain
vehicular access to adjacent properties and businesses to the maximum extent
possible.
02050-2
D. Disposals
1. No material or debris shall be buried within the project work area. All unsuitable
material resulting from demolitions and removals shall be hauled to and disposed
of at a Contractor-furnished site approved by the Engineer or to the landfill. The
Contractor shall pay the current tipping fee at the landfill.
3.04 DEMOLITION AND REMOVALS:
A. Pavement and Sidewalk Removals
1. Removal shall be to the limits noted on the plans or as directed by the Engineer.
2. Pavement removal shall include brick, Portland Cement 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 ofIowa City.
5. Removal operations shall conform to construction phasing noted on the plans or as
directed by the Engineer.
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02050-3
SECTION 02100
SITE PREPARATION
PART 1- GENERAL
1.01 SUMMARY:
A. Furnish labor, material, tools and equipment to prepare site as indicated and specified.
1.02 REFERENCES:
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 will conform with the
following divisions and sections of the IDOT Standard Specifications: '"
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Section 2101. Clearing and Grubbing.
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Division 25. Miscellaneous Construction.
Section 2519. Fence Construction.
3.02
EXISTING TREES, SHRUBS AND VEGETATION:
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A. All trees, shrubs and vegetation shall remain and be protected from damage unless
specifically noted as "REMOVE" or "CLEAR AND GRUB" on the plans or as directed by
the Engineer.
B. No construction materials and/or equipment are to be stored, piled, or parked within the
trees' drip line.
C. Contractor is responsible for damage outside the limits of construction, and for trees,
shrubs and vegetation not designated for removal. The Contractor's liability for tree and
shrub damage will be based on the appraised value, not replacement value, and shall
include the cost of appraisal by a qualified arborist.
02100-1
3.03 EXISTING STRUCTURES AND PROPERTY:
A. Remove existing signs and posts within the construction area as directed by the Engineer.
All permanent traffic signs will be removed, stored, and replaced by the City of Iowa City.
Contractor shall provide 48 hour minimum advance notice for sign removal and for sign
replacement. Permanent signs will be replaced prior to concrete pours.
B. Move mailboxes to a location approved by the Engineer prior to closing road. Salvage and
store any unique supports for mailboxes. Restore mailboxes and their supports to their
prior location and condition when road is reopened.
3.04 EXISTING FENCING:
A. Only fencing designated by the Engineer shall be removed.
B. Sections of fence removed for construction shall be replaced per the applicable bid item. If
not addressed, replace with new materials.
3.05 EXISTING UTILITIES:
A. Contact appropriate utility representative to verifY the presence and location of buried
utilities in the construction area.
3.06 EROSION CONTROL:
A. Comply with Iowa City Code and Section 02270, Slope Protection and Erosion Control.
2/04
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SECTION 02220
EARTH EXCA V A TION, BACKFILL, FILL AND GRADING
PART 1 - GENERAL
1.01 SUMMARY:
A. Excavating, placing, stabilizing and compacting earth, including trench and rock
excavation, addition of borrow and backfill, disposal of excavated 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: - g
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Division 24. Structures.
Section 2402. Excavation for Structures.
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DRAINAGE AND DEWATERING:
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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
until the structures, pipes, and appurtenances to be built therein have been completed to
such extent that they will not be floated or otherwise damaged.
B. Dispose of all pumped or drained water without undue interference to other work, or
causing damage to pavements, other surfaces, or property. Provide suitable temporary
pipes, flumes, or channels for water that may flow along or across the work site.
C. 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.
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
I. Begin backfilling as soon as practicable and proceed until complete.
2. Material and Compaction
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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.
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 fmished surface,
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
I. Do not place backfill against or on structures until they have attained sufficient
strength to support the loads, including construction loads, to which they will be
subjected. Avoid unequal soil pressure by depositing material evenly around
structure.
2. Backfill shall consist of Class A crushed stone placed in one foot lifts compacted
to 95% Standard Proctor Density unless otherwise indicated or specified.
02220.2
3.04 UNAUTHOlUZEDEXCAVATION:
A. When the bottom of any excavation ig 'Hken out beyond the limits indicated or specified,
backfill, at Contractor's expense, with Class A crushed stone compacted to 95% Standard
Proctor Density.
