HomeMy WebLinkAboutFinal 2026 Paving patch DocumentPROJECT MANUAL
FOR
2026 PAVEMENT REPAIRS
WATERLOO WATER WORKS
WATERLOO, IOWA
NOTICE OF PUBLIC HEARING AND ADVERTISEMENT FOR BIDS
Notice is hereby given that the Board of Trustees of the Waterloo Water Works of the
City of Waterloo, Iowa, will meet in the office of the General Manager, 325 Sycamore Street,
Waterloo, Iowa, at 8:30 a.m., local time, April 22, 2026, at which time and place said Board
will conduct a public hearing on the proposed adoption of Plans and Specifications and Form
of Contract for the 2026 Pavement Repairs Project at various locations in and around the City
of Waterloo, Iowa.
At the aforesaid time and place, the Board will consider any objections which may be
offered to said Plans and Specifications and Form of Contract and to the making of said
improvement.
Proposals for said improvement shall be filed in the aforesaid office before 11:15
a.m. on April 14, 2026. The sealed proposals will be thereafter publicly opened and will be
immediately read and recorded. All proposals shall be made on official Proposal Forms
furnished by the Board of Trustees of Waterloo, Iowa, and must be enclosed in a separate
sealed envelope and plainly identified and addressed to the Water Works Board of Trustees,
Waterloo, Iowa. Each proposal shall be accompanied in a separate envelope by either cash,
a certified check drawn on a solvent state, or national bank; or a bid bond, in the form set out
in the Specifications, executed by a corporation authorized to contract as a surety in the State
of Iowa in the amount equal to five percent (5%) of the amount of the proposal, made payable
to the order of the Treasurer of the Waterloo Water Works Board of Trustees of Waterloo,
Iowa. The bid deposit may be forfeited to the Board of Trustees as liquidated damages in the
event the successful Bidder fails to enter into a contract and file an acceptable bond
satisfactory to the Board of Trustees assuring the faithful fulfillment of the contract and
maintenance of said improvements as required by law within 10 days after the acceptance of
the proposal. No Bidder may withdraw a proposal within 30 days after the date set for
opening bids.
The successful Bidder shall be required to furnish a corporate surety bond in an
amount equal to 100% of its contract price, said bond to be issued by a responsible surety
approved by the Board of Trustees, and shall guarantee the faithful performance of the
contract and the terms and conditions therein contained, and shall guarantee the prompt
payment of all materials and labor and protect and save harmless the Board of Trustees from
claims and damages of any kind caused by the operation of the contractor and shall also
guarantee the maintenance of the improvements in good repair for a period of two (2) years
from and after the completion and acceptance by the Board of Trustees.
If the contract is awarded, the contractor will be required to start construction within 15
days after a fully executed copy of the contract documents is issued. The date for completion
is September 30, 2026.
The contract documents are now available at the Waterloo Water Works office
of the General Manager at the aforesaid address.
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Consideration will be given to the lowest responsible bidder submitting a sealed
proposal, provided, however, that the Board reserves the right to reject any and all bids. In
evaluating and awarding the contract, the Board will give consideration and weight to the bid
which offers the best basis of construction, quality, probable service life and availability of
replacement parts for equipment utilized and shall give due consideration to past
experience.
BOARD OF WATER WORKS TRUSTEES
CITY OF WATERLOO, IOWA
By
Chad Coon
General Manager
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INSTRUCTIONS TO BIDDERS
1. OPENING OF PROPOSALS
Bids will be publicly opened at the office of the General Manager, 325 Sycamore
Street, Waterloo, Iowa, at 11:15 a.m., local time, Tuesday, April 14, 2026, and will
be immediately read and recorded. The Public Hearing and official awarding of bids
will be at the Waterloo Water Works Board of Trustees meeting on April 22, 2026, at
8:30 a.m.
2. EXPLANATION TO BIDDERS
Any explanation desired by a bidder regarding the meaning or interpretation of the
Notice to Bidders, Plans, Specifications, etc., must be requested in writing and with
sufficient time allowed for a reply to reach bidders before submission of their bids.
Any interpretation made will be in the form of an amendment of the Notice to Bidders,
Plans, Specifications, etc., and will be furnished to all prospective bidders. Its receipt
by the bidder must be acknowledged in the space provided on the Proposal Form or
by letter or telegram received before the time set for opening of bids. Oral
explanations or instructions given before the award of the contract will not be binding.
3. EXPLANATION OF PROPOSED WORK
Bidders should visit the site and take such other steps as may be reasonably
necessary to ascertain the nature and location of the work, and the general and local
conditions which can affect the work or the cost thereof. Failure to do so will not
relieve bidders from responsibility for estimating properly the difficulty or cost of
successfully performing the work. The owner will assume no responsibility for any
understanding or representation concerning conditions made by any of its officers or
agents prior to the execution of the contract, unless included in the Notice to Bidders,
the Specifications or related documents.
4. PREPARATION OF BIDS
a. Bids shall be submitted on the forms furnished, or copies thereof, and must be
manually signed. If erasures or other changes appear on the forms, each
erasure or change must be initialed by the person signing the bid.
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The bidder has the option to submit a computer-generated spreadsheet in lieu
of the portion of the Form of Bid or Proposal, which includes the Bid Item
Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price,
and Total Bid. The computer-generated spreadsheet shall include all of the
information listed in that portion of the Form of Bid or Proposal as well as bear
the signature of the Prime Contractor submitting the bid. For the bidders who
submit a computer-generated spreadsheet, the TOTAL BID (with alternates, if
applicable) shall also be indicated in the space(s) provided on the Form of Bid
or Proposal.
b. The Bid Form may provide for submission of a price or prices for one or more
items, which may be lump sum bids, alternate prices, schedule items resulting
in a bid on a unit of construction or a combination thereof, etc. When the Bid
Form explicitly requires that the bidder bid on all items, failure to do so will
disqualify the bid. When submission of a price on all items is not required,
bidders should insert the words “no bid” in the space provided for any item on
which no price is submitted.
c. Unless called for, alternate bids will not be considered.
d. Modifications of bids already submitted will be considered if received at the
office designated in the Notice to Bidders by the time set for closing of bids.
Telegraphic modifications will be considered, but should not reveal the amount
of the original or revised bid.
e. In preparing his bid, the bidder shall specify the price, written legibly in ink or
with the typewriter, at which he proposes to do each item of work. The unit
price shall be stated in figures in the blank space provided (i.e., $7.14). In
items where unit price is required, the total amount of each item shall be
computed at the unit prices bid for the quantities given on the Bid Form and
stated in figures in the blank space provided.
If the bidder chooses to submit the unit prices, total bid price, and total bid on
a computer-generated spreadsheet, all numbers shall be easily legible.
f. Any changes or alterations made in the Bid Form, or any addition thereto, may
cause the rejection of the bid. No bid will be considered which contains a
clause in which the contractor reserves the right to accept or reject a contract
awarded him by the Waterloo Water Works Board of Trustees. Bids in which
the unit prices are obviously unbalanced may be rejected.
5. SUBMISSION OF BIDS
a. A bid must be sealed in a separate envelope and marked to indicate its
contents and be accompanied by the bid security in a separate envelope. If
forwarded by mail, the two envelopes shall be placed in a third and mailed to
the General Manager. All bids must be filed with the General Manager of the
Waterloo Water Works at his office before the time specified for closing bids.
b. Bids received prior to the advertised hour of opening will be securely kept
sealed. The officer whose duty it is to open them will decide when the
specified time has arrived, and no bid received thereafter will be considered;
except that when a bid arrives by mail after the time fixed for opening, but
before the reading of all other bids is completed, and it is shown to the
satisfaction of the Waterloo Water Works that the non-arrival on time was due
solely to delay in the mails for which the bidder was not responsible, such bid
will be received and considered.
c. Bidders are cautioned that, while telegraphic modifications of bids may be
received as provided above, such modifications, if not explicit and if in any
sense subject to misinterpretation, shall make the bid so modified or amended,
subject to rejection.
6. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS
Bids and modifications or withdrawals thereof received at the office designated in the
Notice to Bidders after the exact item set for closing of bids will not be considered.
However, a modification which is received from an otherwise successful bidder, and
which makes the terms of the bid more favorable to the Waterloo Water Works, will
be considered at any time it is received and may therefore be accepted. Bids may be
withdrawn by written or telegraphic request received from bidders prior to the time set
for closing of bids.
7. PUBLIC OPENING OF BIDS
Bids will be publicly opened at that time and place set for opening in the Notice to
Bidders. Their content will be made public for the information of bidders and others
interested who may be present either in person or by representative.
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8. BID SECURITY REQUIRED
All bids must be accompanied in a separate envelope by a certified or cashier’s
check drawn on an Iowa bank, or a bank chartered under the laws of the United
States, a certified share draft drawn on a credit union in Iowa or chartered under the
laws of the United States, or bid bond (on the form furnished by the Waterloo Water
Works) payable to the Waterloo Water Works, in the sum of not less than five percent
(5%) of the bid submitted, which certified check, certified share draft or bid bond will
be held as security that the Bidder will enter into a Contract for the construction of the
work and will furnish the required bonds, and in case the successful Bidder shall fail
or refuse to enter into the Contract and furnish the required bond, his bid security
may be retained by said Waterloo Water Works as agreed upon liquidated damages.
If bid bond is used, it must be signed by both the bidder and the surety or surety’s
agent. Signature of surety’s agent must be supported by accompanying Power of
Attorney.
9. EXECUTION OF AGREEMENT, BOND AND CERTIFICATE OF INSURANCE
a. Subsequent to the award and within ten (10) days after the prescribed forms
are presented for signature, the successful bidder shall execute and deliver to
the Waterloo Water Works an agreement in the form included in the contract
documents in such number of copies as the Waterloo Water Works may
require.
Having satisfied all conditions of award as set forth elsewhere in these
documents, the successful bidder shall, within the period specified in
paragraph “a” above, furnish a surety bond in a penal sum not less than the
amount of the contract as awarded, as security for the faithful performance of
the contract and terms and conditions therein contained and shall guarantee
the prompt payment of all persons, firms or corporations to whom the
contractor may become legally indebted for labor, materials, tools, equipment
or services of any nature including utility and transportation services,
employed or used by him in performing the work. The bond shall protect and
save harmless the Waterloo Water Works from claims and damages of any
kind caused by the operations of the contractor and shall also guarantee the
maintenance of the contract improvements for the period stated in the Notice
of Hearing from and after completion of said improvements and their
acceptance by the Waterloo Water Works. Such bond shall be in the same
form as that included in the contract documents and shall bear the same date
as, or a date subsequent to that of the agreement. The current Power of
Attorney for the person who signs for any surety company shall be attached to
such bond.
