HomeMy WebLinkAboutUS HWY 63 SEWER UPGRADES -REVISED 9.08.2021 A:COM
US HighwaY 63 Sanitary
Sealer Upgrades —
Phase I
City o
f Waterloo, Iowa
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City Contract No. 1 037
\ . AECOM #60651387
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Prepared For.
City of Waterloo
715 Mulberry Street
Waterloo, Iowa 50703
Prepared By:
AECOM
501 Sycamore Street, Suite 222
P.O. Box 1497
\` Waterloo, Iowa 50704-1497
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September 2021
US Highway 63 Sanitary Sewer Upgrades — Phase I
City of Waterloo, Iowa
City Contract No. 1037
Prepared For:
City of Waterloo, Iowa
Prepared By:
AECOM
September 2021
, I hereby certify that this engineering document was prepared by me or
OfESS10A/ ,, under my direct personal supervision and that I am a duly licensed
Professional Engineer under the laws of the state of Iowa.
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ROSS A. HILLSMAN, PE Date
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My license renewal date is December 31, 2021.
Pages or sheets covered by this seal:
All Pages
US HIGHWAY 63 SANITARY SEWER UPGRADES—PHASE I
CITY OF WATERLOO, IOWA
CITY CONTRACT NO. 1037
CONTRACT DOCUMENTS
TABLE OF CONTENTS
1. NOTICE TO BIDDERS NB 1-4
2. NOTICE OF PUBLIC HEARING NPH 1-2
3. INSTRUCTIONS TO BIDDERS IB 1-10
4. SRF REQUIRED FRONT-END SPECIFICATIONS 1-34
5. FORM OF BID OR PROPOSAL FB 1-4
6. SALES TAX EXEMPTION INFORMATION FORM STE 1
7. FORM OF BID BOND BB 1
8. NON-COLLUSION AFFIDAVITS NCA 1-2
9. EQUAL OPPORTUNITY CLAUSE EOC 1-2
10. TITLE VI CIVIL RIGHTS WI 1
11. BIDDER STATUS FORM BSF-1-2
12. AFFIRMATIVE ACTION PROGRAM 1-8
12. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION M 1
SUBCONTRACTOR'S BID REQUEST FORM, M 2
LETTER FORM FOR SUBCONTRACTOR QUOTES, M 3
MBE/WBE SCOPE LETTER, M 4
MBE AND/OR WBE PREBID CONTACT INFORMATION FORM M 5-6
13. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES
ENTERPRISE CONSTRUCTION AND MAINTENANCE
CONTRACTOR'S GUIDE 1-4
14. STATEMENT OF BIDDER'S QUALIFICATIONS SBQ 1-2
15. GENERAL SPECIAL PROVISIONS GSP 1-5
16. SPECIAL PROVISIONS SP 1-4
The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction,
Series of 2015, plus the applicable General Supplemental Specifications and the 2021 Iowa Statewide
Urban Specifications, also known as SUDAS, shall apply to construction work. These standard
specifications are amended by the City of Waterloo Supplemental Specifications to the 2021 edition of
SUDAS.
Any specifications that supersede the Iowa DOT, SUDAS and City of Waterloo Specifications are listed in
the Special Provisions.
33 30 05 Glass-Fiber Reinforced Polymer(GFRP) Pipe 33 30 05-1 to 33 30 05-6
17. GENERAL SPECIFICATIONS FOR CONSTRUCTION GS 1-13
18. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION SGS 1
19. FORM OF CONTRACT C 1-3
20. PERFORMANCE BOND PFB 1-2
21. PAYMENT BOND PB 1-2
APPENDIX
CHANGE ORDER FORM CO-1
SOILS REPORT
DAVIS BACON WAGE RATES (To be Provided Via Addendum When Received)
FORM WH-347 PAYROLL AND CERTIFICATION
FORM SF-1444 REQUEST FOR AUTHORIZATION OF ADDITIONAL CLASSIFICATION AND RATE
FORM WH-321 NOTICE POSTER
NOTICE TO BIDDERS
For the Taking of Construction Bids for the
US HIGHWAY 63 SANITARY SEWER UPGRADES, PHASE I
In the City of Waterloo, Iowa
CONTRACT NO. 1037
RECEIVING OF BIDS
Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City
Hall of the said City on the 30th day of September, 2021, until 1:00 p.m. for the construction of the US
HIGHWAY 63 SANITARY SEWER UPGRADES, PHASE I, CONTRACT NO. 1037, as described in detail
in the plans and specifications now on file in the Office of the City Clerk.
OPENING OF BIDS
Sealed bids must be received by the City Clerk of the City of Waterloo at City Hall, 715 Mulberry Street,
Waterloo, Iowa 50703, no later than Thursday, September 30, 2021, at 1:00 p.m. All bids received will
be opened in the Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 30th day of
September, 2021, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may
then be fixed by the City Council. The bid opening will be livestreamed on YouTube and made
available on the city website.
PUBLIC HEARING
The Council of said City will conduct a public hearing on the proposed plans, specifications,form of contract,
and estimate of cost for the construction of the above-described improvement project at 5:30 p.m. on
Monday, October 4, 2020, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in
said City.
The City of Waterloo will continue to hold City Council meetings as scheduled; however, in
response to COVID-19, elected officials and city staff will participate via videoconferencing, with
elected officials and city staff dialing into the meeting to participate.
The public is invited to speak on public hearing items in the following ways: Call the City Clerk's
Office at 319-291-4323 by 4:45 p.m. to obtain conference call information. Alternatively, you may
email your comments to comments(a�waterloo-ia.orq and they will be read during the public hearing.
Please state the public hearing item on which you wish to speak. Members of the public may also
attend the meeting in person but will be strongly encouraged to wear a mask and practice social
distancing.
SCOPE OF WORK
The intent of this project is to upgrade and increase the capacity of the sanitary sewer along US Highway 63
and provide a relief sewer from the Home Park Boulevard neighborhood to help mitigate backups during
periods of high flow. The Home Park area of the project will add approximately 1500 LF of overflow relief
sewer. This work picks up overflow at approximately the intersection of Fletcher Avenue and Home Park
Boulevard north along Fletcher Avenue to the alley between West 3rd Street and Home Park Boulevard,
where it continues west and connects to the existing 48" interceptor along Hwy 63. The work along and
near Highway 63 includes upgrading and connecting existing sections of 21" sanitary sewer with
approximately 6600 LF of a 48"sanitary interceptor. It will pick up the flow at approximately the intersections
of Jane and Highway 63, traveling northeast along the east right-of-way line of Highway 63 to approximately
300 LF south of West 3rd Street to the existing 48" interceptor. Approximately 1200 LF of 10"to 18" storm
sewer and 12 storm sewer structures are to be installed near Orange Grove Avenue and Reber Avenue.
BEGINNING AND COMPLETION DATES
The work under the proposed contract shall commence after receipt of"Notice to Proceed"and at the date
submitted by the Contractor at the preconstruction conference and approved by the Engineer. Once work
commences, periods of inactivity shall be minimized. All items shall be completed on or before
November 18, 2022.
Notice to Bidders NB-1 of 4 US Hwy 63 Sanitary Sewer Upgrades, Phase I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
METHOD OF PAYMENT TO CONTRACTOR
The Contractor will be paid against monthly estimates in cash on the basis of ninety-five percent (95%) of
the work as it is completed and materials delivered and work approved. Final payment will be made thirty-
one (31) days after completion of the work and acceptance by the Council. Before final payment is made,
vouchers showing that all subcontractors and workmen and all persons furnishing materials have been fully
paid for such materials and labor will be required unless the City is satisfied that material, men and laborers
have been paid.
The Contractor is hereby notified that if the City does not have cash on hand to pay monthly pay estimates,
according to Chapter 384.57 of the Code of Iowa, payment may be made by anticipatory warrants issued
bearing a rate of interest not exceeding that permitted by Chapter 74A, Code of Iowa.
PLANS AND SPECIFICATIONS
Plans and Specifications governing the construction of the proposed improvements have been prepared by
AECOM which plans and specifications and also the prior proceedings of the City Council referring to and
defining said proposed improvements are hereby made a part of this notice, and the proposed contract by
reference shall be executed in compliance therewith.
Complete digital Plans and Specifications are available at www.questcdn.com. You may download the
digital documents free of charge from Questcdn by inputting Questcdn Project#8018309 on the website's
Project Search page. Please contact Questcdn.com at 952-233-1632 or info@questcdn.com for assistance
in free membership registration, downloading and working with this digital project information. Optional
paper copies of the Plans and Specifications are available from AECOM, 501 Sycamore Street, Suite 222,
Waterloo, Iowa, upon receipt of a$50.00 deposit(CHECK ONLY). Deposits are fully refundable if the plans
and specifications are returned in usable condition (i.e., generally free of highlights, ink markings, tears,
stickers, water stains and soiling) to the Waterloo AECOM office listed above by the end of the 14th
consecutive day after the project has been awarded. No deposits will be refunded for any requests or plans
received after the 14th consecutive day, which includes plans returned via mail service. Plan holders are
responsible for ascertaining when the project has been awarded. If the plan holder is the prime contractor,
or a subcontractor or supplier of the prime contractor that has been awarded the project, Plans and
Specifications do not need to be returned to receive the deposit. The prime contractor must submit a list
of his subcontractors and suppliers for the City and consulting engineer to verify eligibility for the refundable
deposit.
Please DO NOT obtain Bid Documents from any source other than Questcdn.com or through the AECOM
Waterloo office as listed above. Obtaining documents through any other source could prevent Bidder from
being included on the official AECOM Plan Holders List which, in turn, may cause the Bidder to not receive
addenda or other time-sensitive / bid-critical documents. The City has the right to reject any bids that do
not have current bidding documents included in the proposal.
Upon award of project,the prime contractor,subcontractors and suppliers shall be supplied with the needed
number of plans and specifications at no additional cost.
CONTRACT AWARD
A contract will be awarded to the qualified bidder submitting the lowest bid.
The City reserves the right to reject any or all bids, re-advertise for new bids, and to waive informalities in
the bids submitted that might be in the best interest of the City.
Bids may be held by the City of Waterloo, Iowa, for a period not to exceed thirty (30) days from the day of
the opening of bids for the purpose of reviewing the bids and investigating the qualifications of bidders, prior
to awarding the contract.
By virtue of statutory authority, a preference will be given to products and provisions grown and coal
produced with the State of Iowa and preference will be given to local domestic labor in the construction of
the improvement.
Notice to Bidders NB-2 of 4 US Hwy 63 Sanitary Sewer Upgrades,Phase I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
PROPOSALS SUBMITTED
The bidder shall submit bids on the items listed in the proposal. The bidder shall clearly write or type the
unit bid price and the bid item extension (Unit Price x Estimated Qty) in numerals on the blanks provided.
Should there be any discrepancy between the unit bid price and extension, the City of Waterloo shall
consider the unit bid price as being the valid unit bid price.
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.
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
City)payable to the City of Waterloo, Iowa, 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 bonds, his bid security may be
retained by said City 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.
PERFORMANCE & PAYMENT BONDS
The successful bidder will be required to furnish a "Performance Bond" and a "Payment Bond' within ten
(10) days after forms are presented to him in an amount equal to one hundred percent (100%) of the
contract price, said bond to be issued by a responsible surety approved by the City Counci 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 City from claims
of any kind caused by the operations of the contractor.
MAINTENANCE BOND
Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall
execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to
be known as"Maintenance Bond,"and which bond must be approved by the City Council, and which bond
is in addition to the bond given by the Contractor to guarantee the completion of the work.
CONTRACT COMPLIANCE PROGRAM/SUBCONTRACTING
The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE)
and Women Business Enterprise (WBE) as Subcontractors, vendors and suppliers in the performance of
Contracts awarded by the City of Waterloo, Iowa.
A goal of at least ten percent (10%) for MBE participation on all City funded construction projects that are
estimated at $50,000.00 or more. A goal of at least two percent (2%) for WBE participation on all City
funded construction projects that are estimated at$50,000.00 or more. Any project funded in part or in total
with federal funds shall follow the respective agencies contract compliance program and goals. The Prime
Contractor shall make "good-faith efforts" to meet the Contract Compliance MBE/WBE goals. The
MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably
competitive price for the service being rendered or the Contractor is not required to accept their bid.
LIQUIDATED DAMAGES
Time is an essential element of this contract. It is important that the work be diligently pursued to
completion. If the work is not completed within the specified contract period, plus authorized extensions,
Notice to Bidders NB-3 of 4 US Hwy 63 Sanitary Sewer Upgrades, Phase I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
the contractor shall pay to the City Liquidated Damages in the amount of five hundred dollars ($500.00) 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 Saturday. 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, Sunday 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.
When the Contractor believes the project to be substantially completed, a written notice stating the same
shall be submitted to the Engineer 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 Engineer
in writing a request that working days counted toward the project be suspended until work is resumed the
following construction season.
This amount is not construed as a penalty. These damages are for the cost to the City of providing the
required additional inspection, engineering and contract administration.
PRE-CONSTRUCTION CONFERENCE
Before the work is commenced on this contract, a conference shall be held for the purpose of discussing
the contract. The conference shall be attended by the prime contractor, subcontractors, engineer(AECOM)
and City Officials.
BIDDER STATUS
Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non-Resident Bidder
requirements.
Each bidder submitting a bid shall execute and include with the bid the Bidder Status Form on the form
herein provided.
Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed
nonresponsive and rejected.
SALES TAX EXEMPTION CERTIFICATES
Contractors and approved subcontractors will be provided a Sales Tax Exemption Certification to purchase
building materials or supplies in the performance of construction contracts let by the City of Waterloo.
Posted pursuant to the provisions of Chapter 26 of the City Code of Iowa.
CITY OF WATERLOO, IOWA
Notice to Bidders NB-4 of 4 US Hwy 63 Sanitary Sewer Upgrades,Phase I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
NOTICE OF PUBLIC HEARING
On Proposed Plans, Specifications, Form of Contract,
And Estimate of Cost
for the
US HIGHWAY 63 SANITARY SEWER UPGRADES, PHASE I
CITY OF WATERLOO, IOWA
CONTRACT NO. 1037
In the City of Waterloo, Iowa
RECEIVING OF BIDS
Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City
Hall of the said City on the 30th day of September, 2021, until 1:00 p.m. for the construction of US
HIGHWAY 63 SANITARY SEWER UPGRADES, PHASE I, CONTRACT NO. 1037 as described in detail
in the plans and specifications now on file in the Office of the City Clerk.
OPENING OF BIDS
Sealed bids must be received by the City Clerk of the City of Waterloo at City Hall, 715 Mulberry Street,
Waterloo, Iowa 50703, no later than Thursday, September 30, 2021, at 1:00 p.m. All bids received will
be opened in the Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 30th day of
September, 2021, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may
then be fixed by the City Council. The bid opening will be livestreamed on YouTube and made
available on the city website.
PUBLIC HEARING
Notice is hereby given that the Council of said City will conduct a public hearing on the proposed plans,
specifications, form of contract, and estimate of cost for the construction of the above-described
improvement project at 5:30 p.m. on the 4th day of October, 2021, said hearing to be held in the Harold
E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract,
and estimate of cost for said improvements heretofore prepared by AECOM are now on file in the office
of the City Clerk for public examination, and any person interested therein may file written objection thereto
with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City
Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set
forth.
The City of Waterloo will continue to hold City Council meetings as scheduled; however, in
response to COVID-19, elected officials and city staff will participate via videoconferencing, with
elected officials and city staff dialing into the meeting to participate.
The public is invited to speak on public hearing items in the following ways: Call the City Clerk's
Office at 319-291-4323 by 4:45 p.m. to obtain conference call information. Alternatively,
email your comments to comments a�..waterloo-ia.or q and they will be read during the public hearing.
Please state the public hearing item on which you wish to speak. Members of the public may also
attend the meeting in person but will be strongly encouraged to wear a mask and practice social
distancing.