2/04
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SECTION 02510
HOT MIX ASPHALT PAVING, BITUMINOUS SEAT COAT
AND MILLING.
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.
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A. roOT Standard Specifications.
B. roOT 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:
I. As per roOT Supplemental Specification 010 14, 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 roOT Standard Specifications:
Division 23. Surface Courses.
SS-O 10 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
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the following
divisions and sections of the mOT Standard Specifications:
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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-O 1 0 14 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 fmished 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 \',-inch mix shall be used on all streets and all divisions of this project.
02510-2
3.06 ADJUSTING STRUCTURES
A. The Contractor shall adjust all existing manhole rings, valve boxes, catch basins, etc. within the
existing pavement. This will include not only structures that need to be adjusted up but also
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 casting will be adjusted to \1,"
below the fmal fmished grade. The street surface course will then be placed. New castings to
replace old will be provided by the City to be installed by the Contractor where deemed
necessary by the Engineer; however, the cost of any damage caused by the Contractor will be
deducted from the Contractor's fmal payment. Adjustment to fmal 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.
3.07 ASPHALT BINDER
A. Asphalt binder shall be PG 64-22 on all streets and divisions of this project.
3.08 EXISTING STREET SURFA CES
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 MIXASPHALT PLACEMENT
A. Lifts
I. Division 1 - A I y," depth intermediate course followed by a 1 y," 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.
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02510-3
3.11 BITUMINOUS SEAL COAT AND SURFACE TREATMENT WORK:
A. Work shall conform to Standard Specification Section 2307 unless specified otherwise in this
document. Cover aggregate shall be W' Gradation 21. Bituminous material shall be MC-3000.
Primer shall be MC-70.
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SECTION 02515
PAVERS
PART 1- GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, shape, trim, compact and install
subgrade 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. C 1 028 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. C 136 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.
C 144-89 Standard Specification for Aggregate for Masonry Mortar. ""
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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
perfonnance 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
C. Submit material certificates for setting bed and joint fill materials.
1.05 DELIVERY, STORAGE AND HANDLING:
A. Deliver specified pavers to the site in steel banded, plastic banded, or plastic wrapped cubes
capable oftransfer 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:
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B. Brick pavers will be manufactured/supplied by:
Whitacre-Greer
1400 S. Mahoning Ave.
AlIiance,OH 44601
330-823-1610
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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 requirements set forth in
ASTM C 1272, Standard Specifications for Heavy Vehicular Paving Brick, Type R,
Application PX.
1. Minimum average compressive strength of 10,000 psi.
2. Maximum absorption of 6% when tested in accordance with ASTM C67.
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 of}" Class 'c' P.C.c. Reference Section 02520
2.03 SETTING BED AND JOINT MA TERIAL:
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 C136. 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
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B. Setting bed and joint fill sand will be mixed with Portland Cement at a ratio of 6
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02515-3
PART 3 - EXECUTION
3.01 PREPARATION FOR PAVERS PLACED ON P.c.c.:
A. Inspect P.c.c. base to ensure surface is clean and built in conformance with the plans.
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 OFPA VERS:
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 JOlNTTREATMENT:
A. Hand tight joints shall be a maximum of \-\" 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.
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02515-4
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING
PART 1 - GENERAL
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact
sub grades to receive Portland Cement Concrete paving.
.
B. Furnish labor, materials, tools and equipment to form, place, reinforce, fmish, joint, cure
and seal Portland Cement Concrete roadways, parking area slabs, driveways, 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 falIliliar with the specified requirements and
the methods needed for proper performance of the work in this section.
B. Quality testing:
I. Compressive Strength Tests.
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2. Entrained Air.
3. Slump.
4. Density Tests of Base and Subgrade.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Except as amended in this document, the materials in this section will conform with the
following divisions and sections of the IDOT Standard Specifications:
Division 41. Construction Materials.
Sections 4101 through 4122.
B. Aggregate durability class for all Portland Cement Concrete paving shall be Class 3.
02520-1
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the !DOT Standard Specifications:
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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 fmishing 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
D. Maximum allowable concrete temperature shall be 900 F.
E. If concrete is placed when the temperature of the concrete could exceed 900 F, the
Contractor shall employ effective means, such as precooling of aggregates and/or mixing
water, as necessary to maintain the temperature ofthe concrete as it is placed below 900 F.