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b. The successful bidder shall, within the period specified in paragraph “a” above,
furnish a certificate of insurance for approval in an amount not less than the
limits of liability specified in the General Conditions, or required by law,
whichever is greater, and shall indemnify and save harmless the Waterloo
Water Works from claims and damages of any kind caused by the operation of
the Contractor and shall also guarantee the maintenance of the improvements
in good repair for a period of two (2) years from and after the completion and
acceptance by the Board of Trustees. The certificate of insurance shall be
furnished in such number of copies as the Waterloo Water Works may require.
The Waterloo Water Works and Board of Trustees shall be named as an
“Additional Insured.” The contractor shall similarly submit his subcontractor’s
certificates of insurance in the amounts for approval before each commences
work. The contractor shall carry or require that there be Workmen’s
Compensation Insurance for all his employees and those of his subcontractors
engaged in work at the site, in accordance with State Workmen’s
Compensation Laws.
c. The failure of the successful bidder to execute such agreement and to supply
the required bond or bonds within ten (10) days after the prescribed forms are
presented for signature, or within such extended period as the Waterloo Water
Works may grant, based upon reasons determined sufficient by the Waterloo
Water Works may either award the contract to the next lowest bidder or re-
advertise for bids, and may charge against the bidder the difference between
the amount of the bid and the amount for which a contract for the work is
subsequently executed, irrespective of whether the amount thus due exceeds
the amount of the bid guaranty. If a more favorable bid is received by re-
advertising, the defaulting bidder shall have no claim against the Waterloo
Water Works for a refund.
10. AWARD OF CONTRACT
a. Owner reserves the right to reject any and all Bids, to waive any and all
informalities and to negotiate contract terms with the Successful Bidder, and
the right to disregard all nonconforming, nonresponsive or conditional Bids.
Discrepancies between words and figures will be resolved in favor of words.
Discrepancies between the indicated sum of any column of figures and the
correct sum thereof will be resolved in favor of the correct sum.
b. In evaluating Bids, Owner shall consider the qualifications of the Bidders,
whether or not the Bids comply with the prescribed requirements, and
alternates and unit prices if requested in the Bid forms. It is Owner's intent to
accept alternates (if any are accepted) in the order in which they are listed in
the Bid form but owner may accept them in any order or combination.
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c. The basis for determining low bid on the project will be the sum of the Base
Bid Total and the Additional Items Total. The Additional Items unit prices will
be used to determine the payment for additional pavement repairs added to
the project, at the Waterloo Water Works’ discretion. All Base Bid Items and
Additional Items are exempted from consideration for additional payment
based on variance from the estimated quantities specified in the contract
documents.
d. Owner may consider the qualifications and experience of Subcontractors and
other persons and organizations (including those who are to furnish the
principal items of material or equipment) proposed for those portions of the
work as to which the identity of Subcontractors and other persons and
organizations must be submitted. Operating costs, maintenance
considerations, performance data and guarantees of materials and equipment
may also be considered by Owner.
e. Owner may conduct such investigations as they deem necessary to assist in
the evaluation of any Bid and to establish the responsibility, qualifications and
financial ability of the Bidders, proposed Subcontractors and other persons
and organizations to do the work in accordance with the Contract Documents
to Owner's satisfaction within the prescribed time.
f. Owner reserves the right to reject the Bid of any Bidder who does not pass
any such evaluation to Owner's satisfaction.
g. If the contract is to be awarded, it will be awarded to the lowest Bidder whose
evaluation by Owner indicates to Owner that the award will be in the best
interest of the Project.
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FORM OF PROPOSAL FOR
2026 PAVEMENT REPAIRS
Submitted by
Company
Address
Date
A.The undersigned, being familiar with the local conditions affecting the cost of the
work and with the Contract Documents, including the Notice of Public Hearing and
Advertisement for Bids, Instructions to Bidders, Form of Proposal, Form of Contract,
Contractors Bond, Plans, General Conditions, General Special Conditions, Special
Conditions and Standard Specifications of the City of Waterloo, with any Addenda
thereto issued during the time of bidding, all on file in the office of the Board of Water
Works Trustees, City of Waterloo, Iowa, hereby propose to perform everything
required to be done and furnished and to provide and furnish all labor and materials
necessary to perform and complete, in a workmanlike manner, all the work required
for the project, in accordance with the plans and specifications for said
improvements.
B.It is understood and agreed that the contractor will supply all materials, unless
otherwise specified, necessary to removal and replacement of pavement patches as
specified. The materials used must comply with the latest City of Waterloo and
Waterloo Water Works specifications for such material as described in the special
conditions.
C.All patches shall be replaced with paving materials compatible with the present
paving and in compliance with the requirements of the City Engineer, City of
Waterloo, for repair of street paving. Valve box and valve pit lids must be to grade
and free of concrete and asphalt.
D.The undersigned hereby proposes to furnish all supervision, technical personnel,
labor, materials, machinery, tools, appurtenances, equipment and services, including
utility and transportation services required to construct and complete the installation
of the proposed pavement repair, all in accordance with the contract documents and
for the unit prices for work in place for the following items and quantities:
WATERLOO WATER WORKS - 2026 PAVING PATCHES
ITEM
NO.
SUDAS
SPECIFICATION
*SEE
SUPPLEMENTAL
ITEM DESCRIPTION UNIT QUANTITY ESTIMATE REFERENCE INFROMATION
1 7020-108-B 3" HMA SY 0.0
SURFACE AND INTERMEDIATE COURSES ARE TO BE ST
(STANDARD TRAFFIC), 1/2", PG58-28S MIXES. BASE
COURSES ARE TO BE ST (STANDARD TRAFFIC), 3/4",
PG58-28S MIXES. COMPOSITE PATCHES WILL INCLUDE
HMA INTO THE CURB AND GUTTER SECTION. JOINT
SAWING AND EXCAVATION THAT MAY BE REQUIRED IS
INCIDENTAL TO THIS ITEM.
2 7020-108-B 3.5" HMA SY 0.0
3 7020-108-B 4" HMA SY 268.3
4 7020-108-B 4.5" HMA SY 94.4
5 7020-108-B 5" HMA SY 12.4
6 7020-108-B 6" HMA SY 7.6
7 7020-108-B 6.5" HMA SY 0.0
8 7020-108-B 7.5" HMA SY 123.4
9 7020-108-B 8" HMA SY 14.4
10 7020-108-B 8.5" HMA SY 29.1
11 7020-108-B 9" HMA SY 20.7
12 7020-108-B 10" HMA SY 0.0
13 7020-108-B 10.5" HMA SY 66.4
14 7020-108-B 12" HMA SY 13.3
15 7010-108-A 6" PCC SY 69.6 ITEM TO INCLUDE ROCK NECESSARY TO BRING
BOTTOM OF PAVING TO PROPER GRADE IF NECESSARY.
FOR COMPOSITE PATCHES, JOINT SEALING IS NOT
REQUIRED AND ITEM TO INCLUDE INTEGRAL CURB AND
GUTTER. JOINT SAWING AND EXCAVATION THAT MAY BE
REQUIRED IS INCIDENTAL TO THIS ITEM.
16 7010-108-A 7" PCC SY 98.1
17 7010-108-A 8" PCC SY 33.9
18 7010-108-A 9" PCC SY 4.2
19 7010-108-A 9.5" PCC SY 14.6
20 7010-108-E 24" PCC CURB AND GUTTER, 6" LF 62.0 ITEM TO INCLUDE EXPANSION AND REINFORCEMENT IF
TYING INTO EXISTING STORM/SANTIARY SEWER
BOXOUTS. JOINT SAWING AND EXCAVATION THAT MAY
BE REQUIRED IS INCIDENTAL TO THIS ITEM.
21 7010-108-E 24" PCC CURB AND GUTTER, 7.5" LF 9.1
22 7010-108-E 24" PCC CURB AND GUTTER, 8" LF 16.0
23 7010-108-E 24" PCC CURB AND GUTTER, 8.5" LF 16.0
24 7010-108-E 24" PCC CURB AND GUTTER, 9" LF 0.0
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25 7010-108-E 24" PCC CURB AND GUTTER, 10.5" LF 56.0
26 7010-108-E 24" PCC CURB AND GUTTER, 12" LF 15.0
27 7030-108-G* DETECTABLE WARNING DEVICE SF 10.0 REFER TO CITY OF WATERLOO SUPPLEMENTAL
SPECIFICATIONS FOR ACCEPTED MATERIAL TYPES
28 7030-108-E PCC SIDEWALK, 4" SY 18.7 EXCAVATION REQUIRED FOR INSTALLATION OF
SIDEWALK IS INCIDENTAL TO THIS ITEM. JOINT SAWING
AND EXCAVATION THAT MAY BE REQUIRED IS
INCIDENTAL TO THIS ITEM.
29 7030-108-E PCC SIDEWALK, 6" SY 5.9
30 7030-108-H PCC DRIVEWAY, 5" SY 24.7
ITEM TO INCLUDE 1" EXPANSION MATERIAL, FULL
DEPTH AT BACK OF CURB. EXCAVATION REQUIRED FOR
PLACMEMENT OF DRIVEWAY IS INCIDENTAL. JOINT
SAWING AND EXCAVATION THAT MAY BE REQUIRED IS
INCIDENTAL TO THIS ITEM.
31 7040-108-H PAVEMENT REMOVAL SY 795.2
ITEM TO INCLUDE METHODS NECESSARY TO REMOVE
AND DISPOSE OF EXISTING PAVEMENT, INCLUDING
SIDEWALK REMOVAL, IN THE PATCH AREA. ITEM TO
INCLUDE REMOVING EXCESS ROCK MATERIAL TO THE
PROPER GRADE. CONTRACTOR TO CONFIRM LIMITS
WITH CITY OF WATERLOO ENGINEERING DEPARTMENT
PRIOR TO SAWCUTTING.
32 2010-108-I* GEOGRID OR WOVEN GEOTEXTILE SY 45.1
GEOTEXTILES USED SHALL BE GEOTEXTILE SYSTEMS BY
RPOPEX GEOTEX 350 ST, TENCATE MIRAFI HP 370, OR
APPROVED EQUAL.
33 11020-108-A MOBILIZATION LS 1.0
34 8030-108-A TRAFFIC CONTROL LS 1.0
NOTE: EXCAVATED MATERIAL TO BE PLACED BACK IN EXCAVATED AREAS. WATERLOO WATER WORKS WILL BE RESPONSIBLE FOR THE TOPSOIL AND SEEDING OF
EXCAVATED AREAS.