The NOTICE TO BIDDERS can be viewed at the following locations:
1) City of Waterloo web site: http://cimaterloaia.us/
2) Plan Rooms:
Master Builders of Iowa
221 Park Street, PO Box 695
Des Moines, IA 50303
Notice of Public Hearing NPH-1 of 2 US Hwy 63 Sanitary Sewer Upgrades, Phase I
AECOM#60651387 Contract No. 1037
Waterloo, Iowa
McGraw Hill Construction Dodge
3315 Central Ave.
Hot Springs, AR 71913
Reed Construction Data
30 Technology Parkway South, Ste. 500
Norcross, GA 30092
3) Plan Room Web sites:
Master Builders of Iowa web site: www.mbionline.com
Dodge Lead web site: http://dodgeproiects.construction.com/
Reed Const. Data Lead web site: http://www.cmdgroup.com/protect-leads/
SCOPE OF WORK
The intent of this project is to upgrade and increase the capacity of the sanitary sewer along US Highway 63
and provide a relief sewer from the Home Park Boulevard neighborhood to help mitigate backups during
periods of high flow. The Home Park area of the project will add approximately 1500 LF of overflow relief
sewer. This work picks up overflow at approximately the intersection of Fletcher Avenue and Home Park
Boulevard north along Fletcher Avenue to the alley between West 3rd Street and Home Park Boulevard,
where it continues west and connects to the existing 48" interceptor along Hwy 63. The work along and
near Highway 63 includes upgrading and connecting existing sections of 21" sanitary sewer with
approximately 6600 LF of a 48"sanitary interceptor. It will pick up the flow at approximately the intersections
of Jane and Highway 63,traveling northeast along the east right-of-way line of Highway 63 to approximately
300 LF south of West 3rd Street to the existing 48" interceptor. Approximately 1200 LF of 10"to 18" storm
sewer and 12 storm sewer structures are to be installed near Orange Grove Avenue and Reber Avenue.
Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City
Council of said Waterloo, Iowa, on the day of
CITY OF WATERLOO, IOWA
BY:
Kelley Felchle
City Clerk
Notice of Public Hearing NPH-2 of 2 US Hwy 63 Sanitary Sewer Upgrades,Phase I
AECOM#60651387
Contract No. 1037 Waterloo, Iowa
INSTRUCTIONS TO BIDDERS
1. EXPLANATIONS 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.
2. EXAMINATION 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.
3. 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.
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/her 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
Instructions to Bidders IB-1 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
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/her by the city
Council of Waterloo. Bids in which the unit prices are obviously unbalanced may be
rejected.
g. If the bidder does not qualify as a resident bidder, the nonresident bidder shall specify on
the project proposal whether any preference to resident bidders, including but not limited
to any preference to bidders, the imposition of any type of labor force preference, or any
other form of preferential treatment to bidders or laborers from that state or foreign country
is in effect in the nonresident bidder's state or country of domicile at the time of a bid
submittal.
4. 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 City Clerk/Auditor. All bids must be
filed with the City Clerk/Auditor of the City of Waterloo at his office in the City Hall 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 City of Waterloo, Iowa,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 made the bid so modified or amended, subject to rejection.
5. 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 time 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 City of Waterloo, 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.
6. 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.
Instructions to Bidders IB-2 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo,Iowa
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N0 1037 US Hwy 63 Sanitary Sewer
Upgrades Ph I
waterloo, Iowa
Broker:
One buying or selling for others on commission or other fee basis without maintaining a
warehouse or other similar inventory storage facility.
Mayor's Advisory Committee:
Mayor's Advisory Committee for Minority, Female, and Disadvantages Business
Enterprise.
Good Faith Efforts:
The successful bidder shall be selected on the basis of having submitted the lowest
responsible bid. The obligation of the bidder is to make good faith efforts. The bidder can
demonstrate that it has done so by the following:
1. The Prime Contractor met the project goal - No Action necessary
2. If the Prime Contractor failed to meet the goal, they must submit documentat on of good
faith efforts.
CONTRACT COMPLIANCE PROGRAM SUBCONTRACTING
The program proposes numerical projections or goals regarding utilization of Minority
Business Enterprise (MBE) and Women Business Enterprise (WBE) as subcontractors in
the performance of contracts awarded by the City of Waterloo, Iowa.
A goal of at least 10% for MBE participation on all City funded construction projects that
are estimated at $50,000 or more and projects under $50,000 where applicable at the
Contract Compliance Officer's discretion. There is at least 2% WBE goal on City funded
projects. Any project which is funded solely or in part with Federal funds shall follow the
respective agencies_contract compliance program and goals. Any project which is funded
solely or in part with State funds shall follow the respective agencies contract compliance
program and goals. The City of Waterloo Contract Compliance Program is for City awarded
construction contracts only. The prime contractor shall make "good-faith efforts" to meet
the Contract Compliance MBE/WBE goals. The MBE/WBE subcontracts must provide the
prime contractor a reasonably competitive price for the service being rendered or the
contractor is not required to accept the bid.
Administrative Reconsideration:
As part of this reconsideration, the bidder will have the opportunity to provide written
documentation or arguments concerning the issue of whether they made adequate good
faith efforts to meet the goals. The bidder will have the opportunity to meet in person with
the City of Waterloo's Administrative Reconsideration Committee to discuss the issue of
whether they made adequate good faith efforts. The Administrative Reconsideration
Committee will forward a written decision on reconsideration to the Mayor and City Council,
explaining the basis for finding that the bidder did or did not meet the goal or make
adequate good faith efforts to do so.
Documentation required will include but is not limited to the following:
* Making portions of the work available for MBE/WBE subcontracting
* Evidence of negotiating with MBE/WBE firms
* MBE/WBE quotes obtained and non-MBE/WBE quotes used
* Reasons agreements were not reached
* Follow-up after initial solicitations
* Efforts to assist in obtaining equipment, supplies and materials (at competitive prices),
bonding, lines of credit, insurance, etc.
* Evidence of past compliance or non-compliance by same contractor
Instructions to Bidders IB-5 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037
Waterloo, Iowa
The Contract Compliance Officer will determine the weight to be given to each item listed
above(supported by appropriate documentation) based on overall program goals.
RESPONSIBILITIES
City of Waterloo
A. The City Contract Compliance Officer has the responsibility to assure the City's
compliance with Federal, State and Municipal regulations.
B. The City Contract Compliance Officer is responsible for maintaining a current
directory of certified firms. Certification of MBE/WBE/DBE contractors is through
the Iowa Department of Transportation and its Unified Certification Program. Only
firms certified based on guidelines prescribed in 49 CFR Part 26 and provisions of
this agreement, shall be recognized as certified by the City of Waterloo.
C. The City Contract Compliance Officer is responsible for making available a list of
future project information notices to MBE/WBE firms.
D. The City Contract Compliance Officer shall send notices to appropriate MBE/WBE
firms in the directory of each bid solicitation with opening date.
E. The City Contract Compliance Officer will receive MBE/WBE Letter(s) of Intent to
Bid and within two (2) business days forward the complete list of MBE/WBE
bidders who submitted a Letter of Intent to Bid to prime contractors.
ll. Prime Contractors
In order to be in compliance with the guidelines of this program, the prime contractor must
show good-faith efforts in following the MBE/WBE Contract Compliance Program. Good-
faith efforts include, but are not limited to, the following:
A. Prime contractors shall send solicitation letters (Form CCO-3) to appropriate
MBE/WBE (those certified in directory prepared by City Contract Compliance
Officer) at least seven (7) working days prior to bid date. Letters should identify
specific items to be subcontracted. A minimum of three (3) disadvantaged
business contacts must be made and documented, if there are at least three
disadvantaged businesses offering services in the area to be subcontracted (See
City of Waterloo MBE/WBE Certification List). If less than three(3) are offering the
services to be subcontracted, then a contact is required for any that are listed as
providing that service. If the Prime Contractor submits a MBE/WBE contact not on
the City's MBE/WBE list, attach a copy of the MBE/WBE/DBE Certifications from
another government agency.
B. If a prime contract bidder is unable to identify MBE/WBE firms to perform portions
of the work, the City Contract Compliance Officer should be contacted for
assistance immediately.
C. Prime contract bidders may solicit MBE/WBE proposals by telephone or personal
interviews, but all such contacts shall be confirmed by Certified Mail, or subcontract
bid request forms (Form CCO-2).
D. If any MBE/WBE business submitting bids is not selected for subcontract award,
documentation must accompany the MBE/WBE Business Enterprise Pre-Bid
Contact Information Form"(Form CCO-4 and CCO-4A)on why the MBE/WBE was
Instructions to Bidders IB-6 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387
Contract No. 1037 Waterloo, Iowa
not selected. These reasons could include:
a. Not low bid. Copies of the competing bids may be required for verification.
b. MBE/WBE did not bid, withdrew bid or non-responsive.
c. Documentation of other business-related reason for not selecting the
MBE/WBE business for a subcontract.
d. Prime contractor self performs work.
e. Any other reason relied on by prime.
The Contract Compliance Officer will determine the weight to be given to each item listed
above (supported by appropriate documentation) based on overall program goals
lll. MBE/WBE Firms
A. MBE/WBE firms shall be certified by the Iowa Department of Transportation as
owners and controllers of their respective businesses or were listed on the City of
Waterloo Certified MBE/WBE Contractors list as of August 2020.
B. MBE/WBE firms must perform the work on the project; they cannot act as a broker
by subcontracting the work out to others.
C. Each MBE/WBE firm planning to submit quotes on construction projects with goals,
shall submit a Letter of Intent to Bid (Form CCO-5)to the City Contract Compliance
Officer seven (7)working days prior to bid opening, listing specific items which the
MBE/WBE firm is interested in bidding. If sufficient Letters of Intent to Bid are not
received by the City Contract Compliance Officer seven (7) working days prior to
bid opening, goals on subject project will be reduced accordingly. Agreements
between the bidder/proposer and a MBE/WBE in which the MBE/WBE promises
not to provide subcontracting quotations to other bidders/proposers are prohibited.
NON-COMPLIANCE OF CONTRACTORS
A. Noncompliance exists when the contractor's actions are not consistent with the
requirements of the Contract Compliance Program in the areas of employment and
subcontracting.
B. A bidder's failure to show good-faith efforts to meet project goals or a failure to use
certified MBE/WBE firms may be grounds for finding its bid not responsible.
C. The Contract Compliance Officer shall submit to City Council his/her
recommendation on any non-compliant contract in writing.
NOTICE TO PROCEED
Notice to proceed on any project with goals will not be issued until City Contract
Compliance Officer determines the lowest responsible bidder has used good-faith efforts
to comply with this Compliance Program and the bid was responsive.
CONCLUSION
This program repeals or revises all sections of previous Waterloo Contract Compliance
Programs.
Instructions to Bidders IB-7 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
11. EMPLOYMENT AND BUSINESS OPPORTUNITY
To the greatest extent feasible, suppliers, subcontractors, and low income workers owning
businesses or living in the Waterloo area must be given priority in supplying materials, bidding for
subcontract work, or applying for employment by the contractor on this project. Opportunities for
training and for employment arising in connection with this project, shall to the greatest extent
feasible be made available to lower income persons residing in the project area. The contract area
is the City of Waterloo.
The City of Waterloo will require the contractor to document his/her efforts in securing lower income
workers living in the project area and in purchasing supplies from, and awarding subcontracts to,
businesses owned by persons residing in the project area.
12. STATEMENT OF BIDDER'S QUALIFICATIONS
Each bidder shall, upon request of the City of Waterloo, Iowa, submit on the form furnished for that
purpose (a copy of which is included in the contract documents), a statement of bidder's
qualifications, his/her experience record in constructing the type of improvements embraced, and
his/her organization and equipment available for the work contemplated; and, when specifically
requested, a detailed financial statement. The City of Waterloo, Iowa, shall have the right to take
such steps as it deems necessary to determine the ability of the bidder to perform his/her
obligations under the contract, and the bidder shall furnish the City of Waterloo, Iowa, all such
information and data for this purpose as it may request. The right is reserved to reject any bid
where an investigation of the available evidence or information does not satisfy the City of Waterloo,
Iowa, that the bidder is qualified to carry out properly the terms of the contract.
13. AWARD OF CONTRACT
a. Award of contract will be made to that responsive and responsible bidder whose bid,
conforming to the Specifications, is most advantageous to the City of Waterloo; price and
other factors considered. The intention is to award the contract at any time of opening
bids, but the right is reserved to postpone such action for a reasonable time, not exceeding
thirty (30) days.
b. The City Council may, when in its interest, reject any or all bids or waive any informality in
bids received.
c. The bidder shall submit bids on all the items listed in the proposal and shall state the unit
bid price in words in the blank spaces provided beneath the item description. Should there
be any discrepancy between the unit bid price in words and listed numeral unit bid price,
the City of Waterloo shall consider the unit bid price in words as being the valid unit bid
price. A computer-generated spreadsheet as herein provided shall also be acceptable.
Proposals requiring mathematical computations to determine unit prices or totals will be
rejected. A contract will be awarded to the qualified bidder submitting the lowest total bid
for the BASE BID plus ALTERNATE(S) chosen by the City as indicated in the NOTICE TO
BIDDERS.
d. When a contract for a public improvement is to be awarded to the lowest responsive and
responsible bidder, a resident bidder shall be allowed a preference as against a
nonresident bidder from a state or foreign country if that state or foreign country gives or
requires any preference to bidders from that state or foreign country, including but not
limited to any preference to bidders, the imposition of any type of labor force preference,
or any other form of preferential treatment to bidders or laborers from that state or foreign
country. The preference allowed shall be equal to the preference given or required by the
state or foreign country in which the nonresident bidder is a resident. In the instance of a
resident labor force preference, a nonresident bidder shall apply the same resident labor
Instructions to Bidders IB-8 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
force preference to a public improvement in this state as would be required in the
construction of a public improvement by the state or foreign country in which the
nonresident bidder is a resident.
14. EXECUTION OF AGREEMENT, BONDS,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 City of Waterloo, Iowa,
an agreement in the form included in the contract documents in such number of copies as
the City of Waterloo, Iowa, may require.
b. 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 and a payment 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/her in performing the work. The bonds shall protect and save
harmless the City 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 City. Such bonds 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 bonds.
c. The successful bidder shall, within the period specified in paragraph "a" above, furnish a
certificate of insurance for approval in amounts of not less than the amounts specified in
the General Specifications for Construction, Section F. No. 4 "Liability Insurance." The
certificate of insurance shall be furnished in such number of copies as the City of Waterloo
may require. The City of Waterloo shall be named as an "Additional Insured." The
contractor shall similarly submit his/her 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/her employees and those of
his/her subcontractors engaged in work at the site, in accordance with State Workmen's
Compensation Laws.
d. 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 City of Waterloo, Iowa, may grant, based upon
reasons determined sufficient by the City of Waterloo, Iowa, 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-advertis ng, the
defaulting bidder shall have no claim against the City of Waterloo, Iowa, for a refund.
Instructions to Bidders IB-9 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
15. BIDDER STATUS
Attention of bidders is called to the requirement of complying with the provisions of the Resident
Bidder/Non-Resident Bidder requirement.
Each bidder submitting a bid shall execute and include with the bid, a Bidder Status Form in the
form herein provided.
Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being
deemed nonresponsive and rejected.
Instructions to Bidders IB-10 of 10 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo,Iowa
op),
SRF Required Front-End Specifications
PLEASE NOTE: Attachment 10 is a new program requirement and is effective
for all SRF projects bid after January 2021.
Attachment 1: Certification of Non-Segregated Facilities Form STATE
(to be completed and signed by Prime Contractor and REVOLVING FUND
submitted with the bid)
Attachment 2: Statement in Advertisement for Bids on Debarment and
Suspension/Certification Regarding Debarment and
Suspension Form (to be completed and signed by Prime Contractor
and submitted with the bid)
Attachment 3: Disadvantaged Business Enterprise Certification Form (to be
completed and signed by Prime Contractor and submitted with the bid)
Attachment 4: DBE Program Subcontractor Performance Form (to be completed and
signed by Prime and DBE Subcontractor for each subcontract ana
submitted with the bid)
Attachment 5: DBE Program Subcontractor Utilization Form (to be completed and
signed by Prime Contractor and submitted with the bid)
Attachment 6: DBE Program Subcontractor Participation Form (for voluntary use of
DBEs)
Attachment 7: Other Federal Requirements Language
A. Standard Equal Employment Opportunity Specifications
B. Federal Labor Standards Provisions (including Davis-Bacon
prevailing wage rates**)
C. Preservation of Open Competition and Government Neutrality
D. Historical and Archeological Finds
E. Prohibitions on Procurement from Violating Facilities
Attachment 8: Right of Entry and Records Retention
Attachment 9: Use of American Iron and Steel
Attachment 10: Prohibition on Certain Telecommunications and Video Surveillance
Services or Equipment
(to be completed and signed by Prime Contractor and submitted with
the bid)
**The Davis Bacon wage determination received from the Iowa Finance Authority must also
be included in the front-end specifications.