3.04 OPENING TO TRAFFIC:
A. Opening to traffic, including Contractor's vehicles, will not be permitted until the
compressive strength 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 fmal 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
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02520-3
SECTION 02524
CURB RAMPS
PART 1 - GENERAL
1.01 SUMMARY:
A. Construct sidewalk curb ramps to meet ADA specifications.
1.02 REFERENCES:
A. Americans with Disabilities Act (ADA): Accessibility Guidelines for Buildings and
Facilities.
B. City ofIowa City Design Standards.
C. Iowa DOT ADA Curb Ramp Compliance (Alterations) - (lIA-4)
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L.M. Scofield Company Tech-Data Bulletin A-I04.10.
H. Armor-Tile Cast-In-Place TactilelDetectable Warning Surface Tile.
I. Figures section of specifications.
1.03 QUALITY ASSURANCE:
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A. Use adequate number of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the
methods needed for proper performance of curb ramp construction.
B. Slope measurements. Newly constructed curb ramps and sidewalks not meeting the slope
requirements will be, at the Engineer's discretion, removed and replaced at the 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 liquid material from
freezing. Expired materials shall not be used.
1.06 PROJECT CONDITIONS:
A. Comply with ACI requirements for cold and hot-weather concrete work.
B. Pre-Installation Meeting
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Concrete: Reference Section 2520.
B. Water: Fresh, clean and potable.
C. Stamped Truncated Domes
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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.
Bonding Agent: Product known to enhance adhesion to concrete.
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 starnping tool or
approved equal.
D. Cast-In-Place TactilelDetectable Warning Surface Tile
1. Color: Brick Red Color shall be homogeneous througbout 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 Armor-Tile Cast-in-Place
TactilelDetectable Warning Surface Tiles or approved equal.
02524-2
E. Prefabricated tiles or pavers may be submitted for approval as an alternative to stamped
concrete.
PART 3 - EXECUTION
3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the Iowa
DOT ADA Curb Ramp Compliance (Alterations) - (1IA-4) and the following sections of
the Americans with Disabilities Act (ADA) ~ Accessibility Guidelines for Buildings and
Facilities.
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Section 4. Accessible Elements and Spaces: Scope ~ Techn~l Re-
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3.02 SLOPES: __ [1' ~ ; ;
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A. Cross slope refers to the slope that is perpendicular to the direction of trav~ Runniug.slope
refers to the slope that is parallel to the direction of travel. W
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 1:12 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.
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 of Proposal.
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
3.06 TEXTURED SURFACE:
A. All sidewalk curb ramps designated by the Engineer or plan drawings shall be constructed
with truncated domes conforming to ADA specifications.
B. Detectable waming surfaces shall extend 24 inches in the direction of travel and the full
width of the curb ramp.
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. Verity 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 fmish 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.
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DETECTABLE WARNING TRUNCATED DOMES
I
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---
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URBAN STANDARD SPECIFICATIONS for PUBLIC IMPROVEMENT MANUAL
1.6"-2.4"
f----j
'"'it: t
50-65% OF L~ $ fk
BASE DIAM. - .
I +i f--O.9" TO 1.4"
DETECTABLE WARNING ALIGNMENT
(TOP VIEW)
50-65% OF
BASE DIAM.
I. I
/ ~0.2"
I I
O.g" TO 1.4"
DETECTABLE WARNINGS
(PROFILE)
PRE-MANUFACTURED PANEL
(THICKNESS VARIES)
6" 8"
-I.
24" \.111'1.
. .'.' '.; CONCRETE
E RTH SUBGR"DE
R cH"IR SUPPORl
RE-ROO 0
/ROADWAY PAVEMENl
~. : ," , .~ . .', : '.
12"
PRE-MANUFACTURED DETECTABLE WARNING PANEL INSTALLATION
PRE-MANUF ACTURED DETECTABLE WARNING PANELS SHALL BE FIRMLY SUPPORTED AT ALL CORNERS
ON RE-ROO OR CHAIR SUPPORTS AND PLACED INTO PLASTIC CONCRETE SIDEWALK RAMP.