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WATERLOO WATER WORKS - 2026 PAVING PATCHES
ITEM NO. SUDAS SPECIFICATION *SEE
SUPPLEMENTAL ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE BID PRICE
1 7020-108-B 3" HMA SY 0.0
2 7020-108-B 3.5" HMA SY 0.0
3 7020-108-B 4" HMA SY 268.3
4 7020-108-B 4.5" HMA SY 94.4
5 7020-108-B 5" HMA SY 12.4
6 7020-108-B 6" HMA SY 7.6
7 7020-108-B 6.5" HMA SY 0.0
8 7020-108-B 7.5" HMA SY 123.4
9 7020-108-B 8" HMA SY 14.4
10 7020-108-B 8.5" HMA SY 29.1
11 7020-108-B 9" HMA SY 20.7
12 7020-108-B 10" HMA SY 0.0
13 7020-108-B 10.5" HMA SY 66.4
14 7020-108-B 12" HMA SY 13.3
15 7010-108-A 6" PCC SY 69.6
16 7010-108-A 7" PCC SY 98.1
17 7010-108-A 8" PCC SY 33.9
18 7010-108-A 9" PCC SY 4.2
19 7010-108-A 9.5" PCC SY 14.6
20 7010-108-E 24" PCC CURB AND GUTTER, 6" LF 62.0
21 7010-108-E 24" PCC CURB AND GUTTER, 7.5" LF 9.1
22 7010-108-E 24" PCC CURB AND GUTTER, 8" LF 16.0
23 7010-108-E 24" PCC CURB AND GUTTER, 8.5" LF 16.0
24 7010-108-E 24" PCC CURB AND GUTTER, 9" LF 0.0
25 7010-108-E 24" PCC CURB AND GUTTER, 10.5" LF 56.0
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26 7010-108-E 24" PCC CURB AND GUTTER, 12" LF 15.0
27 7030-108-G* DETECTABLE WARNING DEVICE SF 10.0
28 7030-108-E PCC SIDEWALK, 4" SY 18.7
29 7030-108-E PCC SIDEWALK, 6" SY 5.9
30 7030-108-H PCC DRIVEWAY, 5" SY 24.7
31 7040-108-H PAVEMENT REMOVAL SY 795.2
32 2010-108-I* GEOGRID OR WOVEN GEOTEXTILE SY 45.1
33 11020-108-A MOBILIZATION LS 1.0
34 8030-108-A TRAFFIC CONTROL LS 1.0
TOTAL BID PRICE
NOTE: EXCAVATED MATERIAL TO BE PLACED BACK IN EXCAVATED AREAS. WATERLOO WATER WORKS WILL BE RESPONSIBLE FOR THE TOPSOIL AND SEEDING OF
EXCAVATED AREAS.
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E.In submitting this bid, it is understood that the right is reserved by the Board of Water
Works Trustees, City of Waterloo, Iowa, to reject any or all bids. It is agreed that this
bid may not be withdrawn for a period of thirty (30) days from the opening thereof.
F.The Bidder also noted that by virtue of statutory authority, a preference will be given
to products and provisions grown within the State of Iowa, and that a preference will
be given to Iowa labor.
G.The Bidder has made a field inspection of each site and is familiar with the general
conditions with which the above approximate dimensions were used in preparation of
this bid. Clean up is assumed to be part of the above prices and the lump sum total
bid.
H.The Bidder hereby acknowledges receipt of Addenda as follows, issued during the
period of estimating and included in the Proposal herein set forth:
Addendum No.
Addendum No.
Addendum No.
Received (Date)
Received (Date)
Received (Date)
Firm Name
By
Title
Official Address
Telephone No.
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BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
as Principal,
and as Surety, are
hereby held and firmly bound unto the Board of Water Works Trustees, City of Waterloo,
Iowa, in the penal sum of
Dollars ($ ) lawful money of the United States, for the payment of which, well
and truly to be made, we hereby jointly and severally bind ourselves, successors and
assigns.
THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, that whereas the
Principal has submitted to the Board of Water Works Trustees, City of Waterloo, Iowa, a
certain Proposal attached hereto and hereby made a part hereof to enter into a contract in
writing, for the 2026 Pavement Repairs Project at various locations in the City of Waterloo,
Iowa.
NOW THEREFORE,
(a)If said Proposal shall be rejected, or in the alternate,
(b)If said proposal shall be accepted and the Principal shall execute and deliver a
contract in the Form of Contract attached hereto (properly completed in
accordance with said Proposal) and shall furnish a bond for the payment of all
persons performing labor and furnishing materials in connection therewith, and
shall in all other respects perform the agreement created by the acceptance of
his Proposal, then this obligation shall be void, otherwise the same shall
remain in force and effect; it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no event,
exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its bond shall be in no way impaired or affected
by any extension of the time within which the Owner may accept such
Proposal; and said Surety does hereby waive notice of any such extension.
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IN WITNESS WHEREOF, the Principal and the Surety, have hereunto set their hands and
seals, and such of them as are corporations, have caused their corporate seals to be hereto
affixed and these presents to be signed by their proper officers this day
of , A.D. 2026.
(Seal)
Principal
By
(Title)
(Seal)
Witness Surety
By
Witness Attorney-in-Fact
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FORM OF CONTRACT (AGREEMENT)
THIS AGREEMENT made and entered into as of the day of
, 20 , by and between
, hereinafter called the “Contractor” and the Board of Water Works
Trustees, City of Waterloo, Iowa, hereinafter called the “Owner”.
WITNESSED: That the Contractor and the Owner, for the consideration stated herein,
agree as follows:
ARTICLE 1 – WORK
Contractor shall complete all work as specified or indicated in the Contract Documents. The
work is generally described as furnished all labor, materials, equipment, utilities, tax,
transportation and the performing of all operations in connection with the 2026 Pavement
Repairs Project at various locations in and around the City of Waterloo, Iowa.
ARTICLE 2 – Commencement and Completion of Work
The work under the proposed Contract shall be commenced after execution of the
construction Contract and issuance of Notice to Proceed by the Owner, and shall be
completed by September 30, 2026.
ARTICLE 3 – The Contract Sum
The Owner shall pay the Contractor for the performance of this Contract the aggregate of
which is estimated to be
.
ARTICLE 4 – Contract Documents
Contract Documents shall consist of the following component parts:
1. Addenda Nos. , , and
2.General Conditions
3.General Special Conditions
4.Special Conditions
5.Plans
6.Instructions
7.Notice of Public Hearing and Advertisement for Bids
8.Bid Form
9.This Instrument
10.Waterloo Water Works “Standard Specifications for Installation of
Water Main”, latest edition
11.Contractor’s Bond
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This instrument together with the documents herein above mentioned form the Contract,
and they are as fully a part of the Contract as if hereto attached or herein repeated. In the
event that any provision in any of the component parts of this Contract conflicts with any
provision of any other component part, the provision in the component part first enumerated
herein shall govern, except as otherwise specifically stated.
IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed in
three original counterparts as of the day and year first above written.
CONTRACTOR
By
(Corporate Seal)
Title
Witness
Address for giving notices
OWNER Board of Water Works Trustees
By Chad Coon, General Manager
Address for giving notices
P.O. Box 27
Waterloo, IA. 50704
Evidence of approval for this project is contained in the Minutes of the Board of Water
Works Trustees.
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CONTRACTOR'S BOND
KNOW ALL MEN BY THESE PRESENTS: That we,
of
(hereinafter called the Principal) and
of
(hereinafter called the Surety) are held and firmly bound unto the
BOARD OF WATER WORKS TRUSTEES, CITY OF WATERLOO, IOWA, in the penal sum
of
Dollars ($ )
lawful money of the United States, to the payment of which sum, well and truly to be made,
the Principal herein firmly binds himself (themselves), their heirs, executors, and
administrators, and the said Surety binds themselves, their successors, assigns, executors
and administrators, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT whereas the above-
bounded Principal, did on the day of , 20 , enter into a
written Contract with the Board of Water Works Trustees, City of Waterloo, Iowa, for the
2026 Pavement Repairs Project at various locations in and around the City of Waterloo,
Iowa, together with all of its terms, covenants, conditions, and stipulations is incorporated
herein, and made a part hereof as fully and completely as if said Contract were recited at
length, and
WHEREAS, the Principal and Surety on this Bond hereby agree to pay all persons,
firms or corporations having Contracts directly with the Principal or with Subcontractors, all
just claims due them for labor performed or materials furnished in the performance of the
Contract on account of which this Bond is given, when the same are not satisfied out of the
portion of the Contract price which the public corporation is required to retain until
completion of the public improvements, but the Principal and Surety shall not be liable to
said persons, firms or corporations unless the claims of said claimants against said portion
of the Contract price shall have been established as provided by law.
NOW, if the Principal shall in all respects fulfill his said Contract according to the
terms and tenor thereof, and shall satisfy all claims and demands incurred for the same, and
shall indemnify and save harmless the Board of Water Works Trustees, City of Waterloo,
Iowa, from all costs and damages which it may suffer by reason of failure to do so, and shall
fully reimburse and repay the Board of Water Works Trustees, City of Waterloo, Iowa, all
outlays and expense which it may incur in making good any such default, then the obligation
is to be void and of no effect; otherwise to remain in full force and effect.
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Every Surety on this bond shall be deemed and held, any contract to the contrary
notwithstanding, to consent without notice:
1. To any extension of time to the contract in which to perform the contract.
2. To any changes in the plans, specifications, or contract when such change
does not involve an increase of more than twenty percent (20%) of the total
contract price, and shall then be released only as to such excess increase.
3. That no provision of this bond or any other contract shall be valid which limits
to less than two (2) years from the time of the acceptance of the work the right
to sue on this bond for defect in workmanship or material not discovered or
known to the Obligee at the time such work was accepted.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this
day of , 20 .
Principal
BY:
Surety
Attorney-in-Fact
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GENERAL CONDITIONS
ARTICLE 1 – DEFINITIONS
Wherever used in these General Conditions or in the other Contract Documents, the
following terms have the meanings indicated which are applicable to both the singular and
plural thereof:
Addenda – Written or graphic instruments issued prior to the opening of Bids which clarify,
correct or change the bidding documents or the Contract Documents.
Agreement – The written agreement between OWNER and CONTRACTOR covering the
Work to be performed; other Contract Documents are attached to the Agreement and made
a part thereof as provided therein.
Bid – The offer or proposal of the Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
City Engineer – The City Engineer of Waterloo, Iowa, or his authorized representative.