INVESTING IN IOWA'S WATER
.�r
January 2021 SRF-1 � .i(��; f
Attachment 1
SRF Required Front-End Specifications
(This form must be completed and signed by Prime Contractor and submitted with the bid)
U.S. Environmental Protection Agency
Certification of Non-Segregated Facilities
(Applicable to contracts, subcontracts, and agreements with applicants who are themselves
performing federally assisted construction contracts, exceeding$10,000 which are not exempt
from the provisions of the Equal Opportunity clause.)
By the submission of this bid, the bidder, offeror, applicant, or subcontractor certifies that
he does not maintain or provide for his employees any segregated facilities at any of his
establishments, and that he does not permit his employees to perform their services at any
location, under his control, where segregated facilities are maintained. He certifies further that
he will not maintain or provide for his employees any segregated facilities at any of his
establishments, and that he will not permit his employees to perform their services at any
location, under his control, where segregated facilities are maintained. The bidder, offeror,
applicant, or subcontractor agrees that a breach of this certification is a violation of the Equal
Opportunity clause in this contract. As used in this certification, the term "segregated facilities"
means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating
areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking
fountains, recreation or entertainment areas, transportation, and housing facilities provided for
employees which are segregated by explicit directive or are in fact segregated on the basis of
race, creed, color, or national original, because of habit, local custom, or otherwise. He further
agrees that (except where he has obtained identical certifications from proposed subcontractors
for specific time periods) he will obtain identical certifications from proposed subcontractors prior
to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of
the Equal Opportunity clause; that he will retain such certifications in his files; and that he will
forward the following notice to such proposed subcontractors (except where the proposed
subcontractors have submitted identical certifications for specific time periods):
NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR
CERTIFICATIONS OF NON-SEGREGATED FACILITIES
A Certification of Non-segregated Facilities, as required by the May 9, 1967, order (33
F.R. 7808, May 28, 1968) on Elimination of Segregated Facilities, by the Secretary of Labor,
must be submitted prior to the award of a subcontract exceeding $10,000 which is not exempt
from the provisions of the Equal Opportunity clause. The certification may be submitted either
for each subcontract or for all subcontracts during a period (i.e., quarterly, semiannually, or
annually).
Signature Date
Name and Title of Signer (Please Type)
NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001.
EPA-7 5720-4.2
SRF-2 January 2021
Attachment 2
SRF Required Front-End Specifications
(This form must be completed and signed by the Prime Contractor and submitted with the bid)
Debarments and Suspensions
Any bidder or equipment supplier whose firm or affiliate is listed in on the U.S. General Services
Administration Excluded Parties List will be prohibited from the bidding process. The excluded
parties records search engine is located at the System for Award Management (SAM) website:
https://www.sam.gov/SAM/. Pursuant to 2 CFR Part 180, as supplemented by 2 CFR 1532, any
entity submitting a bid while the SAM website lists that entity as having an active exclusion will
be determined by the DNR to be a non-responsive bidder and will not be able to receive SRF
funding.
United States Environmental Protection Agency Washington, DC 20460
Certification Regarding Debarment, Suspension, and
Other Responsibility Matters
The prospective participant certifies to the best of its knowledge and belief that it and the
principals:
(a) Are not presently debarred, suspended, proposed for debarment, declared ineligible,
or voluntarily excluded from covered transactions by any Federal department or
agency;
(b) Have not within a three year period preceding this proposal been convicted of or had a
civil judgment rendered against them for commission of fraud or a criminal offense in
connection with obtaining, attempting to obtain, or performing a public (Federal, State,
or local) transaction or contract under a public transaction: violation of Federal or
State antitrust statutes or commission of embezzlement, theft, forgery, bribery,
falsification or destruction of records, making false statements, or receiving stolen
property;
(c) Are not presently indicted or otherwise criminally or civilly charged by a government
entity (Federal, State, or local) with commission of any of the offenses enumerated in
paragraph (1) (b) of this certification; and
(d) Have not within a three-year period preceding this application/proposal had one or
more public transactions (Federal, State, or local) terminated for cause or default.
I understand that a false statement on this certification may be grounds for rejection of this
proposal or termination of the award. In addition, under 18 U SC Sec. 10 01, a false statement
may result in a fine of up to $10,000 or imprisonment for up to 5 years, or both.
Typed Name & Title of Authorized Representative
Signature of Authorized Representative Date
❑ I am unable to certify to the above statements. My explanation is attached.
SRF-3 January 2021
Attachment 3
SRF Required Front-End Specifications
(This form must be completed and signed by Prime Contractor and submitted with the bid)
Disadvantaged Business Enterprise (DBE) Solicitation
It is EPA's policy that recipients of EPA financial assistance through the State Revolving Fund
programs award a "fair share" of subagreements to small, minority and women-owned
businesses, collectively know as Disadvantaged Business Enterprises (DBEs). Iowa's Fair
Share goals are:
Minority-Owned Business Women-Owned Business
Enterprise (MBE) Goal Enterprise (WBE) Goal
Construction 1.7% 2.2%
Supplies 0.6% 5.6%
Services 2.5% 11.3%
Goods/Equipment 2.5% 10.4%
Average 1.8% 7.4%
Only work performed by certified DBEs can be counted toward the goals. In Iowa, DBEs must
be certified through the Iowa Department of Transportation (IDOT). Information on certification
requirements and a list of certified DBEs is on the IDOT website at
https://secure.iowadot.gov/DBE/Home/I ndexl.
Prime contractors' DBE requirements for SRF projects include:
• Taking affirmative steps for DBE participation
• Documenting the efforts and the proposed utilization of certified DBEs
PROJECT INFORMATION
SRF Applicant:
Bidder:
Address:
Contact Person:
Signature:
Phone Number:
E-Mail Address:
Check if Prime Contractor is: ❑ Minority-Owned ❑ Women-Owned
SRF-4 January 2021
GOOD FAITH EFFORTS CHECKLIST
Please complete the checklist to determine if you have complied with the requirement to make
good faith efforts to ensure that certified DBEs have the opportunity to compete for
procurements funded by EPA financial assistance funds. Bidders/offerors must make good faith
efforts prior to submission of bids/proposals.
1. Did you ensure that DBEs are made aware of contracting opportunities to the fullest extent
practicable through outreach and recruitment activities? Li Yes ❑ No
2. Did you make information on forthcoming opportunities available to DBEs and arrange time
frames for contracts and establish delivery schedules, where the requirements permit, in a way
that encourages and facilitates participation by DBEs in the competitive process? This includes,
whenever possible, posting solicitation for bids or proposals for a minimum of 30 calendar days
before the bid or proposal closing date. ❑ Yes ❑ No
3. Did you consider in the contracting process whether firms competing for large contracts
could subcontract with DBEs? This will include dividing total requirements, when economically
feasible, into smaller tasks or quantities to permit maximum participation by DBEs in the
competitive process. [ Yes ❑ No
4. Did you encourage contracting with a consortium of DBEs when a contract is too large for
one of these firms to handle individually? ❑ Yes n No
5. Did you use the services of the Small Business Administration and the Minority Business
Development Agency of the Department of Commerce to identify potential subcontractors?
❑ Yes ❑ No
6. List the potential DBE subcontractors that were contacted. Only list those that are certified
through the Iowa Department of Transportation.
Name How Contacted Response (e.g. did not respond,
(e.g. letter, phone not interested, not competitive)
call, fax, e-mail)
PROPOSED UTILIZATION OF DBE SUBCONTRACTORS
Please include Attachments 4 and 5 to document the proposed utilization of certified DBE_
subcontractors.
SRF-5 January 2021
CONTRACT ADMINISTRATION PROVISIONS
Several contract provisions are required to prevent unfair practices that adversely affect DBEs.
These include:
1. Prime Contractor must pay its Subcontractor for satisfactory performance no more than 30
days from the Prime Contractor's receipt of payment from the SRF loan recipient.
2. Prime Contractor must notify the SRF loan recipient in writing prior to termination of a DBE
subcontractor for convenience.
3. Prime Contractor must employ the six Good Faith Efforts to solicit a replacement
subcontractor if a DBE subcontractor fails to complete work under a subcontract for any
reason.
SRF-6 January 2021
Attachment 4
SRF Required Front-End Specifications
(This form must be completed and signed by Prime and DBE Subcontractor for each subcontract and submitted with the bid)
Disadvantaged Business Enterprise Program
DBE Subcontractor Performance Form
This form is intended to capture the DBE' subcontractor's2 description of work to be performed and the pr ce of the work
submitted to the prime contractor. An EPA Financial Assistance Agreement recipient must require its prime contractor to
have its DBE subcontractors complete this form and include all completed forms in the prime contractor's bid or proposal
package.
Subcontractor Name Project Name
Bid/Proposal No. Assistance Agreement ID No. Point of Contact
(if known)
Address
Telephone No. Email Address
Prime Contractor Name Issuing/Funding Entity
Contract Item Description of Work Submitted to the Prime Contractor Involving Price of Work Submitted to
Number Construction, Services, Equipment or Supplies the Prime Contractor
DBE Certified by DOT SBA Meets/exceeds EPA certification standards?
Other: YES NO Unknown
'A DBE is a Disadvantaged, Minority, or Woman Business Enterprise that has been certified by an entity from which E PA accepts
certification as described in 40 CFR 33.204-33.205 or certified by EPA. EPA accepts certifications from entities that meet or exceed
EPA certification standards as described in 40 CFR 33.202.
2Subcontractor is defined as a company, firm,joint venture, or individual who enters into an agreement with a contractor to provide
services pursuant to an EPA award of financial assistance.
IASRF6100-3 DBE Subcontractor Performance Form—Page 1
SRF-7 January 2021
Disadvantaged Business Enterprise Program
DBE Subcontractor Performance Form
I certify under penalty of perjury that the forgoing statements are true and correct. Signing this form does not signify a
commitment to utilize the subcontractors above. I am aware of that in the event of a replacement of a subcontractor, I will
adhere to the replacement requirements set forth in 40 CFR Part 33 Section 33.302 (c).
Prime Contractor Signature Print Name
Title Date
Subcontractor Signature Print Name
Title Date
IASRF6100-3 DBE Subcontractor Performance Form —Page 2
SRF-8 January 2021
Attachment 5
SRF Required Front-End Specifications
(This form must be completed and signed by Prime Contractor and submitted with the bid if utilizing DBE subcontractors)
Disadvantaged Business Enterprise Program
DBE Subcontractor Utilization Form
This form is intended to capture the prime contractor's actual and/or intended use of identified certified DBE1
subcontractors2 and the estimated dollar amount of each subcontract. An EPA Financial Assistance Agreement Recipient
must require its prime contractors to complete this form and include it in the bid or proposal package. Prime contractors
should also maintain a copy of this form on file.
Prime Contractor Name Project Name
Bid/Proposal No. Assistance Agreement ID No. Point of Contact
(if known)
Address
Telephone No. Email Address
Issuing/Funding Entity
I have identified potential DBE certified subcontractors
YES NO
If yes, please complete the table below. If no, please explain:
Subcontractor Company Address/Phone/Email Estimated Dollar Currently DBE
Name/Company Amount Certified?
Name
Continue on back if needed
1A DBE is a Disadvantaged, Minority, or Woman Business Enterprise that has been certified by an entity from which E.PA accepts
certification as described in 40 CFR 33.204-33.205 or certified by EPA. EPA accepts certifications from entities that meet or exceed
EPA certification standards as described in 40 CFR 33.202.
2Subcontractor is defined as a company, firm,joint venture, or individual who enters into an agreement with a contractor to provide
services pursuant to an EPA award of financial assistance.
IASRF6100-4 DBE Subcontractor Utilization Form—Page 1
SRF-9 January 2021
Disadvantaged Business Enterprise Program
DBE Subcontractor Utilization Form
I certify under penalty of perjury that the forgoing statements are true and correct. Signing this form does not signify a
commitment to utilize the subcontractors above. I am aware of that in the event of a replacement of a subcontractor, I will
adhere to the replacement requirements set forth in 40 CFR Part 33 Section 33.302 (c).
Prime Contractor Signature Print Name
Title Date
IASRF6100-4 DBE Subcontractor Utilization Form—Page 2
SRF-10 January 2021
Attachment 6
SRF Required Front-End Specifications
(This form is for the voluntary use of DBE Subcontractors)
Disadvantaged Business Enterprise Program
DBE Subcontractor Participation Form
An EPA Financial Assistance Agreement Recipient must require its prime contractors to provide this form to its DBE
subcontractors. The use of this form by DBE subcontractors is voluntary and is not required for bidding. This form
gives a DBE1 subcontractor2 the opportunity to describe work received and/or report any concerns regarding the EPA-
funded project(e.g. in areas such as termination by prime contractor, late payments, etc.). The DBE subcontractor can,
as an option, complete and submit this form to the EPA DBE Coordinator at any time during the project period of
performance.
Subcontractor Name Project Name
Bid/Proposal No. Assistance Agreement ID No. Point of Contact
(if known)
Address
Telephone No. Email Address
Prime Contractor Name Issuing/Funding Entity
Contract Item Description of Work Received from the Prime Contractor Involving Amount Received by
Number Construction, Services, Equipment or Supplies Prime Contractor
'A DBE is a Disadvantaged, Minority, or Woman Business Enterprise that has been certified by an entity from which EPA accepts
certification as described in 40 CFR 33.204-33.205 or certified by EPA. EPA accepts certifications from entities that meet or exceed
EPA certification standards as described in 40 CFR 33.202.
'Subcontractor is defined as a company, firm,joint venture, or individual who enters into an agreement with a contractor to provide
services pursuant to an EPA award of financial assistance.
IASRF6100-2 DBE Subcontractor Participation Form —Page 1
SRF-11 January 2021
Disadvantaged Business Enterprise Program
DBE Subcontractor Participation Form
Please use the space below to report any concerns regarding the above EPA-funded project:
Subcontractor Signature Print Name
Title Date
Return to: Regional Coordinator, Small Business Utilization, U.S. Environmental Protection Agency, Region 7, 11201
Renner Blvd., Lenexa, KS 66219
IASRF6100-2 DBE Subcontractor Participation Form —Page 2
SRF-12 January 2021
Attachment 7
SRF Required Front-End Specifications
Other Federal Requirements Language
A. Standard Federal Equal Employment Opportunity Construction Contract
Specifications (Executive Order 11246)
1. As used in these specifications:
a. "Covered area" means the geographical area described in the solicitation from which
this contract resulted;
b. "Director" means Director, Office of Federal Contract Compliance Programs, United
States Department of Labor, or any person to whom the Director delegates authority;
c. "Employer identification number" means the Federal Social Security number used
on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941.
d. "Minority" includes:
(i) Black (all persons having origin in any of the Black African racial groups not of
Hispanic origin);
(ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South
American or other Spanish Culture or origin, regardless of race);
(iii) Asian and Pacific Islander (all persons having origins in any of the original
peoples of the Far East, Southeast Asia, the Indian Sub-continent, or the Pacific
Islands); and
(iv) American Indian or Alaskan Native (all persons having origins in any of the
original peoples of North America and maintaining identifiable tribal affiliations
through membership and participation or community identification).