(")
-
1 /2" (MAX.) CAULKED JOINT
24" \.111'1.
4; MODULAR PAVERS
~D (THICKNESS VARIES)
('"1 --- 6" 8"
'~j't ---\ ....>..,. .'. CONCRETE
,..J,rC,:;.'ROADWAY PAVEMENT '..';;.:>'. 18"
~ . ,~ E
\6 ~ EARTH SUBGR"O
9MODULAR DETECTABLE WARNING PAVED (BRICK PAVER) INSTALLATION
INSTALL MODULAR PAVERS AS SPECIFIED IN SECTION 7030, 3.14
3/4" SAND OR ASPHALT
SE1TING BED
~
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DETECTABLE WARNING SHALL BE STAMPED
IN FRESH INTEGRALLY COLORED CONCRETE
OR CONCRETE COLORED WITH A "DRY SHAKE"
STAIN. (RAMP AREA OUTSIDE OF l _ 24" MIN.
DETECTABLE WARNING SHALL -\ 6"-81""":::.. CONCRETE
NOT BE COLORED) ...'.....'..'.:.:.,:.
, ....... E"RTH SUBGR"DE
....~ ;'~:- ;0. '8"
6"
;;;'ROADWAY PAVEMENT
12"
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 LIGHT ON DARK OR DARK ON LIGHT
REV. DATE BY
DATE: 01/29/03
DETECTABLE WARNINGS
(TRUNCA TED DOMES)
FIGURE: 7030.14
SHEET 1 OF 1
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SIDEWALK CURB PROFILE );> w
COMMON PANEL 1:50 MAX
IN ANY DIRECTION (TYP)
INTEGRAL CURB (8" MAX)
OR WALL WHERE NECESSARY
MAXIMUM SLOPE 1 :12 (TYP)
MAXIMUM CROSS SLOPE
1 :50 (TYP)
UNLESS OTHERWISE
INDICATED BY ENGINEER
1/2" X 18"
REBAR
CENTERED IN
EXISTING
CURB,
TYPICAL ALL
CURB CUT
LOCATIONS
AND TYPES
SEALED
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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 REPAIRS
ENGINEER: J. IotcCLl.IRE
DRAWN: B. IIEREDITH
0.+.TE: .WI 1899-.... 2/04
FILE MAIlE: FlGURE2.1
JOINT FOR SIDEWALK
REPLACEMENTS OVER 81 IN LENGTH
EXISTING 4"
CONCRETE SIDEWALK
#4 REBAR X 12" @ l' FROM EDGE
OF SIDEWALK
NEW 4" CONCRETE SIDEWALK
".
."
DRILL AND EPOXY GROUT #4
REBAR 6" INTO EXISllNG
CONCRETE SIDEWALK
EXISTING 4"
CONCRETE SIDEWALK
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Section
#4 REBAR X 12" @ l' FROM EDGE
OF SIDEWALK
NEW 6" CONCRETE SIDEWALK
THROUGH DRIVEWAY
. ~ .'
DRILL AND EPOXY GROUT #4
REBAR 6" INTO EXISllNG
CONCRETE SIDEWALK
DRILL AND EPOXY GROUT #4
REBAR 6" INTO EXISllNG
CONCRETE SIDEWALK
EXISTING 4"
CONCRETE SIDEWALK
#4 REBAR RUN CONllNUOUS
1lHROUGHOUT LENG1lH OF SIDEWALK
Section
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Plan View
FIGURE 2
Reinforcing Steel Details
CITY OF IOWA CITY
SIDEWALK REPLACEMENT DETAILS
INSPECTOR: S. WHrrE
DRAWN: R. BENNETT
DATE: 01-12-2004
FILE NAME: FIGURE02-W
EXISTING 4"
CONCRETE SIDEWALK
EXISTING 4"
CONCRETE SIDEWALK
CITY OF IOWA CITY
JOINT FOR
SIDEWALK REPAIRS
3/8" REBAR X 12" @ l' ON CENTER
NEW 4" CONCRETE SIDEWALK
.' ,Of '.' '" .(J
~ .... ',.. Of' . . '. . .