Contract Price – The moneys payable by OWNER to CONTRACTOR under the Contract
Documents as stated in the Agreement.
Contract Time – The number of days or the date stated in the Agreement for the completion
of the Work.
CONTRACTOR – The person, firm or corporation with whom OWNER has entered into the
Agreement.
Notice of Award – The written notice by OWNER to the apparent successful Bidder stating
that upon compliance by the apparent successful Bidder with the conditions precedent
enumerated therein, within the time specified, OWNER will sign and deliver the Contract
Documents.
OWNER – The public body or authority, corporation, association, partnership, or individual
with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be
provided.
Project – The total construction of which the Work to be provided under the Contract
Documents may be the whole, or a part as indicated elsewhere in the Contract Documents.
Specifications – Those portions of the Contract Documents consisting of written technical
descriptions of materials, equipment, construction systems, standards and workmanship as
applied to the Work and certain administrative details applicable thereto.
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Work – The entire completed Construction or the various separately identifiable parts
thereof required to be furnished under the Contract Documents. Work is the result of
performing services, furnishing labor and furnishing and incorporating materials and
equipment into the construction, all as required by the Contract Documents.
ARTICLE 2 – PRELIMINARY MATTERS
Delivery of Bonds:
2.1 When CONTRACTOR delivers the executed Agreements to OWNER,
CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be
required to furnish in accordance with the Contract Documents.
2.2 OWNER shall furnish to CONTRACTOR up to three copies of the Contract
Documents for the execution of the Work. Additional copies will be furnished upon
request at the cost of reproduction.
2.3 The Contract Time will commence as indicated in the Notice to Proceed.
2.4 Within seven days after the date of the Notice to Proceed, the CONTRACTOR shall
submit a preliminary schedule of the Work and schedule a preconstruction
conference at the site of the Work.
ARTICLE 3 – CONTRACT DOCUMENTS: INTENT AND REUSE
3.1 The Contract Documents comprise the entire Agreement between OWNER and
CONTRACTOR concerning the Work. It is the intent of the Contract Documents to
describe a complete project.
3.2 The Contract Documents will be governed by the law of the place of the project.
ARTICLE 4 – AVAILABILITY OF LANDS
OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the
Work is to be performed, rights-of-way for access thereto, and such other lands which are
designated for the use of CONTRACTOR.
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ARTICLE 5 – BONDS AND INSURANCE
5.1 The bidder to whom the contract is awarded will be required to file a surety bond in a
sum equal to the full amount the Board is obligated to pay under the terms of said
contract. This bond shall be in form complying with all applicable laws, ordinances
and regulations and other provision of the State of Iowa pertaining thereto, and shall
be conditioned upon the completion of the contract in accordance with the aforesaid
plans and specifications. The bond shall be executed by a surety company
authorized to do business within the State of Iowa.
5.2 The CONTRACTOR shall purchase and maintain insurance to protect himself and
OWNER and the CITY ENGINEER against all hazards enumerated herein. All
policies shall be in the amounts, form and companies satisfactory to the OWNER.
All certificates of insurance required herein shall state that thirty (30) days written
notice will be given to the OWNER before the policy is cancelled or changed. All
certificates of insurance shall be delivered to the OWNER and City Engineer prior
to the time that any operations under this contract are started.
All of said CONTRACTOR’S certificates of insurance shall be written in an insurance
company authorized to do business in the State of Iowa.
5.3 The CONTRACTOR shall purchase and maintain such insurance as will protect him
from claims set forth below which may arise out of or result from the
CONTRACTOR’S operations under the Contract, whether such operations be by
himself or by any Subcontractor or by anyone directly or indirectly employed by any
of them, or by anyone for whose acts any of them may be liable:
1. Claims under workers’ or workmen’s compensation, disability benefit and other
similar employee benefit acts;
2. Claims for damages because of bodily injury, occupational sickness or disease,
or death of his employees;
3. Claims for damages because of bodily injury, sickness or disease, or death of
any person other than his employees;
4. Claims for damages insured by usual personal injury liability coverage which are
sustained (a) by any person as a result of an offense directly or indirectly related
to the employment of such person by the CONTRACTOR, or (b) by any other
person;
5. Claims for damages, other than to the work itself, because of injury to or
destruction of tangible property, including loss of use resulting therefrom; and
6. Claims for damages because of bodily injury or death of any person or property
damage arising out of the ownership, maintenance or use of any motor vehicle.
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5.4 The insurance required by Section 5.3 shall be written for not less than any limits of
liability specified herein, or required by law, whichever is greater:
1. General Liability; (including contractual,
independent contractors, broad form
property damage, personal injury,
underground explosion and collapse
hazards).
$1,000,000 Combined Single
Limit Per Occurrence
$1,000,000 Aggregate
2. Automobile Liability; (including all
owned, non-owned, and hired autos).
$1,000,000 Combined Single
Limit
3. Workers’ Compensation Statutory Benefits
$500,000 Coverage B
4. Umbrella Liability; (applying directly
excess of above liability coverages).
$1,000,000 Combined Single
Limit
$1,000,000 Aggregate
The Waterloo Water Works and Board of Trustees and CITY ENGINEER shall
be named as “Additional Insured”.
5.5 The insurance required by Section 5.3 shall include contractual liability insurance
applicable to the CONTRACTOR’S obligations as follows:
1. To the fullest extent permitted by law, the CONTRACTOR shall indemnify and
hold harmless the OWNER and the City Engineer and their agents, officers
and employees from and against all claims, damages, losses and expenses,
including, but not limited to attorney’s fees, arising out of or resulting from the
performance of the work, provided that any such claim, damage, loss or
expense (a) is attributable to bodily injury, sickness, disease or death, or to
injury to or destruction of tangible property (other than the work itself) including
the loss of use resulting there from, and (b) is caused in whole or in part by any
negligent act or omission of the CONTRACTOR any Subcontractor, anyone
directly or indirectly employed by any of them or anyone for whose acts any of
them may be liable, regardless of whether or not it is caused in part by a party
indemnified hereunder. Such obligation shall not be construed to negate,
abridge, or otherwise reduce any other right or obligation of indemnity which
would otherwise exist as to any party or person described in this Section 5.5.
2. In any and all claims against the OWNER or the City Engineer or any of their
agents, officers or employees by any employee of the CONTRACTOR, any
Subcontractor, anyone directly or indirectly employed by any of them or anyone
for whose acts any of them may be liable, the indemnification obligation under
this Section shall not be limited in any way by any limitation on the amount or
type of damages, compensation or benefits payable by or for the
CONTRACTOR or any Subcontractor under workers’ or workmen’s
compensation acts, disability benefit acts or other employee benefits acts.
3. The obligations of the CONTRACTOR under this Section shall not extend to the
liability of the City Engineer, his agents or employees, arising out of (a) the
preparation or approval of maps, drawings, opinions, reports, surveys, change
orders, designs or specifications, or (b) the giving of or the failure to give
directions or instructions by the City Engineer, his agents or employees
providing such giving or failure to give is the primary cause of the injury or
damage.
5.6 For the consideration in this agreement heretofore stated, in addition to
CONTRACTOR’S other obligations, the CONTRACTOR assumes full responsibility
for all loss or damage from any cause whatsoever to any tools owned by the
mechanics, any tool machinery, equipment, or motor vehicles owned or rented by the
CONTRACTOR, his agents, subcontractors, material men or his or their employees:
to shed or other temporary structures, scaffolding and stagings, protective fences,
bridges and sidewalk hooks. The CONTRACTOR shall also assume responsibility
for all loss or damage caused by, arising out of or incident to larceny, theft or any
cause whatsoever (except as hereinbefore provided) to the structure which the work
of this contract, and any modifications, alterations, enlargement thereto, is to be
done, and to following items and labor connected or to be used as a part of the
permanent materials, and supplies necessary to the work.
5.7 Upon the occurrence of any event, the liability for which is herein assumed, the
CONTRACTOR agrees to forthwith notify the OWNER, in writing, such happening,
which notice shall forthwith give the details as to the happening, the cause as far as
can be ascertained, the estimate of loss or damage done, the names of witnesses, if
any, and stating the amount of any claim.
5.8 The CONTRACTOR shall secure, if applicable, “All Risk” type Builder’s Risk
Insurance for work to be performed. Unless specifically authorized by the OWNER,
the amount of such insurance shall not be less than the Contract price totaled in the
Bid. The policy shall cover not less than the losses due to fire, explosion, hail,
lightning, vandalism, malicious mischief, wind, collapse, riot, aircraft, and smoke
during the Contract time, and until the work is accepted by the OWNER. The policy
shall name as the insured the CONTRACTOR and the OWNER.
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ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES
Supervision and Superintendence:
6.1 CONTRACTOR shall supervise and direct the work competently and efficiently,
devoting such attention thereto and applying such skills and expertise as may be
necessary to perform the work in accordance with the Contract Documents.
CONTRACTOR shall be solely responsible for the means, methods, techniques,
sequences and procedures of construction, but CONTRACTOR shall not be solely
responsible for the negligence of others in the design or selection of a specific
means, method, technique, sequence or procedure of construction which is indicated
in and required by the Contract Documents. CONTRACTOR shall be responsible to
see that the finished work complies accurately with the Contract Documents.
6.2 CONTRACTOR shall keep on the work at all times during its progress a competent
resident superintendent, who shall not be replaced without written notice to OWNER.
Labor, Materials and Equipment:
6.3 CONTRACTOR shall provide competent, suitable qualified personnel to survey and
lay out the work and perform construction as required by the Contract Documents.
6.4 CONTRACTOR shall furnish all materials, equipment, labor, transportation,
construction equipment and machinery, tools, appliances, fuel, power, light, heat,
telephone, water and sanitary facilities and all other facilities and incidentals
necessary for the execution, testing, initial operations and completion of the work.
6.5 All materials and equipment shall be of good quality and new, except as otherwise
provided in the Contract Documents.
6.6 All materials and equipment shall be applied, installed, connected, erected, used,
cleaned and conditioned in accordance with the instructions of the applicable
manufacturer, fabricator, supplier or distributor, except as otherwise provided in the
Contract Documents.
Equivalent Materials and Equipment:
6.7 Whenever materials or equipment are specified or described in the Drawings or
Specifications by using the name of a proprietary item or the name of a particular
manufacturer, fabricator, supplier or distributor, the naming of the item is intended to
establish the type, function and quality required. Unless the name is followed by
words indicating that no substitution is permitted, materials or equipment of other
manufacturers, fabricators, suppliers or distributors may be accepted by OWNER if
sufficient information is submitted by CONTRACTOR to allow OWNER to determine
that the material or equipment proposed is equivalent to that named.