2. Whenever the Contractor, or any Subcontractor at any tier subcontracts a portion of the
work involving any construction trade, it shall physically include in each subcontract in excess of
$10,000 the provisions of these specifications and the Notice which contains the applicable
goals for minority and female participation and which is set forth in the solicitations from which
this contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 6-4.5) in a Hometown Plan
approved by the U.S. Department of Labor in the covered area either individually or through an
association, its affirmative action obligations on all work in the Plan area (including goals and
timetables) shall be in accordance with that Plan for those trades which have unions
participating in the Plan. Contractors must be able to demonstrate their participation in and
compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor
participating in an approved Plan is individually required to comply with its obligations under the
EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade
in which it has employees. The overall good faith performance by other Contractors or
Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or
Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards provided in
paragraphs 7a through p of these specifications. The goals set forth in the solicitation from
which this contract resulted are expressed as percentages of the total hours of employment and
training of minority and female utilization the Contractor should reasonably be able to achieve in
each construction trade in which it has employee in the covered area. Covered construction
contractors performing construction work in geographical areas where they do not have a
SRF-13 January 2021
Federal or federally assisted construction contract shall apply the minority and female goals
established for the geographical area where the work in being performed. Goals are published
periodically in the Federal Register in notice form, and such notices may be obtained from any
Office of Federal Contract Compliance Programs office or from Federal procurement contracting
officers. The Contractor is expected to make substantially uniform progress in meeting its goals
in each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure by a union
with whom the Contractor has a collective bargaining agreement, to refer either minorities or
women shall excuse the Contractor's obligations under these specifications, Executive Order
11246, or the regulations promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to be counted in
meeting the goals, such apprentices and trainees must be employed by the Contractor during
the training period, and the Contractor must have made a commitment to employ the
apprentices and trainees at the completion of their training, subject to the availability of
employment opportunities. Trainees must be trained pursuant to training programs approved by
the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment
opportunity. The evaluation of the Contractor's compliance with these specifications shall be
based upon its effort to achieve maximum results from its actions. The Contractor shall
document these efforts fully, and shall implement affirmative action steps at least as extensive
as the following:
a. Ensure and maintain a working environment free of harassment, intimidation, and
coercion at all sites, and in all facilities at which the Contractor employees are assigned
to work. The Contractor, where possible will assign two or more women to each
construction project. The Contractor shall specifically ensure that all foremen,
superintendents, and other on-site supervisory personnel are aware of and carry out the
Contractor's obligation to maintain such a working environment, with specific attention to
minority or female individuals working at such sites or in such facilities.
b. Establish and maintain a current list of minority and female recruitment sources,
provide written notification to minority and female recruitment sources and to community
organizations when the Contractor or its unions have employment opportunities
available and maintain a record of the organizations' responses.
c. Maintain a current file of the names, addresses and telephone numbers of each
minority and female off-the-street applicant and minority or female referral from a union,
a recruitment source or community organization and of what action was taken with
respect to each such individual. If such individual was sent to the union hiring hall for
referral and was not referred back to the Contractor by the union or, if referred, not
employed by the Contractor, this shall be documented in the file with the reason
therefore, along with whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union or unions with
which the Contractor has a collective bargaining agreement has not referred to the
Contractor a minority person or woman sent by the Contractor, or when the Contractor
has other information that the union referral process has impeded the Contractor's effort,
to meet its obligations.
e. Develop on-the-job training opportunities and/or participate in training programs for
the area which expressly include minorities and women, including upgrading programs
and apprenticeship and trainee programs relevant to the Contractor's employment
needs, especially those programs funded or approved by the Department of Labor. The
SRF-14 January 2021
Contractor shall provide notice of these programs to the source complied under 7b
above.
f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions
and training programs and requesting their cooperation in assisting the Contractor in
meeting its EEO obligations; by including it in any policy manual and collective
bargaining agreement; by publicizing it in the company newspaper, annual report. etc.;
by specific review of the policy with all management personnel and with all minority and
female employees at least once a year; and by posting the company EEO policy on
bulletin boards accessible to all employees at each location where construction work is
performed.
g. Review, at least annually, the company's EEO policy and affirmative action obligations
under these specifications with all employees having any responsibility for hiring,
assignment, layoff, termination or other employment decisions including specific review
of these items with onsite supervisory personnel such as Superintendents, General
Foremen, etc., prior to the initiation of construction work at any job site. A written record
shall be made and maintained identifying the time and place of these meetings, persons
attending, subject matter discussed, and disposition of the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in any advertising in
the news media, specifically including minority and female news media, and providing
written notification to and discussing the Contractor's EEO policy with other Contractors
and Subcontractors with whom the Contractor does or anticipates doing business.
i. Direct its recruitment efforts, both oral and written, to minority, female and community
organizations, to schools with minority and female students and to minority and female
recruitment and training organizations serving the Contractor's recruitment area and
employment needs. Not later than one month prior to the date for the acceptance of
applications for apprenticeship or other training by any recruitment source, the
Contractor shall send written notification to organizations such as the above, describing
the openings, screening procedures, and test to be used in the selection process
j. Encourage present minority and female employees to recruit other minority persons
and women and, where reasonable, provide after school, summer and vacation
employment to minority and female youth both on the site and in other areas of a
Contractor's workforce.
k. Validate all tests and other selection requirements where there is an obligation to do
so under 41 CFR Part 60-3.
1. Conduct, at least annually, an inventory and evaluation at least of all minority and
female personnel for promotional opportunities and encourage these employees to seek
or to prepare for, through appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications work assignments and other
personnel practices, do not have a discriminatory effect by continually monitoring all
personnel and employment related activities to ensure that the EEO policy and the
Contractor's obligations under these specifications are being carried out.
n. Ensure that all facilities and company activities are nonsegregated except that
separate or single-user toilet and necessary changing facilities shall be provided to
assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for subcontracts from
minority and female construction contractors and suppliers, including circulation of
solicitations to minority and female contractor associations and other business
associations.
p. Conduct a review, at least annually, of all supervisors' adherence to and performance
under the Contractor's EEO policies and affirmative action obligations.
SRF-15 January 2021
8. Contractors are encouraged to participate in voluntary associations which assist in
fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a
contractor association, joint contractor-union, contractor-community, or other similar group of
which the contractor is a member and participant, may be asserted as fulfilling any one or more
of its obligations under 7a through p of these Specifications provided that the contractor actively
participates in the group, makes every effort to assure that the group has a positive impact on
the employment of minorities and women in the industry, ensures that the concrete benefits of
the program are reflected in the Contractor's minority and female workforce participation, makes
a good faith effort to meet its individual goals and timetables, and can provide access to
documentation which demonstrates the effectiveness of actions taken on behalf of the
Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to
fulfill an obligation shall not be a defense for the Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for women have been established.
The Contractor, however, is required to provide equal employment opportunity and to take
affirmative action for all minority groups, both male and female, and all women, both minority
and non-minority. Consequently, the Contractor may be in violation of the Executive Order if a
particular group is employed in a substantially disparate manner (for example, even though the
Contractor has achieved its goals for women generally, the Contractor may be in violation of the
Executive Order if a specific minority group of women is underutilized).
10. The Contractor shall not use the goals and timetable or affirmative action standards to
discriminate against any person because of race, color, religion, sex, or national origin.
11. The Contractor shall not enter into any Subcontract with any person or firm debarred
from Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of these
specifications and of the Equal Opportunity Clause, including suspension, termination and
cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive
Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract
Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall
be in violation of these specifications and Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall implement
specific affirmative action steps at least as extensive as those standards prescribed in
paragraph 7 of these specifications so as to achieve maximum results from its efforts to ensure
equal employment opportunity. If the Contractor fails to comply with the requirements of the
Executive Order, the implementing regulations, or these specifications, the Director shall
proceed in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all employment related
activity to ensure that the company EEO policy is being carried out, to submit reports relating to
the provisions hereof as may be required by the Government and to keep records. Records
shall at least include for each employee the name, address, telephone numbers, construction
trade, union affiliation if any, employee identification number when assigned, social security
number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of
changes in status, hours worked per week in the indicated trade, rate of pay, and locations at
which the work was performed. Records shall be maintained in an easily understandable and
retrievable form; however, to the degree that existing records satisfy this requirement,
contractors shall not be required to maintain separate records.
SRF-16 January 2021
15. Nothing herein provided shall be construed as a limitation upon the application of other
laws which establish different standards of compliance or upon the application of requirements
for the hiring of local or other area residents (e.g., those under the Public Works Employment
Act of 1977 and the Community Development Block Grant Program).
Federal Register, Vol. 43, No. 68 - Friday, April 7, 1978 (Corrected May 5, 1978).
Effective Date: May 8, 1978
Federal Register, Vol. 45, No. 194. Paragraph 4, revised October 3, 1980
Effective Date: September 30, 1980
APPENDICES A and B-80
Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity
(Executive Order 11246)
1. The Offerors or Bidder's attention is called to the "Equal Opportunity Clause" and the
"Standard Federal Equal Employment Specifications" set forth herein.
2. The goals and timetables for minority and female participation, expressed in percentage
terms for the Contractor's aggregate workforce in each trade on all construction work in
the covered area, are as follows:
(See Appendix B-80 and Appendix A Below)
These goals are applicable to all the Contractor's construction work (whether or not it is Federal
or federally assisted) performed in the covered area. If the contractor performs construction
work in a geographical area located outside of the covered area, it shall apply the goals
established for such geographical area where the work is actually performed. With regard to this
second area, the contractor also is subject to the goals for both its federally involved and non-
federally involved construction.
The Contractor's compliance with the Executive Order and in the regulations in 41 CFR Part
60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative
action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to
meet the goals. The hours of minority and female employment and training must be
substantially uniform throughout the length of the contract, and in each trade, and the contractor
shall make a good faith effort to employ minorities and women evenly on each of its projects.
The transfer of minority or female employees or trainees from Contractor to Contractor or from
project to project for the sole purpose of meeting the Contractor's goals shall be a violation of
the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with
the goals will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the Director of the Office of Federal
Contract Compliance Programs within 10 working days of award of any construction
subcontract in excess of$10,000 at any tier for construction work under the contract
resulting from this solicitation. The notification shall list the name, address and telephone
number of the subcontractor, employer Identification number of the subcontractor,
estimated dollar amount of the subcontract, and the geographical area in which the
subcontract is to be performed.
SRF-17 January 2021
4. As used in this Notice, and in the contract resulting from this solicitation, the "covered
area" is (State of Iowa).
APPENDIX A
The following goals and timetables for female utilization shall be included in all Federal and
federally assisted construction contracts and subcontracts in excess of$10,000. The goals are
applicable to the contractor's aggregate on-site construction workforce whether or not part of
that workforce is performing work on a Federal or federally assisted construction contract or
subcontract.
Area covered: Goals for Women apply nationwide.
Timetable Goals (percent)
From Apr. 1, 1978 until March 31, 1979 3.1
From Apr. 1, 1979 until March 31, 1980 5.0
From Apr. 1, 1980 until March 31, 1981 6.9
Published, Federal Register May 5, 1978
APPENDIX B-80
Until further notice, the following goals for minority utilization in each construction craft and trade
shall be included in all Federal or federally assisted construction contracts and subcontracts in
excess of$10,000 to be performed in the respective geographical areas. The goals are
applicable to each nonexempt contractor's total onsite construction workforce, regardless of
whether or not part of that workforce is performing work in a Federal, federally assisted or
nonfederally related project, contract or subcontract. Construction contractors which are
participating in an approved Hometown Plan (see 41 CFR 60-4.5) are required to comply with
the goals of the Hometown Plan with regard to construction work they perform in the area
covered by the Hometown Plan. With regard to all their other covered construction work, such
contractors are required to comply with the applicable SMSA of EA goal contained in this
appendix B-80.
SRF-18 January 2021
Economic Areas
State: Iowa Goal
096 Dubuque IA:
SMSA Counties:
2200 Dubuque, IA 0.6
IA Dubuque
Non-SMSA
Counties 0.5
IA Allamakee, IA Clayton, IA Delaware, IA, Jackson IA, Winneshiek
099 Davenport Rock Island Moline, IA-IL:
SMSA Counties:
1960 Davenport Rock Island Moline, IA-IL 4.6
IL Henry, IL Rock Island Moline, IA Scott
Non-SMA
Counties 3.4
IL Carroll, IL Hancock, IL Henderson, IL ,Mercer, IL Whiteside, IA Clinton, IA Des
Moines, IA Henry, IA Lee, IA Louisa, IA, Muscatine, MO Clark
100 Cedar Rapids, IA:
SMSA Counties:
1360 Cedar Rapids, IA 1.7
IA Linn
Non-SMSA Counties ......... 1.5
IA Benton, IA Cedar, IA Iowa, IA Johnson, IA, Jones, IA, Washington
101 Waterloo, IA:
SMSA Counties:
8920 Waterloo-Cedar Falls, IA 4.7
IA Black Hawk
Non-SMSA Counties 2.0
IA Bremer, IA Buchanan, IA Butler, IA Cerro Gordo, IA Chickasaw, IA Fayette, IA Floyd,
IA Franklin, IA Grundy, IA Hancock, IA Hardin, IA Howard, IA Mitchell, IA Winnebago, IA
Worth
102 Fort Dodge, IA:
Non-SMSA Counties 0.4
IA Buena Vista, IA Calhoun, IA Carroll, IA Clay, IA Dickinson, IA Emmet, IA Greene, IA
Hamilton, IA Humboldt, IA Kossuth, IA Palo Alto, IA Pocahontas, IA Sac, IA Webster, IA
Wright
103 Sioux City, IA:
SMSA Counties:
7720 Sioux City, IA-NE 1.9
IA Woodbury, NE Dakota
SRF-19 January 2021
Non-SMSA Counties 1.2
IA Cherokee, IA Crawford, IA Ida, IA Monona, IA O'Brien, IA Plymouth, IA Sioux, NE
Antelope, NE Cedar, NE Cuming, NE Dixon, NE Knox, NE Madison, NE Pierce, NE
Stanton, NE Thurston, NE Wayne, SD Bon Homme, SD Clay, SD Union, SD Yankton
104 Des Moines, IA:
SMSA Counties:
2120 Des Moines, IA 4.5
IA Polk, IA Warren
Non SMSA Counties: 2.4
IA Adair, IA Appanoose, IA Boone, IA Clarke, IA Dallas, IA Davis, IA Decatur, IA Guthrie,
IA Jasper, IA Jefferson, IA Keokuk, IA Lucas, IA Madison, IA Mahaska, IA Marion, IA
Marshall, IA Monroe, IA Poweshiek, IA Ringgold, IA Story, IA Tama, IA Union, IA Van
Buren, IA Wapello, IA Wayne
143 Omaha, NE:
SMSA Counties:
5920 Omaha, NE-IA 7.6
IA Pottawattamie, NE Douglas, NE Sarpy
Non-SMSA Counties 5.3
IA Adams, IA Audubon, IA Cass, IA Fremont, IA Harrison, IA Mills, IA Montgomery, IA
Page, IA Shelby, IA Taylor, NE Burt, NE Cass, NE Colfax, NE Dodge, NE Platte, NE
Saunders, NE Washington
Published, Federal Register October 3, 1980
B. Federal Labor Standards Provisions (including Davis-Bacon prevailing wage rates)
Applicability
The Project or Program to which the construction work covered by this contract pertains is being
assisted by the United States of America and the following Federal Labor Standards Provisions
are included in this Contract pursuant to the provisions applicable to such Federal assistance.
(1) Minimum wages. (i) All laborers and mechanics employed or working upon the site of the
work will be paid unconditionally and not less often than once a week, and without subsequent
deduction or rebate on any account (except such payroll deductions as are permitted by
regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full
amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of
payment computed at rates not less than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made a part hereof, regardless of any
contractual relationship which may be alleged to exist between the contractor and such laborers
and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits
under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered
wages paid to such laborers or mechanics, subject to the provisions of paragraph (a)(1)(iv) of
this section; also, regular contributions made or costs incurred for more than a weekly period
(but not less often than quarterly) under plans, funds, or programs which cover the particular
weekly period, are deemed to be constructively made or incurred during such weekly period.
Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the
wage determination for the classification of work actually performed, without regard to skill,
SRF-20 January 2021
except as provided in Sec. 5.5(a)(4). Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for each classification for the time
actually worked therein: Provided that, the employer's payroll records accurately set forth the
time spent in each classification in which work is performed. The wage determination (including
any additional classification and wage rates conformed under paragraph (a)(1)(ii) of this section)
and the Davis-Bacon poster(WH-1321) shall be posted at all times by the contractor and its
subcontractors at the site of the work in a prominent and accessible place where it can be easily
seen by the workers.
(ii)(A) The contracting officer shall require that any class of laborers or mechanics, including
helpers, which is not listed in the wage determination and which is to be employed under the
contract shall be classified in conformance with the wage determination. The contracting officer
shall approve an additional classification and wage rate and fringe benefits therefore only when
the following criteria have been met:
(1) The work to be performed by the classification requested is not performed by a
classification in the wage determination; and
(2) The classification is utilized in the area by the construction industry; and
(3) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the wage determination.
(B) If the contractor and the laborers and mechanics to be employed in the classification (if
known), or their representatives, and the contracting officer agree on the classification and wage
rate (including the amount designated for fringe benefits where appropriate), a report of the
action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour
Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC
20210. The Administrator, or an authorized representative, will approve, modify, or disaparove
every additional classification action within 30 days of receipt and so advise the contracting
officer or will notify the contracting officer within the 30-day period that additional time is
necessary.
(C) In the event the contractor, the laborers or mechanics to be employed in the classification
or their representatives, and the contracting officer do not agree on the proposed classification
and wage rate (including the amount designated for fringe benefits, where appropriate), the
contracting officer shall refer the questions, including the views of all interested parties and the
recommendation of the contracting officer, to the Administrator for determination. The
Administrator, or an authorized representative, will issue a determination within 30 days of
receipt and so advise the contracting officer or will notify the contracting officer within the 30-day
period that additional time is necessary.