EPOXY GROUT REBAR INTO
EXISTING CONCRETE
3/8" REBAR X 12" @ l' ON CENTER
NEW 6" CONCRETE SIDEWALK
THROUGH DRIVEWAY
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Doweling Details
SIDEWALK REPAIR DETAILS
INSPECTOR: R. BENNETT
DRAWN: B. MEREDIlH
DATE: 08-10-01
FILE NAME: FlGURED1
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HOT MiX ASPIIAI_T OVERLAY
PAVIMENT REPAil~S
ENGINEER: R. KNOCHE
DRAWN: R. BENNETT
llot.TE: FEB. 2004
FILE NAME: PAVEMENT REPAIRS
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PORTLAND CEMENT CONCRUE
PAVEMENl REPAIRS
ENGINEER: R. KNOCHE
DRAWN: R. BENNETT
1lIIlE: FE&. 2~
FILE NAME: PAVEIotENT REPAIRS
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BR,CK I\GADWAY
PAVEMU,l I~EYAIRS
ENGINEER: R. KNOCHE
DRAWN: R. BENNETT
1lo'.TE: FEB. 2004
FU: NAME: PAVEMENT REPAIRS
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CITY OF
IOWA CITY
BRICK
WITH HOT MIX ASPHALT OVERLAY
PAVEMENT REPAIRS
ENGINEER: R. KNOCHE
DRAWN: R. BENNETT
DAlE: FER 2004
FILE twlE: PAVEMENT REPAIRS
ENGINEER'S ESTIMATE OF COST
March 10,2006
City Clerk
City of Iowa City, Iowa
Re: 2006 Pavement Replacement for Water Main Project
Dear City Clerk:
The estimated cost of this project is $219,500.
Sincerely,
~:F.~-. g
Ronald R. Knoche, PE
City Engineer
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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
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NOTICE OF PUBLIC HEARING ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT AND
ESTIMATED COST FOR THE
2006 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
2006 Pavement Replacement for Water Main
Project in said city at 7:00 p.m. on the 21 st day of .
March, 2006, 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 Cierk.
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
2006 PAVEMENT REPLACEMENT FOR
WATER MAIN PROJECT
Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until10:30
A.M. on the 11th day of April, 2006, 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 18'h day of April. 2006 or at such
later time and place as may be scheduled.
The Project will involve the following:
Replacement of 1640 SF PCC Pavement and
Driveways, 9,250 SF of HMA Pavement and
Driveways, 830 SF of Brick Pavers, 1,1994
SF of 4" Sidewalk, 216 SF of 6" Sidewalk and
Curb Ramp, 48 SF of ADA Detectabie
Warning Truncated Domes, and 4,515 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
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 Date: October 6, 2006
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 specifi-
cations 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 quanti-
ties, 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
r,; ~
Prepared by: Ron Knoche, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5158
RESOLUTION NO. Ofi-q 1
RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON.
TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE 2006
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 1 0:30 a.m. on the 11th day of April, 2006, 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 18'h day of April,
2006, 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 21 s t
day of March ,20 Oli
~ (. j ^1JO~
MAYOR --
Approved by
~~ -:.//.,/",-,
CitYA~
ATTEST: ~.:..~ .J(. ,;.;~
CI ERK
pweng\res\2006pavement.doc 3/06
Resolution No.
Page 2
06-91
It was moved by Vanderhoef and seconded by
adopted. and upon roll call there were:
AYES:
NAYS:
x
X
X
y
x
X
x
ABSENT:
Bailey
the Resolution be
Bailey
Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
Printer's Fee $ 1'1.1/ ,}..
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 J time(s), on the
following date(s):
1l10lv..h \L,. droll>
Legal Clerk
Subscribed and sworn to before me
this n-h.... day of'7f1.aA.-l~
A.D. 20 ci..P
~~
ublic
, UN kROTZ
tii Cuo....boSlDn Number 732S1j 9
. . My Commission Exp res
January 27, 200B
OFFICIAL PUBLICATION
NOTICE OF PUBLIC HEARING ON
PLANS, SPECIFICATIONS, FORM
OF CONTRACT AND ESTIMATED
COST FOR THE
2006 PAVEMENT REPLACEMENT FOR
WATER MAIN PROJECT IN THE' CITY
OF IOWA CITY, IoWA
TO ALL TAXPAYERS OF THE CITY OF
IOWA CITY, IOWA, ~ND TO OTHER
INTERESTED 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,
specifications, form of contract and esti-
mated cost for the con-struction of the
2006 Pavement Replacement fOr Water
Main Project in said city at 7:00'p.m. 0f1
the 21st day of March, 2006. said meet-
ing 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 can-
celled, at the next meeting of the City
Council thereafter as posted by the City
Clerk. .