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6.8 CONTRACTOR shall be fully responsible for all acts and omissions of his
Subcontractors and of persons and organizations directly or indirectly employed by
them and of persons and organizations for whose acts any of them may be liable to
the same extent that CONTRACTOR is responsible for the acts and omissions of
persons directly employed by CONTRACTOR.
Patent Fees and Royalties:
6.9 CONTRACTOR shall pay all license fees and royalties and assume all costs incident
to the use in the performance of the Work or the incorporation in the Work of any
invention, design, process, product or device which is the subject of patent rights or
copyrights held by others.
Permits:
6.10 Unless otherwise provided in the Special Conditions, CONTRACTOR shall obtain
and pay for all construction permits and licenses.
Laws and Regulations:
6.11 CONTRACTOR shall give all notices and comply with all laws, ordinances, rules and
regulations applicable to the Work. If CONTRACTOR observes that the
Specifications or Drawings are at variance therewith, CONTRACTOR shall give
OWNER prompt written notice thereof, and any necessary changes shall be adjusted
by an appropriate Modification.
Taxes:
6.12 CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to
paid by him in accordance with the law of the place of the Project.
6.13 CONTRACTOR shall confine construction equipment, the storage of materials and
equipment, and the operations of workmen to areas permitted by law, ordinances,
permits or the requirements of the Contract Documents, and shall not unreasonably
encumber the premises with construction equipment or other materials or equipment.
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6.14 During the progress of the Work, CONTRACTOR shall keep the premises free from
accumulations of waste materials, rubbish and other debris resulting from the Work.
At the completion of the Work, CONTRACTOR shall remove all waste materials,
rubbish and debris from and about the premises as well as all tools, appliances,
construction equipment and machinery, and surplus materials, and shall leave the
site clean and ready for occupancy by OWNER, CONTRACTOR shall restore to their
original condition those portions of the site not designated for alteration by the
Contract Documents.
6.15 CONTRACTOR shall not load nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall CONTRACTOR subject any part of
the Work or adjacent property to stresses or pressures that will endanger it.
Safety and Protection:
6.16 CONTRACTOR shall be responsible for initiating, maintaining and supervising all
safety precautions and programs in connection with the Work. CONTRACTOR shall
comply with all applicable laws, ordinances, rules, regulations and orders of any
public body having jurisdiction for the safety of persons or property or to protect them
from damage, injury or loss; and shall erect and maintain all necessary safeguards
for such safety and protection.
Emergencies:
6.17 In emergencies affecting the safety or protection of persons or the Work or property
at the site or adjacent thereto, CONTRACTOR, without special instruction or
authorization from OWNER, is obligated to act to prevent threatened damage, injury
or loss.
ARTICLE 7 – CHANGE OF CONTRACT PRICE
7.1 The Contract Price constitutes the total compensation (subject to authorized
adjustments) payable to CONTRACTOR for performing the Work. All duties,
responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be
at his expense without change in the Contract Price.
7.2 The Contract Price may only be changed by a Change Order. Any claim for an
increase in the Contract Price shall be based on written notice delivered to OWNER
within fifteen days of the occurrence of the event giving rise to the claim.
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ARTICLE 8 – CHANGE OF THE CONTRACT TIME
The Contract Time may only be changed by a Change Order. Any claim for an extension in
the Contract Time shall be based on written notice delivered to OWNER within fifteen days
of the occurrence of the event giving rise to the claim. Notice of the extent of the claim with
supporting data shall be delivered within forty-five days of such occurrence.
ARTICLE 9 – WARRANTY AND GUARANTEE:
TESTS AND INSPECTIONS:
CORRECTION, REMOVAL OR ACCEPTANCE
OF DEFECTIVE WORK
Warranty and Guarantee:
CONTRACTOR warrants and guarantees to OWNER that all Work will be in accordance
with the Contract Documents and will not be defective.
Within two (2) years after final payment, any work found to be defective by the OWNER and
written notice given to the CONTRACTOR shall be corrected by the CONTRACTOR at no
cost to the OWNER.
ARTICLE 10 – PAYMENTS TO CONTRACTOR
Application for Progress Payment:
10.1 At least ten days before each progress payment falls due (but not more often than
once a month), CONTRACTOR shall submit to OWNER for review an Application for
Payment filled out and signed by CONTRACTOR covering the Work completed as
of the date of the Application and accompanied by such supporting documentation
as is required by the Contract Documents and also as OWNER may reasonably
require. If payment is requested on the basis of materials and equipment not
incorporated in the Work but delivered and suitably stored at the site or at another
location agreed to in writing, the Application for Payment shall also be accompanied
by such data, satisfactory to OWNER, as will establish OWNER’S title to the
material and equipment and protect OWNER’S interest therein, including applicable
insurance. Each subsequent Application for Payment shall include an affidavit of
CONTRACTOR stating that all previous progress payments received on account of
the Work have been applied to discharge in full all of CONTRACTOR’S obligations
reflected in prior Applications for Payment. The amount of retainage with respect to
progress payments will be five percent (5%).
10.2 OWNER will within 20 days make payment as requested or notify CONTRACTOR in
writing the reasons for not making payment in full or in part.
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10.3 The final Application for Payment shall be accompanied by all documentation called
for in the Contract Documents and such other data and schedules as OWNER may
reasonably require, together with complete and legally effective releases or waivers
(satisfactory to OWNER) of all Liens arising out of or filed in connection with the
Work. In lieu thereof and as approved by OWNER, CONTRACTOR may furnish
receipts or releases in full; an affidavit of CONTRACTOR that the releases and
receipts include all labor, services, material and equipment for which a Lien could be
filed, and that all payrolls, material and equipment bills, and other indebtedness
connected with the Work for which OWNER or his property might in any way be
responsible, have been paid or otherwise satisfied; and consent of the surety, if any,
to final payment.
ARTICLE 11 – REPORT OF SALES OR USE TAXES PAID
All CONTRACTORS shall prepare and require their Subcontractors to prepare, sign, and
acknowledge before an Iowa Notary Public, an Iowa Department of Revenue Iowa
Contractor’s Statement, most recent version, listing their respective expenditures for all
materials that become an integral part of the completed project: the purchase price, the
amount of Use or Sales Tax paid, the names of the materials suppliers, and all other
information required to complete said form. All CONTRACTORS shall file with the OWNER
executed copies of these forms covering all material incorporated by them or their
Subcontractors. Receipt of said executed forms by the OWNER shall be a prerequisite to
final payment of retained percentage of Contract price to the CONTRACTOR.
ARTICLE 12 – DISCRIMINATION
The CONTRACTOR will not discriminate against any employee or applicant for employment
because of race, color, religion, sex, or national origin. The CONTRACTOR will take
affirmative action to ensure that applicants are employed, and that employees are treated
during employment, without regard to their race, color, religion, sex or national origin. Such
action shall include, but not be limited to, the following: employment, upgrading, demotion,
or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other
forms of compensation; and selection for training, including apprenticeship.
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GENERAL SPECIAL CONDITIONS
1. SCOPE OF WORK
The work covered by this contract consists of furnishing all labor, equipment and
materials, and performing all operations in connection with the 2024 Pavement
Repairs Project, in accordance with these specifications.
The specifications have the general title of 2024 Pavement Repairs Project.
The standard specifications of the City of Waterloo are to be used along with the
special provisions described herein and shall be considered as part of the contract
documents.
2. CONFLICTING SPECIFICATIONS
In the case of conflicts between sections of the Project Manual and referenced
specifications and provisions thereof, the most stringent requirement, as
determined by the City Engineer, shall be the prevailing requirements.
3. DUMPING AREAS
Excess materials resulting from construction operations shall be hauled to the County
Landfill or other area secured by the contractor and approved by the City Engineer.
Rubble, rubbish, trees, brush and other unsuitable backfill material, as designated by
the City Engineer, shall be hauled to the County Landfill. All landfill charges are to be
considered incidental to the contract and are the responsibility of the contractor.
4. CONSTRUCTION DAMAGE
The Contractor shall exercise care during construction operations to ensure the
safety and protection to existing features located near or within the limits of
construction. Damage caused by negligence or poor workmanship, as determined by
the City Engineer, shall be considered the Contractor’s responsibility.
5. REMOVED MATERIALS
All materials removed as part of this Contract shall remain the property of the Owner
unless the Owner determines that the materials are not salvageable and the Owner
does not want to retain ownership of the materials. Materials designated in the field
by the City Engineer as non-salvageable shall be hauled and disposed of by the
Contractor at no cost to the City. All other materials shall be transported to locations
as directed by the City Engineer. No separate measurement or payment will be
made for hauling or disposing of removed materials and it shall be considered
incidental to applicable items.
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6. OVERHAUL
Overhaul will not be paid for “surplus material” obtained from any of the items of
construction under this contract. The cost of overhaul will be considered as
incidental to the items to which it applies.
7. MAILBOXES
The Contractor shall notify the United State Postal Department of mailboxes which
interfere with any part of the work before removing them, and the Contractor will
relocate them as required by the Postmaster. The removal and replacement of
mailboxes will not be considered or direct payment but will be considered incidental
to the item to which it applies.
8. PAY ITEMS
All pay items are listed in the proposal and shall include the purchase of all materials,
delivery of these materials, and furnishing all labor, plant, and miscellaneous work
needed to make the item complete. All such cost shall be incidental to the proposed
item to which it applies and shall not be considered for separate payment.
9. BREAKDOWN OF LUMP SUM CONTRACT PRICE ITEMS
The Contractor shall, immediately upon execution and delivery of the contract, before
the first estimate for payment is made, deliver to the Waterloo Water Works a
detailed estimate giving a complete breakdown of the lump sum contract prices. The
submitted breakdown shall be approved by the Waterloo Water Works prior to any
payment of any lump sum price item.
10. PERMISSION TO HAUL OVER STREETS, RAILROADS AND HIGHWAYS
The Contractor will be required to secure, from the proper authorities, permission or
permit which may be required to haul over streets, highways, railroads or private
property, and any hauling operations of the Contractor shall be subject to the
requirements of such permits, permission, and to all applicable regulations, laws and
ordinances governing hauling and movement of equipment over streets, railroads,
highways and private property. Any costs or inconvenience caused by obtaining any
necessary permits or permission shall be considered completely covered by the price
bid for the items in the proposal.
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11. CONSTRUCTION SCHEDULING
The Waterloo Water Works shall approve Contractor’s work schedule prior to
starting. All revisions shall also be approved. The Waterloo Water Works may
change the schedule to accommodate changing construction conditions.