(D) The wage rate (including fringe benefits where appropriate) determined pursuant to
paragraphs (a)(1)(ii) (B) or (C) of this section, shall be paid to all workers performing work in the
classification under this contract from the first day on which work is performed in the
classification.
(iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or
mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor
shall either pay the benefit as stated in the wage determination or shall pay another bona fide
fringe benefit or an hourly cash equivalent thereof.
(iv) If the contractor does not make payments to a trustee or other third person, the contractor
may consider as part of the wages of any laborer or mechanic the amount of any costs
reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided,
That the Secretary of Labor has found, upon the written request of the contractor, that the
applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may
require the contractor to set aside in a separate account assets for the meeting of obligations
under the plan or program.
SRF-21 January 2021
(2) Withholding. The EPA shall upon its own action or upon written request of an authorized
representative of the Department of Labor withhold or cause to be withheld from the contractor
under this contract or any other Federal contract with the same prime contractor, or any other
federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held
by the same prime contractor, so much of the accrued payments or advances as may be
considered necessary to pay laborers and mechanics, including apprentices, trainees, and
helpers, employed by the contractor or any subcontractor the full amount of wages required by
the contract. In the event of failure to pay any laborer or mechanic, including any apprentice,
trainee, or helper, employed or working on the site of the work, all or part of the wages required
by the contract, the EPA may, after written notice to the contractor, sponsor, applicant, or
owner, take such action as may be necessary to cause the suspension of any further payment,
advance, or guarantee of funds until such violations have ceased.
(3) Payrolls and basic records. (i) Payrolls and basic records relating thereto shall be
maintained by the contractor during the course of the work and preserved for a period of three
years thereafter for all laborers and mechanics working at the site of the work. Such records
shall contain the name, address, and social security number of each such worker, his or her
correct classification, hourly rates of wages paid (including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in
section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked,
deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29
CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs
reasonably anticipated in providing benefits under a plan or program described in section
1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the
commitment to provide such benefits is enforceable, that the plan or program is financially
responsible, and that the plan or program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated or the actual cost incurred in
providing such benefits. Contractors employing apprentices or trainees under approved
programs shall maintain written evidence of the registration of apprenticeship programs and
certification of trainee programs, the registration of the apprentices and trainees, and the ratios
and wage rates prescribed in the applicable programs.
(ii)(A) The contractor shall submit weekly for each week in which any contract work is
performed a copy of all payrolls to the (write in name of appropriate federal agency) if the
agency is a party to the contract, but if the agency is not such a party, the contractor will submit
the payrolls to the applicant, sponsor, or owner, as the case may be, for transmission to the
(write in name of agency). The payrolls submitted shall set out accurately and completely all of
the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social
security numbers and home addresses shall not be included on weekly transmittals. Instead the
payrolls shall only need to include an individually identifying number for each employee (e.g.,
the last four digits of the employee's social security number). The required weekly payroll
information may be submitted in any form desired. Optional Form WH-347 is available for this
purpose from the Wage and Hour Division Web site at
http://www.dol.gov/whd/programs/dbra/forms.htm or its successor site. The prime contractor is
responsible for the submission of copies of payrolls by all subcontractors. Contractors and
subcontractors shall maintain the full social security number and current address of each
covered worker, and shall provide them upon request to the (write in name of appropriate
federal agency) if the agency is a party to the contract, but if the agency is not such a party, the
contractor will submit them to the applicant, sponsor, or owner, as the case may be, for
transmission to the (write in name of agency), the contractor, or the Wage and Hour Division of
the Department of Labor for purposes of an investigation or audit of compliance with prevailing
wage requirements. It is not a violation of this section for a prime contractor to require a
subcontractor to provide addresses and social security numbers to the prime contractor for its
SRF-22 January 2021
own records, without weekly submission to the sponsoring government agency (or the applicant,
sponsor, or owner).
(B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by
the contractor or subcontractor or his or her agent who pays or supervises the payment of the
persons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information required to be provided
under Sec. 5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being
maintained under Sec. 5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is
correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice, and trainee) employed
on the contract during the payroll period has been paid the full weekly wages earned, without
rebate, either directly or indirectly, and that no deductions have been made either directly or
indirectly from the full wages earned, other than permissible deductions as set forth in
Regulations, 29 CFR part 3;
(3) That each laborer or mechanic has been paid not less than the applicable wage rates and
fringe benefits or cash equivalents for the classification of work performed, as specified in the
applicable wage determination incorporated into the contract.
(C) The weekly submission of a properly executed certification set forth on the reverse side of
Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of
Compliance" required by paragraph (a)(3)(ii)(B) of this section.
(D) The falsification of any of the above certifications may subject the contractor or
subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of
title 31 of the United States Code.
(iii) The contractor or subcontractor shall make the records required under paragraph (a)(3)(i)
of this section available for inspection, copying, or transcription by authorized representatives of
the EPA or the Department of Labor, and shall permit such representatives to interview
employees during working hours on the job. If the contractor or subcontractor fails to submit the
required records or to make them available, the Federal agency may, after written notice to the
contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to
submit the required records upon request or to make such records available may be grounds for
debarment action pursuant to 29 CFR 5.12.
(4) Apprentices and trainees--(i) Apprentices. Apprentices will be permitted to work at ess
than the predetermined rate for the work they performed when they are employed pursuant to
and individually registered in a bona fide apprenticeship program registered with the U.S
Department of Labor, Employment and Training Administration, Office of
Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency
recognized by the Office, or if a person is employed in his or her first 90 days of probationary
employment as an apprentice in such an apprenticeship program, who is not individually
registered in the program, but who has been certified by the Office of Apprenticeship Training,
Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be
eligible for probationary employment as an apprentice. The allowable ratio of apprentices to
journeymen on the job site in any craft classification shall not be greater than the ratio permitted
to the contractor as to the entire work force under the registered program. Any worker listed on
a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated
above, shall be paid not less than the applicable wage rate on the wage determination for the
classification of work actually performed. In addition, any apprentice performing work on the job
site in excess of the ratio permitted under the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work actually performed. Where a
contractor is performing construction on a project in a locality other than that in which its
program is registered, the ratios and wage rates (expressed in percentages of the journeyman's
SRF-23 January 2021
hourly rate) specified in the contractor's or subcontractors registered program shall be observed.
Every apprentice must be paid at not less than the rate specified in the registered program for
the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate
specified in the applicable wage determination. Apprentices shall be paid fringe benefits in
accordance with the provisions of the apprenticeship program. If the apprenticeship program
does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits
listed on the wage determination for the applicable classification. If the Administrator determines
that a different practice prevails for the applicable apprentice classification, fringes shall be paid
in accordance with that determination. In the event the Office of Apprenticeship Training,
Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office,
withdraws approval of an apprenticeship program, the contractor will no longer be permitted to
utilize apprentices at less than the applicable predetermined rate for the work performed until an
acceptable program is approved.
(ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less
than the predetermined rate for the work performed unless they are employed pursuant to and
individually registered in a program which has received prior approval, evidenced by formal
certification by the U.S. Department of Labor, Employment and Training Administration. The
ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan
approved by the Employment and Training Administration. Every trainee must be paid at not
less than the rate specified in the approved program for the trainee's level of progress,
expressed as a percentage of the journeyman hourly rate specified in the applicable wage
determination. Trainees shall be paid fringe benefits in accordance with the provisions of the
trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid
the full amount of fringe benefits listed on the wage determination unless the Administrator of
the Wage and Hour Division determines that there is an apprenticeship program associated with
the corresponding journeyman wage rate on the wage determination which provides for less
than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who
is not registered and participating in a training plan approved by the Employment and Training
Administration shall be paid not less than the applicable wage rate on the wage determination
for the classification of work actually performed. In addition, any trainee performing work on the
job site in excess of the ratio permitted under the registered program shall be paid not less than
the applicable wage rate on the wage determination for the work actually performed. In the
event the Employment and Training Administration withdraws approval of a training program,
the contractor will no longer be permitted to utilize trainees at less than the applicable
predetermined rate for the work performed until an acceptable program is approved.
(iii) Equal employment opportunity. The utilization of apprentices, trainees and journeymen
under this part shall be in conformity with the equal employment opportunity requirements of
Executive Order 11246, as amended, and 29 CFR part 30.
(5) Compliance with Copeland Act requirements. The contractor shall comply with the
requirements of 29 CFR part 3, which are incorporated by reference in this contract.
(6) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses
contained in 29 CFR 5.5(a)(1) through (10) and such other clauses as the (write in the name of
the Federal agency) may by appropriate instructions require, and also a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime contractor
shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all
the contract clauses in 29 CFR 5.5.
(7) Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be
grounds for termination of the contract, and for debarment as a contractor and a subcontractor
as provided in 29 CFR 5.12.
SRF-24 January 2021
(8) Compliance with Davis-Bacon and Related Act requirements. All rulings and
interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are
herein incorporated by reference in this contract.
(9) Disputes concerning labor standards. Disputes arising out of the labor standards
provisions of this contract shall not be subject to the general disputes clause of this contract.
Such disputes shall be resolved in accordance with the procedures of the Department of Labor
set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes
between the contractor (and any of its subcontractors) and the contracting agency, the U.S.
Department of Labor, or the employees or their representatives.
(10) Certification of eligibility. (i) By entering into this contract, the contractor certifies that
neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a
person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the
Davis-Bacon Act or 29 CFR 5.12(a)(1).
(ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of
a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
(iii) The penalty for making false statements is prescribed in the
U.S. Criminal Code, 18 U.S.C. 1001.
(b) Contract Work Hours and Safety Standards Act. The Agency Head shall cause or require
the contracting officer to insert the following clauses set forth in paragraphs (b)(1), (2), (3), and
(4) of this section in full in any contract in an amount in excess of$100,000 and subject to the
overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall
be inserted in addition to the clauses required by Sec. 5.5(a) or 4.6 of part 4 of this title. As used
in this paragraph, the terms laborers and mechanics include watchmen and guards.
(1) Overtime requirements. No contractor or subcontractor contracting for any part of the
contract work which may require or involve the employment of laborers or mechanics shall
require or permit any such laborer or mechanic in any workweek in which he or she is employed
on such work to work in excess of forty hours in such workweek unless such laborer or
mechanic receives compensation at a rate not less than one and one-half times the basic rate of
pay for all hours worked in excess of forty hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of
the clause set forth in paragraph (b)(1) of this section the contractor and any subcontractor
responsible therefor shall be liable for the unpaid wages. In addition, such contractor and
subcontractor shall be liable to the United States (in the case of work done under contract for
the District of Columbia or a territory, to such District or to such territory), for liquidated
damages. Such liquidated damages shall be computed with respect to each individual laborer or
mechanic, including watchmen and guards, employed in violation of the clause set forth n
paragraph (b)(1) of this section, in the sum of$10 for each calendar day on which such
individual was required or permitted to work in excess of the standard workweek of forty hours
without payment of the overtime wages required by the clause set forth in paragraph (b)(1) of
this section.
(3) Withholding for unpaid wages and liquidated damages. The loan recipient shall upon its
own action or upon written request of an authorized representative of the Department of Labor
withhold or cause to be withheld, from any moneys payable on account of work performed by
the contractor or subcontractor under any such contract or any other Federal contract with the
same prime contractor, or any other federally-assisted contract subject to the Contract Work
Hours and Safety Standards Act, which is held by the same prime contractor, such sums as
may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor
for unpaid wages and liquidated damages as provided in
the clause set forth in paragraph (b)(2) of this section.
(4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses
set forth in paragraph (b)(1) through (4) of this section and also a clause requiring the
SRF-25 January 2021
subcontractors to include these clauses in any lower tier subcontracts. The prime contractor
shall be responsible for compliance by any subcontractor or lower tier subcontractor with the
clauses set forth in paragraphs (b)(1) through (4) of this section.
(c) In addition to the clauses contained in paragraph (b), in any contract subject only to the
Contract Work Hours and Safety Standards Act and not to any of the other statutes cited in Sec.
5.1, the Agency Head shall cause or require the contracting officer to insert a clause requiring
that the contractor or subcontractor shall maintain payrolls and basic payroll records during the
course of the work and shall preserve them for a period of three years from the completion of
the contract for all laborers and mechanics, including guards and watchmen, working on the
contract. Such records shall contain the name and address of each such employee, social
security number, correct classifications, hourly rates of wages paid, daily and weekly number of
hours worked, deductions made, and actual wages paid. Further, the Agency Head shall cause
or require the contracting officer to insert in any such contract a clause providing that the
records to be maintained under this paragraph shall be made available by the contractor or
subcontractor for inspection, copying, or transcription by authorized representatives of the EPA
and the Department of Labor, and the contractor or subcontractor will permit such
representatives to interview employees during working hours on the job.
C. Preservation of Open Competition and Government Neutrality Towards
Government Contractors' Labor Relations on Federal and Federally Funded
Construction Projects (Executive Order 13202, as amended by Executive Order
13208)
Executive Order 13202, signed February 17, 2001 and amended April 4, 2001, requires all
executive agencies that issue grants to ensure Government neutrality toward contractors' labor
relations. This applies to recipients of SRF assistance. The Executive Order prohibits
discrimination against contractors and their employees in construction contracts based upon
labor affiliation or lack thereof.
SRF assistance recipients and any construction managers acting on their behalf must ensure
that bidding specifications, project agreements, and other controlling documents do not require,
prohibit, or otherwise discriminate, with respect to labor affiliation or lack thereof.
D. Historical and Archeological Finds
If, during the course of construction, evidence of deposits of historical or archeological interest is
found, the contractor shall cease operations affecting the find. The owner shall then notify the
State Revolving Fund Environmental Review Specialist, who shall in turn notify the State
Historic Preservation Office. The SRF shall consult with the SHPO and other interested parties
to determine the proper course of action regarding the discovery. No further disturbance of the
deposits shall ensue until the SRF Environmental Review Specialist determines that the project
activities in that area may proceed. Compensation to the contractor, if any, for lost time or
changes in construction to avoid the find, shall be determined in accordance with changed
conditions or change order provisions of the specifications.
Authority for this derives from the National Historic Preservation Act (16 U.S.C. §§470 et seq.)
and 36 CFR Part 800. If human remains are discovered then state law also applies IC 263B.
SRF-26 January 2021
E. Prohibitions on Procurement from Violating Facilities (Section 306, Clean Air Act;
Section 508, Clean Water Act; Executive Order 11738)
Both the Clean Water Act and the Clean Air Act prohibit federal agencies from extending
assistance by way of loans or contracts to persons who have been convicted of violations of
either law. Executive Order 11738 was issued to coordinate enforcement by the U.S.
Environmental Protection Agency, which shall designate facilities which have given rise to a
conviction for an offense under the criminal provisions of the Clean Air Act and the Clean Water
Act.
The Executive Order also prohibits agencies from extending assistance to facilities that are not
in compliance with either Act.
SRF assistance recipients may not procure goods, services, or materials from suppliers listed
by the EPA as violators.
The Excluded Parties Listing search engine is located at the System for Award Management
(SAM) website: https://www.sam.gov/SAM/.
Attachment 8
SRF Required Front-End Specifications
Right of Entry and Records Retention
The recipient shall provide access at all times for the Department of Natural Resources, the
Iowa Finance Authority, the state auditor, and the U.S. EPA Office of the Inspector General to
all project records and documents for inspection and audit purposes for a period of three years
after the date of last loan payment. The same access to the project site(s) shall be provided for
inspection purposes.
567 Iowa Administrative Code paragraph 92.8(2).e. State inspections. Personnel of the department
shall have the right to examine all construction aspects of the project, including materials and
equipment delivered and stored on site for use on the project.
SRF-27 January 2021
Attachment 9
SRF Required Front-End Specifications
"American Iron and Steel" Requirements
H.R. 3547, the "Consolidated Appropriations Act, 2014," enacted January 17, 2014 by the U.S.
Congress, includes "American Iron and Steel" provisions that require Clean Water and Drinking
Water State Revolving Fund assistance recipients of these funds to use iron and steel produced
in the United States.
H.R. 3547 includes the following language in Division G, Title IV, under the heading, "Use of
American Iron and Steel":
Sec. 436. (a)(1) None of the funds made available by a State water pollution control
revolving fund as authorized by title VI of the Federal Water Pollution Control Act (33 U.S.C.
1381 et seq.) or made available by a drinking water treatment revolving loan fund as
authorized by section 1452 of the Safe Drinking Water Act (42 U.S.C. 300j-12) shall be
used for a project for the construction, alteration, maintenance, or repair of a public water
system or treatment works unless all of the iron and steel products used in the project are
produced in the United States.