Said plans, specifications, form of con-
tract 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 interest-ad persons.
Any interested persons may appear at
said meeting of the City Council for the
purpose of making objections to and
dom~nts concerning said plans, specifi-
ca-tions, contract or the cost of making
said improvement.
This notice is given by order of the City
Coun-cil of the City of Iowa City, IoWa and
as provided by law.
MARIAN K, KARR, CITY CLERK
69098 March 16, 2006
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Prepared by: Ron Knoche, City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5138
RESOLUTION NO. nli-171i
RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO
SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR
CONSTRUCTION OF THE 2006 PAVEMENT REPLACEMENT FOR WATER
MAIN PROJECT.
WHEREAS, Hansen Asphalt of Iowa City, Iowa has submitted the lowest responsible bid of
$155,593.50 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 Hansen
Asphalt, 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 18th day of April ,20 06
C2-LJ~
MAYOR
ATTEST:(~f:;~;f~tA~ t!. ~~
I ERK
Approved by
~ ~~ ~;',I(')&,
Clty Attorn~~ '-'l
It was moved by Champion and seconded by
adopted, and upon roll call there were:
r.orrp..ia
the Resolution be
AYES:
NAYS:
ABSENT:
1{
x
x
x
x
x
X
Bailey
Champion
Correia
Elliott
O'Donnell
Vanderhoef
Wilburn
pwengfres/06pavement-hansen.doc
f:.~ryJ
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PERFORMANCE AND PAYMENT BOND
Bcta 7900658259
Hans"n Asphalt. 3507 Rohret Road. Iowa City. IA . as
(insert the name and address or legal title of the Contractor)
Principal, hereinafter called th() Contractor and AMCO I nsurance Company
(insert the legal title of the Surety)
, 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 one hundred fifty-five thousand five hundred ninety-three
and 501100Dotlars ($155,593.50) for the payment for which Contractor and Surety hereby bind
themselves, their heirs, executors, administrators, successors and assigns, jointly ami severally.
WHEREAS, Contraclor has, as of Apri 1 10, 2006
(date)
written Agreement with Owner for 2006 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
Crty Engineering Division, which Agreement is by reference made a part hereof, and the agreed-
upon wort<. 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 timeC)lade b~he
-- ~
Owner. :,,: 0 '--
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Whenever Contractor shall be, and is declared by Owner to be, In def~lt=under:the . 1 I
'>-.... J .___
Agreement, the Owner having performed Owner's obligations thereUnder, t~~ Suret{lfiay iT]
I., ""_
promptly remedy the default. or shall promptly: c~ ;:; :: ._)
-;::;. ./".
1. Complete the Project in accordance with the terms and co~ons ot}he
co
, entered into a
B.
2.
Agreement, or
Obtain a bid or
bids for submission to Owner for completing the Project in
accordance with the terms and conditions of the Agreement; and upon dotermina-
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
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T0Tb80SSTST:01
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exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in this paragraph, shall mean the total amount
payable by Owner to Contractor under the Agreement, together with any addenda
and/or amendmenlS Iherelo, less the amount properly paid by Owner to
Contractor.
C. The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of live (5) years from the date of formal
acceptance of the improvements by the Owner.
D. No right of action shall accrue to or for fhe use of any person, corporation or third party
other than the Owner named herein or tne 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 perfomled or materials furnished in the performance of the
Agreement for whose benefillhis bond is given. The provisions of Chapter 573, Code of Iowa, are
a part of this bond to the same extent as jf it were expressly set out herein.