The Contractor shall coordinate the work under this contract with contractors
performing work under other contracts which may be performed concurrently.
The Contractor shall be responsible to notify the Police, Fire, Street and Engineering
Departments of the closing and opening of streets. The Contractor shall commence
work within ten (10) days after receipt of the “Notice to Proceed” and diligently
execute the work of the contract to completion.
12. PRE-CONSTRUCTION CONFERENCE
Before any work is started, the Contractor shall arrange with the Waterloo Water
Works to hold a pre-construction conference for the purpose of discussing the
contract.
13. UNDERGROUND UTILITIES
It is the responsibility of the Contractor to obtain the location of gas lines, water lines,
electric, telephone and cable television cables or wires from the various utility
companies and the City electrician before starting any excavation. The Contractor
shall be responsible for any damage to any underground utilities. The Contractor
shall expose those utilities indicated on the plans so that elevations may be
determined before beginning construction. This work shall be considered incidental
to other items of work.
If the Contractor believes that additional costs have been incurred due to a utility
being improperly located, the resolution of the additional costs incurred shall be made
between the contractor and the respective utility company.
14. TRAFFIC SIGNS AND STREET SIGNS
The Contractor shall contact the City of Waterloo Traffic Operations Department to
have any street sign that will be affected by construction removed and replaced when
the work has been completed.
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15. TRAFFIC CONTROL DURING CONSTRUCTION
The Contractor shall, at his own expense and without further or other order, provide,
erect and maintain, at all times during the progress and suspension of the work and
until completion and final acceptance thereof, suitable and requisite barricades, signs
or other adequate protection, as required by the latest edition of the “Iowa Manual on
Uniform Traffic Control Devices for Streets and Highways” and shall provide, keep
and maintain such barricades, signs, etc., as may be required or as may be ordered
by the City Engineer, to ensure the safety of the public as well as those engaged on
the work. All barricading plans shall be reviewed by the City Engineer.
The Contractor shall barricade both ends of each area where sidewalk is removed.
The Contractor shall use Type I or Type II barricades. Barricades shall be clean with
good reflective properties. The Contractor shall only remove as much walk as can be
replaced within 72 hours.
Where alley approach walks are removed, the Contractor shall use Type II or Type III
barricades with steady burn or flashing amber lights on both the alley and street side
of the approach. The barricades described above for pedestrian traffic shall also be
required. The Contractor shall replace the alley approach walk the day it is removed.
When access to a property is going to be blocked completely, the property owner will
need to be notified 36 hours in advance.
When closing a lane of traffic to facilitate repair on a four-lane, or undivided or divided
roadway, this closure shall be completed in accordance with the Iowa Department of
Transportation Standard Road Plans RS-63A or RS-64A. This closure shall also be
considered incidental to contract bid items.
All barricading necessary for completion of this project shall be considered incidental.
16. GRADES, LINES, LEVELS AND SURVEYS
The Contractor shall verify all grades, lines, levels and dimensions as shown on the
drawings, and he shall report any errors or inconsistencies in the same to the
Waterloo Water Works before commencing work.
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17. SAFETY OF WORKERS AND PUBLIC
The Contractor shall, at all times, take necessary precautions to protect the life and
health of all persons employed on this project and the public. He shall provide
necessary safety devices and safeguards in accordance with latest and best accident
prevention practices. All such protection shall be furnished to employees without
cost.
No direct measurement of payment shall be made for this protection but shall be
considered incidental to other items of work. The public shall be kept outside of any
work area.
18. WORKING ON SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS
The Contractor shall notify the City Engineer in writing forty-eight (48) hours in
advance if work on Saturday is planned. By noon the Friday before the planned
Saturday work, the Contractor shall confirm the Saturday work schedule with the
project inspector.
Work on Sunday or holidays requires prior approval of the City Engineer in
accordance with the Waterloo Standards Specifications.
19. LIQUIDATED DAMAGES
Time is an essential element of this contract. It is important that the work be
diligently pursued to completion. If the work in not completed within the specified
contract period, plus authorized extensions, the contractor shall pay to the Waterloo
Water Works liquidated damages in the amount of Two Hundred Dollars ($200.00)
per day, for each day, as further described herein, in excess of the authorized time.
Days beyond the specified completion date for which liquidated damages will be
charged will be working days that the contractor does, or could have worked, from
Monday through Friday. Saturdays and Sundays will be counted only if work is
performed. Partial working days will be considered as a full working day. Days not
chargeable for liquidated damages will include rain days, Saturdays and Sundays if
no work is done, and legal holidays.
Working days will cease to be charged when only punch list items remain to be
completed. Punch list items do not include contract bid items or approved
change/extra work orders.
GSC-6 of 6
When the Contractor believes the project to be substantially completed, a written
notice stating the same shall be submitted to the Waterloo Water Works General
Manager and a request made for a Punch List. If the work under the Contract
extends beyond the normal construction season for such work, the Contractor shall
submit to the Waterloo Water Works General Manager in writing a request that
working days counted toward the project be suspended until work is resumed the
following construction season.
This liquidated damage amount is not construed as a penalty. These damages are
for the cost to the Waterloo Water Works of providing the required additional
inspection, engineering and contract administration.
SC-1 of 8
SPECIAL CONDITIONS
1. INTRODUCTION
1.1 These special provisions are applicable to the 2026 Pavement Repairs Project
at various locations in and around the City of Waterloo, Iowa.
1.2 The purpose of the project is to remove and replace certain pavement caused
by water main repairs and other work by the Waterloo Water Works in and
around the City of Waterloo, Iowa.
1.3 The contractor shall coordinate the removal and replacement of pavement
repair work with all contractors or utility construction that is in any way allied to
the entire project.
1.4 No change order or alteration in the plans, specifications or contract
documents will be made without the prior written approval of the Waterloo
Water Works General Manager.
1.5 The Standard Specifications which are referenced in the contract documents
are designated as follows:
WATERLOO WATER WORKS SPECIFICATIONS – ‘Standard Specifications
for Installation of Water Main'
CITY OF WATERLOO STANDARD SPECIFICATIONS – ‘Standard
Specifications for Municipal Public Works Construction’, City of Waterloo, Iowa
IDOT STANDARD SPECIFICATIONS – ‘Standard Specifications for Highway
and Bridge Construction’, Iowa Department of Transportation, Ames, Iowa,
latest series and current revisions thereof.
1.6 These special conditions contain statements that modify and supersede the
Standard Specifications listed above for this project only.
1.7 Payment request is modified to provide that the Contractor's monthly payment
request may include all work performed and materials purchased and placed
on the job site with payment to be made for ninety five percent (95%) of
approved work and materials until substantial completion, thereafter, five
percent (5%).
1.8 Field measurements will be made to determine the actual quantity of materials
installed to determine quantity for payment.
SC-2 of 8
2. REVISIONS TO WATERLOO STANDARD SPECIFICATIONS
A. Slump for PCC Pavement – The slump, measured in accordance with ASHTO
T 119, shall not be more than two (2”) inches for machine-finished, slip-form
pavement, or four (4”) inches for hand-finished pavement.
B. Entrained Air Content for all concrete shall be in accordance with IDOT
Specifications Section 2301.04; target 7%, minimum 6%, maximum 8%.
Field adjustments may be required to result in 7% finished entrained air.
3. PAVEMENT/PATCHING MATERIAL REMOVAL
Removal of concrete and patch material shall meet the following requirements: The
Contractor shall remove the pavement or temporary patching material as shown on
the plans or designated by the City Engineer. If only portions of pavement are to be
removed, the boundaries of removal shall be made by a vertical full-depth saw cut
before breaking for removal. The Contractor shall not receive compensation for
removing any removed areas not designated for removal. Any areas of pavement
broken or damaged by the Contractor’s operations shall be sawed full depth at the
next panel joint beyond the damage, removed and replaced by the Contractor
without compensation.
4. PAVEMENT CONSTRUCTION
Construction of pavement shall meet the following requirements:
A. SUBGRADE. The subgrade upon which the pavement is to be placed shall
be prepared by excavating or filling with suitable material to the finished
subgrade elevation of the pavement. Said subgrade shall be tamped with an
approved hand tamper or vibratory plate or rolled with an approved steel
roller until smooth, firm, uniform, and unyielding (as approved by the City
Engineer) to the required depth below the finished grade line. All soft, spongy
or yielding spots and all vegetable or other perishable matter shall be
removed and the space refilled with suitable material. NO SAND will be
allowed for fill; unless it is similar to the existing subgrade material found at
the work site.
The subgrade materials shall be thoroughly moistened, as approved by the
City Engineer, prior to the placement of PCC. If the contractor is required to
add water to the said subgrade to provide uniform moisture content, the
method of incorporating said water into the subgrade shall not form mud or
pools of water.
SC-3 of 8
B. FILLS AND CUTS. When filling is necessary to bring the pavement base to
grade, the fill shall be deposited and compacted in layers of not more than six
(6) inches. Material shall be compacted to a minimum of ninety-five percent (95%)
of its Standard Proctor Density or subbase density specification of the contract plans.
C. FORMS: Forms of wood or steel shall be used along each edge of pavement
as necessary. These forms shall be set true to line and grade and shall be held
rigidly in place by stakes placed outside the forms and flush with or below the
top edge of the forms. Said stakes shall be spaced no more than four (4) feet
apart for wood forms and five (5) feet apart for steel forms. All steel forms shall
have a height equal to the full specified depth of pavement. Standard
dimensional lumber for wood forms shall be acceptable, i.e., 2” x 4”, 2” x 6”,
etc., and shall be free from warp as approved by the City Engineer. All forms
shall be clean and free from mortar and/or dirt.
D. SAWING OF CONCRETE. Where sawing is required to remove existing
pavement, it shall be sawed full depth to prevent any damage to adjacent
pavement.
E. EXPANSION JOINTS. Strips of an approved type of non-extruding premolded
asphaltic expansion joint material shall be placed perpendicular to the side
forms, and to the full depth of the pavement at locations to match existing or
original conditions. All other pavement joints shall be constructed to match
existing construction joints.
F. PLACING CONCRETE. Ready-mixed concrete for walks shall be placed
immediately after delivery. Concrete shall be placed in a manner which will
avoid segregation or separation of the ingredients. The concrete shall be
spread evenly and tamped or vibrated, and it shall be well spaded against
the forms, expansion joints or other abutting structures. Retempering of
concrete by remixing with or without additional materials, shall not be
permitted.