(2) In this section, the term "iron and steel products" means the following products made
primarily of iron and steel: lined or unlined pipes and fittings, manhole covers and other
municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural
steel, reinforced precast concrete, and construction materials.
(b) Subsection (a) shall not apply in any case or category of cases in which the
Administrator of the Environmental Protection Agency (in this section referred to as the
"Administrator") find that—
(1) Applying subsection (a) would be inconsistent with the public interest;
(2) Iron and steel products are not produced in the United States in sufficient and
reasonably available quantities and of a satisfactory quantity; or
(3) Inclusion of iron and steel products produced in the United States will increase the
cost of the overall project by more than 25 percent.
(c) If the Administrator receives a request for a waiver under this section, the Administrator
shall make available to the public on an informal basis a copy of the request and
information available to the Administrator concerning the request, and shall allow for
informal public input on the request for at least 15 days prior to making a finding based on
the request. The Administrator shall make the request and accompanying information
available by electronic means, including on the official public Internet Web site of the
Environmental Protection Agency.
The final guidance and any published waivers are found at: https://www.epa.govicwsrfistate-
revolving-fund-american-iron-and-steel-ais-requirement. In particular the contractor should pay
attention to the guidance for documentation of compliance. There is also a waiver for incidental
items; in order to qualify for this waiver the total materials and costs for the project must be
tracked and incidental items identified.
SRF-28 January 2021
Sample "American Iron and Steel"Contract Language
In order to fulfill the requirements, the assistance recipient must in good faith design the project
and solicit bids for construction with U.S.-made iron and steel. The following information will be
included in any contracts resulting from this request for bids:
The Contractor acknowledges to and for the benefit of the City of
("Purchaser") and the State of Iowa (the "State")that it understands the goods and services under
this Agreement are being funded with monies made available by the Clean Water State
Revolving Fund and/or Drinking Water State Revolving Fund and such law contains provisions
commonly known as "American Iron and Steel;"that requires all of the iron and steel products
used in the project to be produced in the United States ("American Iron and Steel Requirement")
including iron and steel products provided by the Contactor pursuant to this Agreement.
The Contractor hereby represents and warrants to and for the benefit of the Purchaser and the
State that(a) the Contractor has reviewed and understands the American Iron and Steel
Requirement, (b) all of the iron and steel products used in the project will be and/or have been
produced in the United States in a manner that complies with the American Iron and Steel
Requirement, unless a waiver of the requirement is approved, and (c)the Contractor will provide
any further verified information, certification or assurance of compliance with this paragraph, or
information necessary to support a waiver of the American Iron and Steel Requirement, as may
be requested by the Purchaser or the State.
Notwithstanding any other provision of this Agreement, any failure to comply with this
paragraph by the Contractor shall permit the Purchaser or State to recover as damages against the
Contractor any loss, expense, or cost(including without limitation attorney's fees) incurred by
the Purchaser or State resulting from any such failure (including without limitation any
impairment or loss of funding,whether in whole or in part, from the State or any damages owed
to the State by the Purchaser). While the Contractor has no direct contractual privity with the
State, as a lender to the Purchaser for the funding of its project, the Purchaser and the Contractor
agree that the State is a third-party beneficiary and neither this paragraph (nor any other
provision of this Agreement necessary to give this paragraph force or effect) shall be amended or
waived without the prior written consent of the State.
Sample Certifications
As indicated in the contract language, it will be the responsibility of the Contractor to obtain
certifications that the products and materials used in the project are U.S.-made. EPA
recommends the use of a step certification process for documenting compliance with AIS
requirements, similar to one used by the Federal Highway Administration. Step certification
creates a paper trail which documents the location of the manufacturing process involved with
the production of steel and iron materials. Each handler(supplier, fabricator, manufacturer,
processor, coater, etc.) of the iron and steel products certifies that their step in the process was
domestically performed.
The following information is provided as a sample letter of step certification for AIS compliance.
Documentation must be provided on company letterhead. In this example, there may be
multiple letters from different manufacturers if one manufacturer did not perform all of the steps.
SRF-29 January 2021
Date
Company Name
Company Address
City, State Zip
Subject: American Iron and Steel Step Certification for Project(XXXXXXXXXX)
I, (company representative), certify that the (melting, bending, coating, galvanizing, cutting, etc.)
process for(manufacturing or fabricating)the following products and/or materials shipped or
provided for the subject project is in full compliance with the American Iron and Steel
requirement as mandated in EPA's State Revolving Fund Programs.
Item, Products and/or Materials:
1. Xxxx
2. Xxxx
3. Xxxx
Such process took place at the following location:
If any of the above compliance statements change while providing material to this project we
will immediately notify the prime contractor and the engineer.
Signed by company representative
Alternatively, the final manufacturer that delivers the iron or steel product to the worksite,
vendor, or contractor, may provide a certification asserting that all manufacturing processes
occurred in the U.S. and providing detailed information on the steps involved.
The following is a template for this type of final certification.
SRF-30 January 2021
SRF Template American Iron and Steel Certification Letter
STATE
On Manufacturer's Letterhead
IRON& IRON&STEEL,LN-C.
STEEL 1959 Steel Drive
LNC. Ironville,OH 12345
MATERIAL CERTIFICAT I ON
April 30, 2015
RE: Job Name Waterprojectville, Iowa—2015 State Revolving Fund Water
Infrastructure Project
SRF Project Number- CS1920999 01 --- References the SRF Project
I certit-,..- that the processes for manufacturing or fabricating the following products
and or materials provided for the subject project took place at the following US.
locations.
Quantity Description Manufacturing Processes Location Where
Processes Occurred
$ count :0123456 1"Gate Valve _Velumr poured.machined Ironville. OH
60 count XY654323 Reinforced Concrete Melted rolled. fabricated Steel City,IA
Manhole
60 count XZ12.34.56 Manhole Cover Melted,cast finished Stainless.MS
1200 linear feet Al365-1321 Ductile Iron Water Melted.rolled. finished Pipet -n.CA
Pipe
I further certify that tllproducts and or materials are in full compliance with the
American Iron and teel requirements as mandated in the US Environmental Specifies the
Protection Agen- s State Revolving Fund proaams If any of the above Manufacturing
compliance st ements change while providing material to this project we will Processes and
ixmnediately notify the supplier, prime contractor, consulting engineer, or project the U.S.
owner
Locations
Specifies the On behalf of IRON& STEEL, INC Where They
Were
Products and
peute s‘Itea Performed
Quantities
Signature of Jane Smith
Manufacturer's Product Quality Manager
Representative
SRF-31 January 2021
Covered and Non-Covered Items
The EPA issued a waiver for De Minimis incidental components of eligible water and
wastewater infrastructure projects. Funds used for such De Minimis incidental components
cumulatively may comprise no more than a total of 5% of the total cost of the materials used in
and incorporated into a project. The cost of an individual incidental item may not exceed VA of
the total cost of the materials used in and incorporated into a project.
De Minimis incidental items include miscellaneous, generally low-cost components that are
essential for, but incidental to, the construction and are incorporated into the physical structure
of the project. For many of these incidental components, the country of manufacture and the
availability of alternatives are not readily or reasonably identifiable prior to procurement in the
normal course of business. For others, the country of manufacture may be known but the
miscellaneous character in conjunction with the low cost, individually and (in total) as typically
procured in bulk, mark them as properly incidental.
Examples of incidental components could include small washers, screws, fasteners (i.e., nuts
and bolts), miscellaneous wire, corner bead, ancillary tube, etc. Examples of items that are
clearly not incidental include significant process fittings (i.e., tees, elbows, flanges, and
brackets), distribution system fittings and valves, force main valves, pipes, treatment and
storage tanks, large structural supports, etc.
In consultation with their contractors, assistance recipients should determine the items to be
covered by this waiver and must retain relevant documentation (i.e. invoices) as to those items.
Assistance recipients must summarize in reports to the State of Iowa the types and/or
categories of items to which this waiver is applied, the total cost of incidental components for
each type or category, and the calculations by which they determined the total cost of materials
used in and incorporated into the project.
The successful bidder will fill out the materials spreadsheet (shown below) and submit it to the
assistance recipient to indicate iron and steel items proposed to be procured for the project.
American Iron and Steel Materials Spreadsheet—to be Submitted by Successful Bidder
Iowa Department of Natural Resources-January 2021
Based on EPA Memorandum(4/15/2014): De Minimis Waiver of Section 436 of P.L.113-76,Consolidated Appropriation Acts(CAA),2014
Project: _-----
Bidder: Date: AEI
*Covered Product Categories include: Lined or unlined pipes or fittings;manhole covers;municipal castings;pipe clamps and restraints;valves;structural steel;
hydrants,tanks;flanges;reinforced precast concrete;construction materials.
**Incidental items are miscellaneous,generally low-cost items,often procured in bulk,such as washers,screws,fasteners,small amounts of wire,etc.
Covered Products Description of Covered Documentation Item is Bid Amount Bid Amount
Category* Products Will be Obtained Incidental and Covered Incidentals
will be Products
claimed under
De Minimis
Waiver** T_
1 Choose an item.
2 Choose an item.
3 Choose an item.
4 Choose an item. — —
•
SRF-32 January 2021
At the end of construction, the contractor will submit a final list showing covered items being
claimed as incidental components under the De Minimis Waiver. Assistance recipients will
complete a De Minimis Waiver Incidental Components List for the entire project to demonstrate
compliance with the De Minimis Waiver cost requirements outlined above.
American Iron and Steel-De Minimus Waiver Incidental Components List
Iowa Department of Natural Resources—January 2021
Based on EPA Memorandum(4/15/2014): De Minimus Waiver of Section 436 of P.L.113-76,Consolidated Appropriation Acts(CAA),2014
This form is to be used by the State Revolving Fund(SRF)applicant to identify all non-domestic iron and steel incidental components permanently
incorporated into an SRF project that meet the requirements of the public interest De Minimis Waiver.This form can also be used by individual conti actors to
submit their final incidental components list to the SRF applicant.
SRF Applicant:
SRF Project#: Submitted By:
Date: Individual Contractor De Minimis List El Final De Minimis List for SRF Pr ject teal
Total Materials Cost: Total amount claimed as De Percent:
Minimis Incidental (must be S%or less of total materials cost)
Components:
Contractor Name Covered Products Description of Covered Date Individual Quantity Dollar Amount
Products Purchased Item/Unit Claimed as Incidental
(list each item type separately) Cost Incidental Components
1 ',Choose an itE_=..
2 Choose an iten<.
These documents are available on-line at http://www.iowasrf.com/about srf/use-of-american-
iron-and-steel/.
SRF-33 January 2021
Attachment 10
SRF Required Front-End Specifications
(This form must be completed and signed by Prime Contractor and submitted with the bid)
PROHIBITION ON CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE
SERVICES OR EQUIPMENT
This term and condition implements 2 CFR 200.216 and is effective for obligations and expenditures of
EPA financial assistance funding on or after 8/13/2020. EPA recipients and subrecipients, including
borrowers under EPA funded revolving loan fund programs, are prohibited from obligating or expending
loan or grant funds to:
(a) Procure or obtain, extend or renew a contract to procure or obtain;
(b) Enter into a contract (or extend or renew a contract) to procure; or
(c) Obtain the equipment, services, or systems that use"covered telecommunications equipment
or services" identified in the regulation as a substantial or essential component of any system, or as
critical technology as part of any system.
Certain equipment, systems, or services, including equipment, systems, or services produced or provided
by entities subject to the prohibition are recorded in the System for Award Management exclusion list,
website: https://www.sam.gov/SAM/.
(1)As described in Public Law 115-232, section 889, covered telecommunications
equipment or services includes:
(i) Telecommunications equipment produced by Huawei Technologies Company
or ZTE Corporation (or any subsidiary or affiliate of such entities).
(ii) For the purpose of public safety, security of government facilities, physical
security surveillance of critical infrastructure, and other national security purposes, video
surveillance and telecommunications equipment produced by Hytera Communications
Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology
Company (or any subsidiary or affiliate of such entities).
(iii) Telecommunications or video surveillance services provided by such entities
or using such equipment.
(iv) Telecommunications or video surveillance equipment or services produced or
provided by an entity that the Secretary of Defense, in consultation with the Director of
the National Intelligence or the Director of the Federal Bureau of Investigation,
reasonably believes to be an entity owned or controlled by, or otherwise connected to,
the government of a covered foreign country.
(2) Consistent with 2 CFR 200.471, costs incurred for telecommunications and video
surveillance services or equipment such as phones, internet, video surveillance, and cloud servers are
allowable except for the following circumstances:
(i) Obligating or expending EPA funds for covered telecommunications and video
surveillance services or equipment or services to procure (enter into, renew or extend
contracts) or obtain the equipment, services, or systems as described in 2 CFR 200.216.
I understand the above prohibitions and certify that the project will be in compliance with all the
requirements.
Typed Name & Title of Authorized Representative
Signature of Authorized Representative Date
SRF-34 January 2021
FORM OF BID OR PROPOSAL
US HIGHWAY 63 SANITARY SEWER UPGRADES—PHASE I
CITY OF WATERLOO, IOWA
CONTRACT NO. 1037
Honorable Mayor and City Council
Waterloo, Iowa
Gentlemen:
1. The undersigned, being a Corporation existing under the laws of the State of
a Partnership consisting of the following partners:
having familiarized (himself) (themselves) (itself) with the existing conditions on the project area
affecting the cost of the work, and with all the contract documents listed in the Table of Contents and
Addenda(if any), as prepared by AECOM now on file in the office of the City Clerk, City Hall, Waterloo,
Iowa, 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 US HIGHWAY 63 SANITARY SEWER UPGRADES — PHASE I,
CONTRACT NO. 1037, all in accordance with the above-listed documents and for the unit prices for
work in place for the following items and quantities:
US HIGHWAY 63 SANITARY SEWER UPGRADES—PHASE I
CITY OF WATERLOO, IOWA
CONTRACT NO. 1037
S
o Description Unit Est.Qty.