SIGNED AND SEALED THIS
20.QL
25th
DAY OF
April
,
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IN THE PRESENCE OF
Hansen Asphalt
(Principal)
Witness
(Title)
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Insurance
1100 Locust St.
(Street)
Des Moi nes, IA 50391
(City, State, Zip)
(Phone)
PB-2
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WTbBOSSTST:Dl
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Power of Attorney
KNOW ALL MEN BY THESE PRESENTS That AMCO Insurance Company, a corporation organized under the laws ofthe State oflowa, with
its principal office in the City of Des Moines,Iowa, hereinafter caJled "Company", does hereby make, constitute and appoint
Sandra S. Alitz Richelle L. Boggess Dixie D. Brown Ronald L. Bruder Jeff Cose Paulette M. Dyson Jefi Eldredge
Melissa L. Evans Stephanie Finney Tim Foreman Grant R. Goodenow David E. Harbeck Brett E. Harman Kelly Hemmer
Peter Karney Elizabetb Moore Robert C.Mosber Beeky Nicbols Maggie Oebanpaugh SpeneerParis Roberta A, Ratehford
Andy Roby Larry D, Slegb Patrida M. Vermaee Kim Wells Stepben M. Welsb Carmon R. Wilson Faytb Wingerter
each in his or her individual capacity, its true and lawful Attorney-In-Fact with full power and authority to sign, seal, and execute in its behalfany
and all bonds and undertakings and other obligatory instruments of similar nature (except bonds guaranteeing the payment of principal and interest
of notes, mortgage bonds and mortgagees) in penalties not exceeding the sum of
FIVE MILLION AND NOll 00 DOLLARS ($5,000,000.00)
and to bind the Company thereby, as fully and to the same extent as if such instruments were signed by the duly authorized officers of the
Company; and all acts of said Attorney pursuant to the authority hereby given are hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the following By-Laws duly adopted by the Board of Directors of
the Company.
ARTICLE 7. EXECUTION OF CONTRACTS
"Section 7.4 Instrument Issued bv the Comoration. Bonds, undertakings, and other obligatory instruments of similar nature, other than insurance
policies and insurance endorsements, issued by the Corporation shall be validly executed and binding on the Corporation when signed by the
President or a Vice President or by the Attorney(s)-In-Fact appointed by the President or by a Vice President,"
"Section 7.5 Annointment of Allents. The President or a Vice President shall have the power to appoint agents of the Corporation, or other
persons, as Attomey(s)-In~Fact to act on behalf of the Corporation in the execution of bonds, undertakings, and other obligatory instruments of
similar nature, other than insurance policies and endorsements, with full power to bind the Corporation by their signature and execution of any
such instrument. The appointment of such Attorney(s)-In-Fact shall be accomplished by Powers of Attorney signed by the President or the Vice
President. "
This Power of Attorney is signed and sealed by facsimile under and by the following By-Laws duly adopted by the Board of Directors of the
Company.
ARTICLE 7 EXECUTION OF CONTRACTS
"Section 7.6 Verifications. The Secretary, or any Assistant Secretary, is authorized to certifY that any such Power of Attorney signed is validly
executed and binding on the Corporation and to certify that any bond, undertaking, or obligatory instrument of similar nature, other than insurance
policies and endorsements, to which the Power of Attorney is attached is and shall continue to be a valid and binding obligation of the
Corporation, according to its terms, when executed by Attorney(s)-In-Fact appointed by the President or Vice President."
"Section 7.7 Use of Como rate Seal. It shall not be necessary to the valid execution and binding effect on the Corporation of any bond,
undertaking, or obligatory instrument of similar nature, other than insurance policies and endorsements, signed on the behalf of the Corporation by
the President or a Vice President, or Attomey(s)-In-Fact appointed by the President or a Vice President, or of any Power of Attorney executed on
behalf of the Corporation appointing Attorney(s)-In-Fact to act for the Corporation, or of any certificate to be executed by the Secretary or an
Assistant Secretary, as hereinabove in Sections 7.4, 7.5, and 7.6 provided, that the corporate seal be affixed to any such instrument, but the person
authorized to sign such instrument may affix the corporate seal. A facsimile corporate seal affixed to any such instrument shall be as effective and
bindin& as the original seal."