G. CURING OF CONCRETE. Unless the concrete is scheduled to be overlayed
with asphalt or protected for cold weather, all exposed surfaces, including
surfaces from which the forms have been removed, shall be cured with a white
pigmented curing compound meeting requirements of Iowa DOT Specification
Section 4105. NO CLEAR CURING COMPOUNDS SHALL BE PERMITTED.
Curing compound shall be applied in a fine spray to form a continuous, uniform
film on the surface and vertical edges of the slab as soon as the free water has
appreciably disappeared. The rate of application shall be not less than 0.067
gallon per square yard (covering 15 square yards per gallon).
Care shall be taken to ensure that liquid curing materials shall be well agitated
in the supply drum or tank immediately before transfer to the distributor and
kept thoroughly agitated during application. Application shall be by means of
power spraying equipment capable of producing a fine spray which will not
SC-4 of 8
damage the surface of the concrete. Hand operated sprayers will be allowed,
provided that the compound remains a uniform color and with uniform coverage.
If forms are used, within 30 minutes after their removal, the vertical edges of the
concrete shall be coated with curing material, applied at the same rate as on the
surface.
If the coating is damaged within 72 hours after being applied, due to other
operations, the affected areas shall be recoated without delay. Coating of the
sawed surface with curing compound will not be permitted on joints that are to
be sealed.
H. COLD WEATHER CURE. Concrete less than 36 hours old shall be protected in
the following manner:
Night Temperature Forecast Type of Protection
35 to 32 degrees F One Layer of burlap
31 to 22 degrees F Two layers of burlap or one
layer of plastic on one layer of
burlap
Below 21 degrees F 6-inches of hay or straw*
*Equivalent commercial insulating material approved by the City Engineer may
be used. For concrete placed after October 1 and which requires this
protection, the protection shall remain until the concrete is five (5) days old.
Some rough equivalents that may be used in lieu of straw are as follows:
1. Four (4) layers of burlap sandwiched between two (2) layers of
plastic.
2. Three (3) layers of burlap.
3. One (1) layer of fast track blankets.
These or other equivalents may be used as long as the materials provide for a
minimum of 0.75 R-value and the surface of the protected concrete is
maintained above 40 degrees F.
When cold weather protection has to be used to protect concrete, the
impervious coating can be applied after the cold weather protection has been
removed. The coating needs to be applied within four (4) hours after the
removal of cold weather protection.
After the forms have been removed, the sides shall be backfilled with topsoil
immediately.
SC-5 of 8
I. WEATHER. Concrete shall not be placed when stormy or inclement weather
prevents good workmanship. No lumps or frozen aggregate shall be used, and
concrete shall not be placed on a frozen subgrade. If weather conditions are
favorable, concreting operations may be started when the temperature is at
least 34 degrees F and rising. At time of placement, the temperature of the
mixed concrete as discharged from the mixer shall be 55 degrees F or above,
and may proceed as long as the temperature of the fresh concrete can be
maintained at or above 55 degrees F. Mixing and placing of concrete shall stop
when the air temperature is 38 degrees F and falling. Cold weather curing
methods shall be used for protection of the slab from freezing temperatures.
J. CONSTRUCTION JOINTS. At the close of each day’s work, and at any other
time when the process of depositing concrete is stopped for thirty minutes or
more, a construction joint shall be placed.
For this joint a wood header board shall be used having a two (2) inch nominal
thickness and conform to the cross section of the slab. This header board shall
be set accurately and held in place perpendicular to the surface and at right
angles to the centerline.
K. THICKNESS. Pavement constructed under this Specification shall have a
minimum thickness as specified on the detail drawings of paving patches.
L. FINISH AND SLAB MARKINGS. After working the concrete to an approximate
true surface, the concrete shall be cut with a tool to the required sawing
thickness to form the concrete into squares matching existing joints as directed
by the City Engineer. This cutting shall be followed by a marking tool forming a
groove at least one-half (½) inch. The surface shall be finished true to grade,
with a steel trowel, and afterward roughened slightly with a broom. Sawing will
be permitted, provided the sawing depth is as follows:
PAVEMENT THICKNESS SAW CUT DEPTH
4 Inches 1½”
5 Inches 1¾”
6 Inches 2”
7 Inches 2¼”
8 Inches 2½”
Sawing of the concrete shall be completed within a minimum of 24 hours after
the finish work has been completed.
SC-6 of 8
M. CARE AND PROTECTION. Workmen shall not be permitted to walk on freshly
laid concrete, and where any sand or dirt sets on the surface, it shall be
carefully removed before finishing. When complete, the pavement shall be
protected from traffic for at least seven (7) days. The forms shall not be
removed before twenty-four (24) hours, and when removed, earth shall be
banked and compacted against the edge of the sidewalk and/or trail.
N. ADJUSTMENTS. Whenever any adjustment of the grade slope or slab
markings is necessary or advisable in order to have the work conform to existing
abutting pavement or other abutting structures, the adjustment shall be made
only with the permission, and under the direction of the City Engineer.
O. TESTING AND INSPECTION. The City Engineer shall have the right to go upon
any work site where pavement repair is being constructed and make tests to do
such other acts as may be necessary to determine compliance with the current
specifications.
5. DAMAGE BEYOND SPECIFIED LIMITS
Any pavement repair necessary outside the area marked for replacement due to
negligence or poor workmanship by the Contractor, as determined by the City
Engineer or his representative, will be considered Contractor’s responsibility.
6. ACCESS TO PROPERTIES
The Contractor shall make every effort to minimize the amount of time that access to
private properties is blocked when reconstructing pavement through driveway
approaches. To help minimize this closure, pavement at driveways shall be paved
with P.C.C., M-4. When a driveway is going to be closed, the property owner shall be
notified 36 hours in advance.
7. BARRICADING AND TRAFFIC CONTROL
Barricades and traffic control items shall be provided in order to take every
reasonable precaution for providing for the safety of the general public traveling to,
through, within, along and across the construction area. Barricades and traffic
control items shall conform to the FHWA MUTCO Manual (latest revision). The
Contractor shall take every reasonable precaution to prevent the public from entering
the work area and to prevent the work from interfering with traffic.
SC-7 of 8
The City Engineer, or authorized representative, shall periodically review barricading
and traffic control that has been put in place by the Contractor. If barricading and
traffic control devices are found to be without proper maintenance, penalties shall be
assessed. Improper maintenance shall include, but not be limited to, the following
situations:
A. Less than 100 percent of lights in working order.
B. Any barricade or sign moved or tipped over.
C. Fencing not supported in a vertical position.
D. Fencing not placed around excavations when workers/equipment are not
working at the location.
E. Lack of proper barricades or signage.
The American Traffic Safety Service Association (ATSSA), publication “Quality
Standards for Work Zone Traffic Control Devices”, shall be utilized by the City
Engineer, or authorized representative, to determine the acceptable quality level for
typical work zone barricading and traffic control devices.
Each incident is treated as a separate citation on an individual basis. It is not
intended that minor deficiencies be penalized if corrected the day notification is
given. In addition to the following schedule of fines, the City Engineer may suspend
work for irresponsible and/or repeated failure to construct the project using
barricading and traffic control procedures.
Penalties: 1st Offense Written warning given by Waterloo Water
Works
2nd Offense $100
3rd Offense $250
4th Offense $500
5th Offense $1,000
6th Offense City Engineer’s discretion (amount
equal or greater than $1,000)
No separate measurement for payment shall be made for materials, labor, signs,
barricades and maintenance of said items, and it shall be considered incidental to the
traffic control bid item.
SC-8 of 8
8. WATER VALVES, ADJUSTMENTS, AS PER PLAN
When a water valve is in the pavement area being repaired, the Contractor shall
adjust the valve to ½” below the finished elevation of the pavement. This work shall
include adjusting the existing valve box as necessary. All valve box and valve pit
lids shall be free of debris, including dirt, concrete and asphalt. No separate
measurement for payment will be made for water valve box adjustments and
cleaning, and it shall be considered incidental to applicable items.
9. CITY WATER
The Contractor shall be not allowed to use water from Waterloo Water Works fire
hydrants. Bulk water may be purchased at the Waterloo Water Works Pumping
Station at 111 East 3rd Street, Waterloo, IA.