1 11,020-A MOBILIZATION SUMP 1.0 $ $
2 8030-A TRAFFIC CONTROL SUM
1.0 $ $
3 2010-C CLEARING AND GRUBBING SUMP 1.0 $
4 3010-B FOUNDATION ROCK TON 1,660.0 $ 5
5 3010-F TRENCH COMPACTION TESTING SUMP 1.0 $ S
6 4010-L ASANITARYBANDON, FILLSEWER AND PLUG 21-INCH LF 2,432.0 $ $
7 4010 H REMOVE AND PLUG 21-INCH LF 2,389.0 $ $
SANITARY SEWER
8 4010-K ABANDON SANITARY SEWER EA 7.0 $ $
MANHOLE
9 6010-H REMOVE SANITARY SEWER MANHOLE EA 8.0 $ $
10 4060 CLEANING, INSPECTION AND TESTING LUMP 1.0 $ $
OF SANITARY SEWER GRAVITY MAINS SUM
11 4010-A-2 18-INCH SANITARY SEWER GRAVITY LF 1,123.5 $ S
MAIN-DIRECTIONAL DRILLING
12 4010-A-1 24-INCH SANITARY SEWER GRAVITY LF 371.5 $ S
MAIN-OPEN CUT
13 4010-A-1 48-INCH SANITARY SEWER GRAVITY LF 6,148.0 $
MAIN-OPEN CUT
14 4010-A-2 48-INCH SANITARY SEWER GRAVITY LF 407.6 $
MAIN-TRENCHLESS
15 6010-A 48-INCH CIRCULAR SANITARY SEWER EA 3.0 $
MANHOLE, SW-301
Form of Bid FB-1 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
t
16 6010-A 72-INCH CIRCULAR SANITARY SEWER EA 1.0 $ $
MANHOLE, SW-301
17 6010-A 84-INCH CIRCULAR SANITARY SEWER EA 1.0 $ $
MANHOLE,SW-301
18 6010-A 96-INCH CIRCULAR SANITARY SEWER EA 5.0 $ $
MANHOLE, SW-301
19 6010-A 120-INCH CIRCULAR SANITARY EA 4.0 $ $
SEWER MANHOLE, SW-301
20 6010-A 48-INCH TEE-SECTION SANITARY EA 11.0 $ $
SEWER MANHOLE, SW-305
21 6010-G CONNECTION TO EXISTING SANITARY MANHOLE EA 1.0 $ $
22 7010-A 6-INCH PCC PAVEMENT SY 25.4 $ $
23 7010-A 8-INCH PCC PAVEMENT SY 281.6 $ $
24 7020-B 8-INCH HMA PAVEMENT SY 923.1 $ $
25 7010-E 6-INCH PCC CURB AND GUTTER LF 95.0 $ $
26 7030-H-2 GRAVEL SURFACING SY 260.0 $ $
27 7030-B CURB AND GUTTER REMOVAL LF 95.0 $ $
28 7040-H PAVEMENT REMOVAL SY 1,490.1 $ $
SEEDING, FERTILIZING AND
29 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 1.10 $ $
-TYPE 1 SEED MIX
SEEDING, FERTILIZING AND
30 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 7.11 $ $
-TYPE 2 SEED MIX
SEEDING, FERTILIZING AND
31 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 1.10 $ $
-TYPE 4 SEED MIX
SEEDING, FERTILIZING AND
32 9010-B MULCHING FOR HYDRAULIC SEEDING ACRE 7.11 $ $
-TYPE 5 SEED MIX
33 9040-F-1 12-INCH WATTLES LF 8,396.8 $ $
34 9040-G-2-a DITCH CHECKS EA 30.0 $ $
35 9040-E TEMPORARY ROLLED EROSION SY 27,477.3 $ $
CONTROL PRODUCTS(RECP)
36 9040-A-2 SWPPP REQUIREMENTS S M 1.0 $ $
SANITARY AND STORM SEWER DISCONNECT-DRAWINGS 10-SS-01 THROUGH 10-SS-06
37 6010-A STORM SEWER MANHOLE,SW-401, EA 1.0 $ $
48-INCH, EJ 1040 A COVER
38 6010-A STORM SEWER MANHOLE, SW-401, EA 1.0 $ $
60-INCH, EJ 1040 A COVER
39 6010-B INTAKE, SW-501 &SW-603 TYPE R EA 3.0 $ $
GRATE
40 6010-B INTAKE, SW-501 &SW-604 TYPE 6 EA 7.0 $ $
GRATE
41 6010-G CONNECTION TO EXISTING STORM EA 1.0 $ $
SEWER STRUCTURE
4030-B APRON WITH FOOTING AND GUARD,
42 4030-C 12-INCH EA 1.0 $ $
4030-C
4030-B APRON WITH FOOTING AND GUARD,
43 4030-C 18-INCH EA 1.0 $ $
4030-D
Form of Bid FB-2 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
aVVVitW.= V **
44 4020-A 1 STORM SEWER, DUCTILE IRON PIPE, LF 24.6 $
10-INCH DIA.-OPEN CUT
STORM SEWER, REINFORCED
45 4020-A-1 CONCRETE PIPE, 12-INCH DIA. -OPEN LF 219.4 $ $
CUT
STORM SEWER, REINFORCED
46 4020-A-1 CONCRETE PIPE, 15-INCH DIA. -OPEN LF 690.6 $ $
CUT
STORM SEWER, REINFORCED
47 4020-A-1 CONCRETE PIPE, 18-INCH DIA. -OPEN LF 253.8 $ $
CUT
48 7010-E 6-INCH PCC CURB AND GUTTER LF 70.0 $ $
49 7030-H-2 GRAVEL SURFACING SY 14.5 $ $
50 7040-H PAVEMENT REMOVAL SY 1,221.0 $ $
51 6010-H REMOVE INTAKE EA 5.0 $ $
52 4020-G REMOVAL OF STORM SEWER LF 107.0 $ $
53 7040-A 3-INCH HMA PATCH SY 356.0 $ $
54 2010-I 6-INCH MODIFIED SUBBASE SY 356.0 $ $
55 9040-J EROSION STONE WITH ENGINEERING FABRIC TONS 13.0 $ $
56 9010 B HYDRAULIC SEEDING, FERTILIZING ACRE 0.4 $ $
AND MULCHING
TOTAL AMOUNT BID $
2. It is understood that the quantities set forth are approximate only and subject to variation and that the
unit bid price for the work done shall govern in the actual payment to Contractor.
3. In submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa,
to reject any or all bids. If written notice of the acceptance of this bid is mailed,telegraphed,or delivered
to the undersigned within thirty(30)days after the opening thereof, or at any time thereafter before this
bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form
and furnish the required bond and certificate of the insurance within ten (10)days after the agreement
is presented to him for signature,and start work within ten(10)days after"Notice to Proceed"is issued.
4. Security in the sum of Dollars
($ ) in the form of , is submitted herewith in accordance with
the INSTRUCTIONS TO BIDDERS.
5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor.
6. Attached hereto is a Bidder Status Form indicating Resident Bidder Certification( ), or Non-
Resident Bidder Certification ( ). (Mark one.)
7. The bidder is prepared to submit a financial and experience statement upon request.
8. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $10,000.00 in
work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC,
within ten (10)days of notification that the bid submitted is lowest and acceptable.
9. The bidder has received the following Addendum or Addenda:
Addendum No. Date
Form of Bid FB-3 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
10. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items on the City
of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this
Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s)to
be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids
on this Project are due along with the Non-Collusion Affidavits of All Subcontractor(s).
The Contractor shall submit information on subcontractors on"SUBCONTRACTOR REQUEST AND
APPROVAL" Form to be provided by City prior to approval of contract.
The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot
be changed except for the following reasons:
1) The City of Waterloo does not approve the subcontractors.
2) The subcontractors submit in writing that they cannot fulfill their subcontracts.
11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked"none"or
"NA".
12. The bidder has attached all applicable forms.
13. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities prior
to the award of a contract due to budgetary limitations.
(Name of Bidder) (Date)
BY: Title
Official Address: (Including Zip Code):
I.R.S. No.
Form of Bid FB-4 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo,Iowa
INFORMATION NEEDED
FOR
IOWA CONSTRUCTION SALES TAX EXEMPTION CERTIFICATE
CONTRACTOR NAME:
ADDRESS:
(Check One) PRIME SUBCONTRACTOR
FEDERAL ID#:
PROJECT NAME:
PROJECT CONTRACT NO.:
DESCRIPTION OF WORK:
❑ Brickwork Landscaping
❑ Carpentry ❑ Painting
❑ Concrete ❑ Paving
❑ Drywall-Plaster-Insulation ❑ Plumbing
❑ Electrical ❑ Roofing-Siding-Sheet Metal
❑ Excavation/Grading ❑ Windows
❑ Flooring C Wrecking-Demolition
❑ Heavy Construction ❑ Other (Please specify)
❑ Heating-Ventilating-Air Cond. E
Sales Tax Exemption STE-1 of 1 US Hwy 63 Sanitary Sewer Upg ades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we,
as Principal, and
as Surety are held and firmly bound unto the CITY OF WATERLOO , Iowa, hereinafter called
"OWNER." In the penal sum
Dollars ($ ) lawful money of the United States, for the payment of which
sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors,jointly
and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal
has submitted the accompanying bid dated the day of
, 20 , for NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified
and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons
performing labor or furnishing materials in connection therewith, and shall in all other respects pe-form the
agreement created by the acceptance of said Bid,
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.
By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation
of damages sustained in the event that the Principal fails to execute the contract and provide the bond as
provided in the specifications or by law.
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 Bid or execute such contract; and said Surety does hereby waive notice of any such extension.
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. 20 .
_(Seal)
Principal
By
(Title)
(Seal)
Witness Surety
By
Witness Attorney-in-fact
Bid Bond BB-1 of 1 US Hwy 63 Sanitary Sewer Upg ades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
THIS PAGE LEFT BLANK INTENTIONALLY
NON-COLLUSION AFFIDAVIT OF PRIME BIDDER
State of
)ss
County of
, being first duly sworn, deposes and says that:
1. He is (Owner, Partner, Officer, Representative, or Agent) , of
, the Bidder that has submitted the attached Bid;
2. He is fully informed respecting the preparation and contents of the attached Bid and of all
pertinent circumstances respecting such Bid;
3. Such Bid is genuine and is not a collusive or sham Bid;
4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives,
employees, or parties in interest, including this affiant, has in any way colluded, conspired,
connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a
collusive or sham Bid in connection with the Contract for which the attached Bid has been
submitted or to refrain from bidding in connection with such Contract, or has in any manner,
directly or indirectly, sought by agreement or collusion or communication or conference with any
other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or,
to fix any overhead, profit or cost element of the bid price or the bid price of any other Bidder, or
to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage
against the City of Waterloo, Iowa, or any person interested in the Proposed Contract; and
5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any
collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its
agents, representatives, owners, employees, or parties in interest, including this affiant.
(Signed)
Title
Subscribed and sworn to before me this day of , 20—
Title
My commission expires
Non-Collusion Affidavit NCA-1 of 2 US Hwy 63 Sanitary Sewer Uperades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR
State of
) ss:
County of
, being first duly sworn, deposes and says that:
1. He is (Owner, Partner, Officer, Representative, or Agent) , of
hereinafter referred to
as the"Subcontractor;"
2. He is fully informed respecting the preparation and contents of the subcontractor's proposal
submitted by the subcontractor to
contract pertaining to the
project in
(City or County and State)
3. Such subcontractor's proposal is genuine and is not a collusive or sham proposal;
4. Neither the subcontractor nor any of its officers, partners, owners, agents, representatives,
employees, or parties in interest, including this affiant, has in any way colluded, conspired,
connived, or agreed, directly or indirectly, with any other bidder, firm or person to submit a
collusive or sham proposal in connection with such contract or to refrain from submitting a
proposal in connection with such contract, or has in any manner, directly or indirectly, sought by
unlawful agreement or connivance with any other bidder, firm or person to fix the price or prices in
said subcontractor's proposal, or to fix any overhead, profit or cost element of the price of prices
in said subcontractor's proposal, or to secure through collusion, conspiracy, connivance or
unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in
the proposed contract; and
5. The price or prices quoted in the subcontractor's proposal are fair and proper and are not tainted
by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any
of its agents, representatives, owners, employees, or parties in interest, including this affiant.
(Signed)
Title
Subscribed and sworn to before me this day of , 20_.
Title
My commission expires
Non-Collusion Affidavit NCA-2 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo,Iowa
EQUAL OPPORTUNITY CLAUSE
(As provided in Executive Order No. 11246)
All contractors, subcontractors, vendors and suppliers of goods and services doing business with the City
and value of said business equals or exceeds ten thousand dollars ($10,000.00) annually agree as
follows:
1. The contractors, subcontractor, vendor and supplier of goods and services will not discriminate
against any employee or applicant for employment because of race, color, creed, sex national
origin, economic status, age, mental or physical handicap, political opinions or affiliations. The
contractor, subcontractor, vendor and supplier will develop an Affirmative Action program to
ensure that applicants are employed and that employees are treated during employment without
regard to their race, creed, color, sex, national origin, religion, economic status, age, mental or
physical disability, political opinions or affiliations. Such actions shall include but not be limited to
the following:
a. Employment
b. Upgrading
c. Demotion or Transfer
d. Recruitment and Advertising
e. Layoff or Termination
f. Rates of Pay or Other Forms of Compensation
g. Selection for Training Including Apprenticeship
2. The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations
or advertisements for employees, state that all qualified applicants will receive consideration for
employment without regard to race, creed, color, sex, national origin, religion, economic status,
age, mental or physical disabilities, political opinion or affiliations.
3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative
will send to each labor union or representative of workers which he/she has a collective
bargaining agreement or other contract or understanding, a notice advising said labor union or
workers' representative of the contractor's commitment under this section.
4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all
published rules, regulations, directives, and order of the City of Waterloo Affirmative Action
Program Contract Compliance Provisions.
5. The contractor, subcontractor, vendor and supplier of goods and services will furnish and file
compliance reports within such time and upon such forms as provided by the Affirmative Action
Officer. Said forms will elicit information as to the policies, procedures, patterns, and practices of
each subcontractor as well as the contractor himself/herself and said contractor, subcontractor,
vendor and supplier will permit access to his/her employment books, records and accounts to the
City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this
contract and with rules and regulations of the City's Affirmative Action Program—Contract
Compliance Provisions relative to Resolution No. 24664.
6. In the event of the contractor's non-compliance with the non-discrimination clauses of this
contract or with any of such rules, regulations and orders, this contract may be canceled,
terminated or suspended in whole or in part and the contractor may be declared ineligible for
further contracts in accordance with procedures authorized by the City Council.
7. The contractor, subcontractor, vendor and supplier of goods and services will include, or
incorporate by reference, the provisions of the non-discrimination clause in every contract,
Equal Opportunity Clause EOC-1 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
subcontract or purchase order unless exempted by the rules, regulations or orders of the City's
Affirmative Action Program, and will provide in every subcontract, or purchase order that said
provisions will be binding upon each contractor, subcontractor, or supplier.
8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination
in employment. Any person who applies for employment with our company will not be
discriminated against because of race, creed, color, sex, national origin, economic status, age,
mental or physical disabilities.
(Signed)
(Appropriate Official)
(Title)
(Date)
Equal Opportunity Clause EOC-2 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
TITLE VI CIVIL RIGHTS
During the performance of this contract, the contractor (for itself), its assignees, and successors in
interest (hereinafter referred to as the"contractor") agrees as follows:
1. Compliance with Regulations: The contractor shall comply with the Regulations relative to non-
discrimination in Federally assisted programs of the DOT Title 49, Code of Federal Regulations,
Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations),
which are herein incorporated by reference and made a part of this contract.
2. Nondiscrimination: The contractor, with regard to the work performed by it during the contract,
shall not discriminate on the grounds of race, color, national origin, sex, age, or disability in the
selection and retention of subcontractors, including procurement of materials and leases of
equipment. The contractor shall not participate either directly or indirectly in the discrimination
prohibited by section 21.5 of the Regulations, including employment practices when the contract
covers a program set forth in Appendix B of the Regulations.
3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment: In all
solicitations either by competitive bidding or negotiation made by the contractor for wcrk to be
performed under a subcontract, including procurement of materials or leases of equipment, each
potential subcontractor or supplier shall be notified by the contractor of the cortractor's
obligations under this contract and the Regulations relative to non-discrimination on the grounds
of race, color, national origin, sex, age, or disability.
4. Information and Reports: The contractor shall provide all information and reports required by the
Regulations or directives issued pursuant there to, and shall allow access to its books, records,
accounts, other sources of information, and its facilities as may be determined by the Contracting
Authority, the Iowa DOT, or FHWA to be pertinent to ascertain compliance with such Regulations,
orders and instructions. Where any information required of a contractor is in the exclusive
possession of another who fails or refuses to furnish this information the contractor shall so certify
to the Contracting Authority, the Iowa DOT, or the FHWA as appropriate, and shall set forth what
efforts it has made to obtain the information.
5. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the
nondiscrimination provisions of this contract, the Contracting Authority, the Iowa DOT. or the
FHWA shall impose such contract sanctions as they may determine to be appropriate, including,
but not limited to:
a. Withholding of payments to the contractor under the contract until the contractor
complies, and/or
b. Cancellation, termination, or suspension of the contract, in whole or in part.
6. Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through
(6) in every subcontract, including procurement of materials and leases of equipment unless
exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such
action with respect to any subcontract or procurement as the Contracting Authority, the Iowa
DOT, or the FHWA may direct as a means of enforcing such provisions including sanctions for
non-compliance: Provided, however, that, in the event of a contractor becomes involved in, or it
threatened with, litigation with a subcontractor or supplier as a result of such direction, the
contractor may request the Contracting Authority or the Iowa DOT to enter into such litigation to
protect the interests of the Contracting Authority or the Iowa DOT; and, in addition, the contractor
may request the United States to enter into such litigation to protect the interest of the United
States.
Title Vi Civil Rights TVI-1 of 1 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
icier Status Form
be completed by all bidders Part A
.ase answer"Yes" or"No"for each of the following:
Yes ❑ No My company is authorized to transact business in Iowa.
(To help you determine if your company is authorized, please review the worksheet on tl,e next page).
Yes ❑ No My company has an office to transact business in Iowa.
Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail.
Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for
bids on this project.
Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another
business entity that would qualify as a resident bidder in Iowa.
If you answered "Yes"for each question above, your company qualifies as a resident bidder. Please
complete Parts B and D of this form.
If you answered "No"to one or more questions above, your company is a nonresident bidder. Please
complete Parts C and D of this form.