"Secllon 7.8 Other Facsimile SilIDatures. A facsimile signature of the President or of a Vice President affixed to any bond, undertaking, or
obligatory instrument of SimIlar nature, other than policies and endorsements, or to a Power of Attorney signed by such President or a Vice
PreSIdent, as herein in Sections 7.4 and 7.5 provided, or a facsimile signature of the Secretary or of an Assistant Secretary to any certificate as
herein in Section 7.6 provided, shall be effective and binding upon the Corporation with the same force and effect as the original signatures of any
such officers. n
"Section 7.9 Fonner Officers. A facsimile signature of a fonner officer shall be ofthe same validity as that of an existing officer, when affixed to
any insurance policy or Insurance endorsement, any bond or undertaking, any Power of Attorney or certificate, as herein III Sections 7.1,7.2,7.4,
7.5, and 7.6 provided."
IN WITNESS WHEREOF, the Company has caused these presents to be signed by its Vice President and its corporate seal to be hereunto affixed
this 3rd day of April,2001. ~
..!.;;i~~. AMCO INSURANCE AN / //
'~it~~~..'\:. ,~
, \SEALi I
f. o.t!..,\'-';." I By: Vice President
---iil.:....
STATE OF IOWA
COUNTY OF POLK
ss
.~..]
On this 3rd day of April, 2001, before me personally came Brett Harman, to me known, who, being by me duly swonr,:qid depo@dsaythat
he is Vice President of AMCa Insurance Company, the corporation described in and which executed the above ins~; ~t he kpdws the seal
of said corporation, that the seal affixed to said instrument is such corporation seal; that it was so affixed pursuant to au~giverfPy the Board
of Directors of said corporation and that he has signed his name thereto pursuant to like authority, and acknowledged tM~- sarrje to 1i1he acT$i1l'
deed of said corporatIOn. '-~) '-'- I
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~ a&ff
Notary Public C2
My Commission Expires March 24, 2008 ___
CERTIFICATE <: ..
I, the undersigned, Assistant Secretary of AMCO Insurance Company, a corporation organized under thl.': laws of the Slate ofIo~do hereby
certify that the foregoing Power of Attorney is still in force, and further certify that Sections 7.4 through 7.9 inclusive of Anicle 7 of1he By-Laws
of the Company set forth in said Power of Attorney are still in force.
~
.ll
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IN T~STIMONY WHEREOF, I have subscribed my name and affixed the seal oftbe Company
this 25' day of April, 2006.
.~'!~.
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f. ..t!nr.:';.'-I
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6711
Bda I (11-03)00
This Power of Attorney expires
06/21/08
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Assistant Secretary
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
January 2, 2007
City Clerk
City of Iowa City, Iowa
Re: 2006 Pavement Replacement for Water Main Project
Dear City Clerk:
I hereby certify that the construction 'of the 2006 Pavement Replacement for
Water Main Project has been completed by Hansen Asphalt of Iowa City, Iowa in
substantial accordance with the plans and specifications prepared by the Iowa
City Engineering Division.
The final contract price is $186,626.50.
I recommend that the above-referenced improvements be accepted by the City
of Iowa City.
Sincerely,
~Zlr
Ronald R. Knoche, P.E.
City Engineer
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Prepared by: Ron Knoche, Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5138
RESOLUTION NO. 07-8
RESOLUTION ACCEPTING THE WORK FOR THE 2006 PAVEMENT
REPLACEMENT FOR WATER MAIN PROJECT
WHEREAS, the Engineering Division has recommended that the work for construction of the
2006 Pavement Replacement for Water Main, as included in a contract between the City of Iowa
City and Hansen Asphalt of Iowa City, Iowa, dated April 25, 2006, 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 $186,626.50.
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 9th
day of Januarv ,20 07
~(_J~
MAYOR
Approved by
ATTEST: ~~J'-".J k- ~
IT LERK
r/0D?
It was moved by RR; , ~y and seconded by
adopted, and upon roll call there were:
VRnr1Prho~f the Resoiution be
AYES:
NAYS:
ABSENT:
x
x
x
x
x
x
x
Bailey
Champion
Elliott
Lehman
O'Donnell
Vanderhoef
Wilburn
pwenglmasterslrk.watermain,doc
12/29/06