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1123 Linden Ave
Waterloo, Ia 50703 Tentative location of paving patches
Order No:1
YesRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):7
PCC Area (SqYrd):1
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
1Pavement Removal
SqYrd:
Page 1 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :239 Ash St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:2
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):8.3
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:10
4" Sidewalk SqYrd:
2.56" Sidewalk SqYrd:
05" Driveway SqYrd:
10.8Pavement Removal
SqYrd:
Page 2 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :445 Beech St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:3
YesRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):3.3
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):7
PCC Area (SqYrd):16.7
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
20Pavement Removal
SqYrd:
Page 3 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :301 Columbia St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:4
YesRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):10
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
10Pavement Removal
SqYrd:
Page 4 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :152 Summit ave
Waterloo, Ia 50701 Tentative location of paving patches
Order No:5
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):26.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
26.8Pavement Removal
SqYrd:
Page 5 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :244 Ash St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:6
YesRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):15.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
15.8Pavement Removal
SqYrd:
Page 6 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :515 Beech St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:7
YesRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):33.3
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):7
PCC Area (SqYrd):33.3
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
33.3Pavement Removal
SqYrd:
Page 7 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :619 W 3rd St
Waterloo, Ia 50701 Tentative location of paving patches
Order No:8
NoRoad Box in Patch:
HMA Depth (Inches):9
HMA Area (SqYrd):4.4
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
4.4Pavement Removal
SqYrd:
Page 8 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :2050 Cardinal Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:9
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
6C & G Depth (inches):
3C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
0Pavement Removal
SqYrd:
Page 9 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :100 State St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:10
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:4.4
3.366" Sidewalk SqYrd:
05" Driveway SqYrd:
7.8Pavement Removal
SqYrd:
Page 10 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :641 Maxwell St
Waterloo, Ia 50701 Tentative location of paving patches
Order No:11
NoRoad Box in Patch:
HMA Depth (Inches):8
HMA Area (SqYrd):14.4
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
14.4Pavement Removal
SqYrd:
Page 11 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :902 W 8th St
Waterloo, Ia 50702 Tentative location of paving patches
Order No:12
YesRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):10.5
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
10.5Pavement Removal
SqYrd:
Page 12 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :303 W Orange Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:13
NoRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):2.6
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
2.6Pavement Removal
SqYrd:
Page 13 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1023 Rainbow Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:14
NoRoad Box in Patch:
HMA Depth (Inches):10.5
HMA Area (SqYrd):19.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
19.8Pavement Removal
SqYrd:
Page 14 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :822 Broadway St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:15
YesRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):14.6
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):9.5
PCC Area (SqYrd):14.6
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
14.6Pavement Removal
SqYrd:
Page 15 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1470 Oakcrest Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:16
YesRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):10.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):10.8
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
10.8Pavement Removal
SqYrd:
Page 16 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :538 Ardmore St
Waterloo, Ia 50701 Tentative location of paving patches
Order No:17
NoRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):45.1
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
45.1Pavement Removal
SqYrd:
Page 17 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1405 Rainbow Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:18
NoRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):8.6
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
7.5C & G Depth (inches):
13C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
6.675" Driveway SqYrd:
11.5Pavement Removal
SqYrd:
Page 18 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :433 Woodbridge St
Waterloo, Ia 50701 Tentative location of paving patches
Order No:19
NoRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):9.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
9.8Pavement Removal
SqYrd:
Page 19 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1208 Maynard Ave
Waterloo, Ia 50701 Tentative location of paving patches
Order No:20
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):9.7
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
9.7Pavement Removal
SqYrd:
Page 20 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :124 Amity Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:21
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
7.5C & G Depth (inches):
19C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
4.2Pavement Removal
SqYrd:
Page 21 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :2209 W 4th St
Waterloo, Ia 50701 Tentative location of paving patches
Order No:22
NoRoad Box in Patch:
HMA Depth (Inches):10.5
HMA Area (SqYrd):21.6
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
10.5C & G Depth (inches):
30C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
28.2Pavement Removal
SqYrd:
Page 22 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :4528 Hoff Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:23
NoRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):4.3
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):8
PCC Area (SqYrd):4.3
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
4.3Pavement Removal
SqYrd:
Page 23 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :923 Lorraine Ave
Waterloo, Ia 50702 Tentative location of paving patches
Order No:24
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):17.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
17.8Pavement Removal
SqYrd:
Page 24 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :4422 Hoff Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:25
NoRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):5
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):8
PCC Area (SqYrd):8.3
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
8.3Pavement Removal
SqYrd:
Page 25 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :111 N Hackett Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:26
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):16
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
16Pavement Removal
SqYrd:
Page 26 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :311 Hanna Blvd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:27
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):7
PCC Area (SqYrd):17.94
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
17.9Pavement Removal
SqYrd:
Page 27 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :3850 Hammond Ave
Waterloo, Ia 50702 Tentative location of paving patches
Order No:28
NoRoad Box in Patch:
HMA Depth (Inches):12
HMA Area (SqYrd):13.3
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
12C & G Depth (inches):
15C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
16.6Pavement Removal
SqYrd:
Page 28 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :2122 W 7th St
Waterloo, Ia 50702 Tentative location of paving patches
Order No:29
YesRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):12.4
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
6C & G Depth (inches):
16C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
15.9Pavement Removal
SqYrd:
Page 29 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :14 Fletcher Ave
Waterloo, Ia 50701 Tentative location of paving patches
Order No:30
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):8
PCC Area (SqYrd):17.7
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
8C & G Depth (inches):
16C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
17.7Pavement Removal
SqYrd:
Page 30 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1409 Denver St
Waterloo, Ia 50702 Tentative location of paving patches
Order No:31
NoRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):11.1
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):11.1
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
10.5C & G Depth (inches):
12C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
11.1Pavement Removal
SqYrd:
Page 31 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :800 Newton St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:32
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:6.6
06" Sidewalk SqYrd:
05" Driveway SqYrd:
6.6Pavement Removal
SqYrd:
Page 32 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :835 Steely St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:33
YesRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):10.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
7.5C & G Depth (inches):
14C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
13.9Pavement Removal
SqYrd:
Page 33 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Rainbow Dr &
Northland Dr
Waterloo, Ia 50701
Tentative location of paving patches
Order No:34
YesRoad Box in Patch:
HMA Depth (Inches):9
HMA Area (SqYrd):7.9
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):9
PCC Area (SqYrd):4.2
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
12.1Pavement Removal
SqYrd:
Page 34 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1515 N Barclay St
Waterloo, Ia 50702 Tentative location of paving patches
Order No:35
YesRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):12
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):12
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
12Pavement Removal
SqYrd:
Page 35 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Bates St & Shilliam
Ave
Waterloo, Ia 50703
Tentative location of paving patches
Order No:36
YesRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):7
PCC Area (SqYrd):18.47
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
18.5Pavement Removal
SqYrd:
Page 36 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1975 Caras Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:37
NoRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):3.6
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):8
PCC Area (SqYrd):3.6
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
3.6Pavement Removal
SqYrd:
Page 37 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :201 Russell Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:38
NoRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):1
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):1.03
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
1Pavement Removal
SqYrd:
Page 38 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :926 Riehl St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:39
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):7.94
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
6C & G Depth (inches):
11C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
10.4Pavement Removal
SqYrd:
Page 39 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :236 Parkview Blvd
Waterloo, Ia 50702 Tentative location of paving patches
Order No:40
YesRoad Box in Patch:
HMA Depth (Inches):6
HMA Area (SqYrd):7.6
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:5.3
06" Sidewalk SqYrd:
05" Driveway SqYrd:
12.9Pavement Removal
SqYrd:
Page 40 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :473 Woodcrest Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:41
YesRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):14.2
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
7.5C & G Depth (inches):
16C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
17.8Pavement Removal
SqYrd:
Page 41 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Maxwell St & Falls
Ave
Waterloo, Ia 50702
Tentative location of paving patches
Order No:42
YesRoad Box in Patch:
HMA Depth (Inches):4.5
HMA Area (SqYrd):10.7
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):7
PCC Area (SqYrd):10.66
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
10.7Pavement Removal
SqYrd:
Page 42 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Black Hawk St @ W
12th St
Waterloo, Ia 50701
Tentative location of paving patches
Order No:43
YesRoad Box in Patch:
HMA Depth (Inches):9
HMA Area (SqYrd):7.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
7.8Pavement Removal
SqYrd:
Page 43 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1207 Rainbow Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:44
NoRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):4
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
7.5C & G Depth (inches):
12C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
6.6Pavement Removal
SqYrd:
Page 44 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Manor St & Burbank
Ave
Waterloo, Ia 50702
Tentative location of paving patches
Order No:45
YesRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):16.7
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
6C & G Depth (inches):
16C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
16.7Pavement Removal
SqYrd:
Page 45 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Russell Rd & W 4th
St
Waterloo, Ia 50701
Tentative location of paving patches
Order No:46
NoRoad Box in Patch:
HMA Depth (Inches):10.5
HMA Area (SqYrd):18.8
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
18.8Pavement Removal
SqYrd:
Page 46 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1443 E Ridgeway Ave
Waterloo, Ia 50702 Tentative location of paving patches
Order No:47
NoRoad Box in Patch:
HMA Depth (Inches):10.5
HMA Area (SqYrd):6.2
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
10.5C & G Depth (inches):
14C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
185" Driveway SqYrd:
26.5Pavement Removal
SqYrd:
Page 47 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :167 Letsch Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:48
NoRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):9.5
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
7.5C & G Depth (inches):
17C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
13.2Pavement Removal
SqYrd:
Page 48 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1140 Virginia St
Waterloo, Ia 50703 Tentative location of paving patches
Order No:49
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):11.1
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
11.1Pavement Removal
SqYrd:
Page 49 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Crestridge Dr &
Southcrest Dr
Waterloo, Ia 50702
Tentative location of paving patches
Order No:50
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):21.3
Additional HMA Depth
(SqYrd):
4
3.1Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
24.4Pavement Removal
SqYrd:
Page 50 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :550 Warren Dr
Waterloo, Ia 50703 Tentative location of paving patches
Order No:51
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):26
Additional HMA Depth
(SqYrd):
4
6Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
32Pavement Removal
SqYrd:
Page 51 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :225 Auburn St
Waterloo, Ia 50701 Tentative location of paving patches
Order No:52
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):10
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
10Pavement Removal
SqYrd:
Page 52 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :3909 Cadillac Dr
Waterloo, Ia 50701 Tentative location of paving patches
Order No:53
YesRoad Box in Patch:
HMA Depth (Inches):8.5
HMA Area (SqYrd):9.7
Additional HMA Depth
(SqYrd):
8.5
8.9Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
18.6Pavement Removal
SqYrd:
Page 53 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Loma St & Cadillac
Dr
Waterloo, Ia 50701
Tentative location of paving patches
Order No:54
YesRoad Box in Patch:
HMA Depth (Inches):7.5
HMA Area (SqYrd):11
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
11Pavement Removal
SqYrd:
Page 54 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1147 Bourland Ave
Waterloo, Ia 50702 Tentative location of paving patches
Order No:55
NoRoad Box in Patch:
HMA Depth (Inches):0
HMA Area (SqYrd):0
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:2.4
06" Sidewalk SqYrd:
05" Driveway SqYrd:
2.4Pavement Removal
SqYrd:
Page 55 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :134 Vincent Rd
Waterloo, Ia 50701 Tentative location of paving patches
Order No:56
NoRoad Box in Patch:
HMA Depth (Inches):8.5
HMA Area (SqYrd):9.7
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
8.5C & G Depth (inches):
16C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
13.2Pavement Removal
SqYrd:
Page 56 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :1831 Bourland Ave
Waterloo, Ia 50702 Tentative location of paving patches
Order No:57
NoRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):6.2
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):0
PCC Area (SqYrd):0
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
6C & G Depth (inches):
16C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
9.8Pavement Removal
SqYrd:
Page 57 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Bertch Ave & W 7th
St Tentative location of paving patches
Order No:58
NoRoad Box in Patch:
HMA Depth (Inches):5
HMA Area (SqYrd):12.4
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):12.4
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
12.4Pavement Removal
SqYrd:
Page 58 of 59
2026 Paving Patches
Measurements given are only an estimation, field inspection prior to bidding will be
necessary
Service Address :Westview Ave &
Gunner Rd
Waterloo, Ia 50702
Tentative location of paving patches
Order No:59
YesRoad Box in Patch:
HMA Depth (Inches):4
HMA Area (SqYrd):4.7
Additional HMA Depth
(SqYrd):
0
0Additional HMA Area
(SqYrd):
PCC Depth (Inches):6
PCC Area (SqYrd):4.67
Additional PCC Depth
(inches):0
0Additional PCC Area
(SqYrd):
0C & G Depth (inches):
0C & G Length (ft):
Sidewalk Detactable
Warning Devices Sq Ft:0
4" Sidewalk SqYrd:0
06" Sidewalk SqYrd:
05" Driveway SqYrd:
4.7Pavement Removal
SqYrd:
Page 59 of 59