) be completed by resident bidders Part B
company has maintained offices in Iowa during the past 3 years at the following addresses:
ates: / / to / / Address:
City, State, Zip:
3tes: / / to / / Address:
City, State, Zip:
3tes: / / to / / Address:
lu may attach additional sheet(s) if needed. City, State, Zip:
be completed by non-resident bidders Part C
Name of home state or foreign country reported to the Iowa Secretary of State:
Does your company's home state or foreign country offer preferences to resident bidders, resident labor
irce preferences or any other type of preference to bidders or laborers? ❑ Yes ❑ No
If you answered "Yes"to question 2, identify each preference offered by your company's home state or foreign country
id the appropriate legal citation.
You may attach additional sheet(s) if needed.
be completed by all bidders Part D
certify that the statements made on this document are true and complete to the best of my knowledge and know that my
iilure to provide accurate and truthful information may be a reason to reject my bid.
irm Name:
ignature: Date:
You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code
Chapter 156. This form has been approved by the Iowa Labor Commissioner.
309-6001 (09-15)
BSF-1
Worksheet: Authorization to Transact Business
This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following
describes your business, you are authorized to transact business in Iowa.
❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor.
❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes.
❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general
partners or joint venture parties are residents of Iowa for Iowa income tax purposes.
❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees
required by the Secretary of State, has filed its most recent biennial report, and has not filed
articles of dissolution.
❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa,
the corporation has received a certificate of authority from the Iowa secretary of state, has filed
its most recent biennial report with the secretary of state, and has neither received a certificate of
withdrawal from the secretary of state nor had its authority revoked.
❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this
state and the statement has not been canceled.
❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a
state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of
cancellation has not been filed.
❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a
certificate of limited partnership in this state, and has not filed a statement of termination.
❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of
limited partnership is filed in a state other than Iowa, the limited partnership or limited liability
limited partnership has received notification from the Iowa secretary of state that the application
for certificate of authority has been approved and no notice of cancellation has been filed by the
limited partnership or the limited liability limited partnership.
❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has
not filed a statement of termination.
❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other
than Iowa, has received a certificate of authority to transact business in Iowa and the certificate
has not been revoked or canceled.
309-6001 (09-15)
BSF-2
CERTIFIED WBE CONTRACTORS
ATLAS PAINTING, INC.*
911 Sycamore Street
P.O. BOX 65
Waterloo, IA 50704
Phone: (319)232-9164
Specializing in:
COMMERCIAL AND INDUSTRIAL PAINTING
WATCO CONSTRUCTION, INC.*
2920 Texas Street
Waterloo, IA 50702
Phone: (319)233-7481
Certified: City of Waterloo WBE
Contact: Patricia J. Kimball
Specializing in:
STORM SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE
STRUCTURES
PETERMAN & HAES CARPET ONE*
4003 University
Waterloo, IA 50701
Phone: (319)233-6131
Fax: (319) 233-6133
Certified: City of Waterloo WBE
Email: JR 1 14861 efix.net
Contact: Carol Reese
Specializing in:
FLOOR COVERING
*DENOTES WOMEN BUSINESS ENTERPRISE
\L E Certified _;o atr ac'or s . t
PagL 4 oN
GREER'S WORKS
2003 Plainview Street
Waterloo, IA 50703
Phone: (319)233-4701
Contact: Willie Greer
Specializing in:
DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION
OLD GREER'S WORKS
2309 Springview Street
Waterloo, IA 50707
Phone: (319)233-2150
Contact: David L. Greer, Sr.
Specializing in:
ROOFING& GENERAL CONSTRUCTION
QUICK CONSTRUCTION
217 Bates Street
Waterloo, IA 50703
Phone: (319)215-4166
Contact: Leroy Harrington
Specializing in:
ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION
D & D CONSTRUCTION
1124 West Donald Street
Waterloo, IA 50703
Phone: (319)961-4208
Contact: Darrell E. Caldwell, Sr.
Specializing in:
ROOFING AND GENERAL CONSTRUCTION
E. CASTRO ROOFING
702 Riehl Street
Waterloo, IA 50701
Phone: (319) 215-5683
Contact: Emillio Castro
Specializing in:
ROOFING, SIDING, GENERAL CONSTRUCTION
MBEIWBE Certified Contractors list
Page 3 of
CERTIFIED MBE CONTRACTORS
CARTER ELECTRIC
725 Adams Street
Waterloo, IA 50703
Phone: (319)232-9808
Pager: (319)235-4021
Contact: Derrick Carter
Specializing in:
ELECTRICAL CONTRACTOR
CULPEPPER ELECTRIC
1731 Cottage Grove Avenue
Waterloo, IA 50707
Phone: (319)235-0885
Fax: (319)236-8177
Contact: Martin Culpepper
Certified: City of Waterloo Certified MBE, Licensed Electrician
Specializing in:
ELECTRICAL CONTRACTOR
DANIELS HOME IMPROVEMENT
339 Albany Street
Waterloo, IA 50703
Phone: (319)961-1659
Contact: Sammy Daniels
Specializing in:
ALL TYPES OF CONCRETE FLA TWORK, POURED WALLS ALL TYPES, FOOTINGS, LIGHT
DEMOLITION
D.C. CORPORATION
426 Beech Street
Waterloo, IA 50703
Phone: (319)493-2542
FAX: (319)236-0515
Contact: Terry Phillips
Certified: City of Waterloo Certified MBE, Iowa DOT, TSB Certified
Specializing in:
COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS,
TRUCKING (ALL TYPES), GENERAL CONSTRUCTION
B lr/` = E Certified Contractors List
CERTIFIED
MBE / WBE CONTRACTORS
CITY OF WATERLOO, IOWA
-1€!!:";;Mtr..
III if"
M»,Wx, 4iae:\vv' :eACr
CONTRACT COMPLIANCE OFFICE
Community Development Board
Carnegie Annex, Suite 202
620 Mulberry Street
Waterloo,Iowa 50703
City WEB Site: www.ci.waterloo.ia.us
Contract Compliance
WEB Site
for listing updates: http://www.cityofwaterlooiowa.com/contractcompliance
Contact: Rudy Jones,Community Development Director
Email: rudy.jones(a waterloo-ia.org
Phone: (319) 291-4429
Fax: (319) 291-4431
MBE/WBE Certified Contractors List
Page I of 4
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LETTER OF INTENT TO BID
(MBE/WBE LETTER)
According to the Current MBE/WBE Contract Compliance Program - 2002, all MBE/WBE Contractors
interested in submitting subcontractor quotes on construction projects with goals, MUST submit a
LETTER OF INTENT TO BID to the City of Waterloo Contract Compliance Officer at least seven (7) days
prior to bid opening.
The LETTER OF INTENT TO BID must list the specific items which the MBE/WBE Contractor is
interested in bidding.
Letter should include the following:
Name of Project:
Your Company Name:
Address:
Phone: Date:
List of Specific items to be bid:
Item No. Description:
Item No. Description:
Item No. Description:
Item No. Description:
Item No. Description:
(Subcontractor's Company Name and authorized signature)
Return this LETTER OF INTENT TO BID to:
Contract Compliance Officer
Community Development Board
620 Mulberry St.
Carnegie Annex, Suite 202
Waterloo, IA 50703
Phone: (319) 291-4429
Form CCO-5 (06-20-2002)
MBE/WBE PARTICIPATION M-5 of 7 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60551387 Contract No. 1037 Waterloo, Iowa
LETTER TO BE USED WHEN SOLICITING FOR
SUBCONTRACTOR QUOTES
Subcontractor Company Name
Address
RE: Contract No.:
Dear •
(Prime Contractor's Company Name) is presently soliciting for the following work in connection with the
above referenced project.
(Insert bid Item Nos. and Description of Work)
(Prime Contractor's Company Name) is an Equal Opportunity Employer, and all qualified bidders will not
be discriminated against due to race, religion, color, sex, or origin.
If interested in bidding your proposal must be turned in to this office by
Date
and
(Time)
Sincerely,
(Prime Contractor's Representative)
Form COO- 3 (11/28/2001)
MBE/WBE PARTICIPATION M-4 of 7 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60551387 Contract No. 1037 Waterloo, Iowa
SUBCONTRACTOR'S BID REQUEST FORM
PRIME BIDDER'S LETTERHEAD
Contract No.:
Letting Date:
I, (subcontractor's name), hereby attest that I have been solicited for a bid on (project name) in the area
of(description of work and bid item no.).
(Prime contractor) has informed me that if I am interested in bidding, a subcontracting bid proposal must
be submitted to the company office by (date) and (time).
Subcontractor's Company Name
Date Subcontractor's Signature
Date Prime Bidder's Signature
MBE/WBE PARTICIPATION M-3 of 7 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60551387 Contract No. 1037 Waterloo, Iowa
BID TOTAL
ITEM DESCRIPTION UNIT QTY
43 APRON WITH FOOTING AND GUARD, 18-INCH EA 1.0
44 STORM SEWER, DUCTILE IRON PIPE, 10-INCH DIA.-OPEN CUT LF 24.6
45 STORM SEWER, REINFORCED CONCRETE PIPE, 12-INCH DIA. -OPEN CUT LF 219.4
46 STORM SEWER, REINFORCED CONCRETE PIPE, 15-INCH DIA.-OPEN CUT LF 690.6
47 STORM SEWER, REINFORCED CONCRETE PIPE. 18-INCH DIA. -OPEN CUT LF 253.8
48 6-INCH PCC CURB AND GUTTER LF 70.0
49 GRAVEL SURFACING SY 14.5
50 PAVEMENT REMOVAL SY 1,221.0
51 REMOVE INTAKE EA 5.0
52 REMOVAL OF STORM SEWER LF 107.0
53 3-INCH HMA PATCH SY 356.0
54 6-INCH MODIFIED SUBBASE SY 356.0
55 EROSION STONE WITH ENGINEERING FABRIC TONS 13.0
56 HYDRAULIC SEEDING, FERTILIZING AND MULCHING ACRE 0.4
MBE/WBE GOALS FOR THIS PROJECT
IMPORTANT: Prime Contract Bidders should be aware that ten percent(10(3/0) MBE goal and a two pe rcent(2%)WBE goal
is attached to this project. "Certified Return Receipt" letters are no longer needed with the bid showing proof of contacting
MBE or WBE Subcontractors,but the Pre-Bid Contact Information Form must be filled out completely.
City of Waterloo Contract Compliance Officer:
Contract Compliance Officer
Community Development Board
Carnegie Annex, Suite 202
620 Mulberry Street
Waterloo, IA 50703
Phone: (319)291-4429
MBE/WBE PARTICIPATION M-2 of 7 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60551387 Contract No. 1037 Waterloo, Iowa
ITEMS OF POTENTIAL MBE/WBE PARTICIPATION
NOTICE TO PROSPECTIVE BIDDERS:
The following are items from the US HIGHWAY 63 SANITARY SEWER UPGRADES, - PHASE I, CONTRACT NO.1037,
project that have a potential for MBE/WBE Participation. This listing, however, is not intended to be all encompassing; to
preclude MBE/WBE Contractors from bidding on any items of the Proposal as a Subcontractor or the entire Proposal as a
Prime Contractor.
BID TOTAL
ITEM DESCRIPTION UNIT QTY
1 MOBILIZATION LUMP SUM 1.0
2 TRAFFIC CONTROL LUMP SUM 1.0
3 CLEARING AND GRUBBING LUMP SUM 1.0
4 FOUNDATION ROCK TON 1,660.0
5 TRENCH COMPACTION TESTING LUMP SUM 1.0
6 ABANDON, FILL AND PLUG 21-INCH SANITARY SEWER LF 2,432.0
7 REMOVE AND PLUG 21-INCH SANITARY SEWER LF 2,389.0
8 ABANDON SANITARY SEWER MANHOLE EA 7.0
9 REMOVE SANITARY SEWER MANHOLE EA 8.0
10 CLEANING, INSPECTION AND TESTING OF SANITARY SEWER GRAVITY MAINS LUMP SUM 1.0
11 18-INCH SANITARY SEWER GRAVITY MAIN-DIRECTIONAL DRILLING LF 1,123.5
12 24-INCH SANITARY SEWER GRAVITY MAIN-OPEN CUT LF 371.5
13 48-INCH SANITARY SEWER GRAVITY MAIN-OPEN CUT LF 6,148.0
14 48-INCH SANITARY SEWER GRAVITY MAIN-TRENCHLESS LF 407.6
15 48-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 3.0
16 72-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 1.0
17 84-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 1.0
18 96-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 5.0
19 120-INCH CIRCULAR SANITARY SEWER MANHOLE,SW-301 EA 4.0
20 48-INCH TEE-SECTION SANITARY SEWER MANHOLE, SW-305 EA 11.0
21 CONNECTION TO EXISTING SANITARY MANHOLE EA 1.0
22 6-INCH PCC PAVEMENT SY 25.4
23 8-INCH PCC PAVEMENT SY 281.6
24 8-INCH HMA PAVEMENT SY 923.1
25 6-INCH PCC CURB AND GUTTER LF 95.0
26 GRAVEL SURFACING SY 260.0
27 CURB AND GUTTER REMOVAL LF 95.0
28 PAVEMENT REMOVAL SY 1,490.1
29 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 1 ACRE 1.10
SEED MIX
30 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 2 ACRE 7.11
SEED MIX
31 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 4 ACRE 1.10
SEED MIX
32 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 5 ACRE 7.11
SEED MIX
33 12-INCH WATTLES LF 8,396.8
34 DITCH CHECKS EA 30.0
35 TEMPORARY ROLLED EROSION CONTROL PRODUCTS(RECP) SY 27,477.3
36 SWPPP REQUIREMENTS LUMP SUM 1.0
37 STORM SEWER MANHOLE, SW-401,48-INCH, EJ 1040 A COVER EA 1.0
38 STORM SEWER MANHOLE, SW-401,60-INCH, EJ 1040 A COVER EA 1.0
39 INTAKE, SW-501 &SW-603 TYPE R GRATE EA 3.0
40 INTAKE, SW-501 &SW-604 TYPE 6 GRATE EA 7.0
41 CONNECTION TO EXISTING STORM SEWER STRUCTURE EA 1.0
42 APRON WITH FOOTING AND GUARD, 12-INCH EA 1.0
MBE/WBE PARTICIPATION M-1 of 7 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60551387 Contract No. 1037 Waterloo, Iowa
craftsmen and woodchoppers, laborers performing lifting, digging, mixing, Icading and pulling
operations and kindred workers.
9. Apprentices: Persons employed in a program including work training and related instruction to
learn a trade or craft which is traditionally an apprenticeship, regardless of whether the program is
registered with a Federal or State agency.
10. Trainees (on-the-job): Production. . . persons in formal training for craftsmen when not trained
under apprentice programs--operative laborer, and service occupations.
White Collar. . . persons engaged in formal training for clerical, managerial, professional,
technical, sales, office and clerical occupations.
- 8 -
DESCRIPTION OF JOB CATEGORIES
1. Officials/Manager: Occupations in which employees set broad policies, exercise overall
responsibility for execution of all policies, or direct individual departments or special phases of the
agency's operations or provide specialized consultation on a regional, district or area basis.
Includes: department heads, bureau chiefs, division chiefs, directors, deputy directors, controllers,
examiners, wardens, superintendents, unit supervisors, sheriffs, police and fire chiefs and
inspectors and kindred workers.
2. Professionals: Occupations which require specialized and theoretical knowledge which is
usually required through college training or thorough work experience and other training which
provides comparable knowledge. Includes: personnel and labor relations workers, social workers,
doctors, psychologists, registered nurses, economists, dietitians, lawyers, system analysts,
accountants, engineers, employment and vocational rehabilitation counselors, teachers or
instructors, police and fire captains and lieutenants and kindred workers.
3. Technicians: Occupations which require a combination of basic scientific or technical knowledge
and manual skill which can be obtained through specialized post-secondary school education and
through equivalent on-the-job training. Includes: computer programmers and operations,
draftsmen, surveyors, licensed practical nurses, photographs, radio operators, technical
illustrators, police and fire sergeants and kindred workers.
4. Office/Clerical: Workers are responsible for internal and external communication, recording and
retrieval of data and/or information and other paper work required in an office. Includes:
bookkeepers, messengers, office machine operators, clerk-typists, stenographers, court
transcribers, hearing reporters, statistical clerks, dispatchers, license distributors, payroll clerks
and kindred workers.
5. Skilled Craft Workers: Workers perform jobs which require special manual skill and a thorough
and comprehensive knowledge of the processes involved in the work which is acquired through
on-the-job training programs. Includes: Mechanics and repairman, electricians, heavy equipment
operators, stationary engineers, skilled machine occupations, carpenters, compositors and
typesetters and kindred workers.
6. Sales Workers: Occupations engaging wholly and primarily in direct selling. Includes:
advertising agents and salesman, insurance agents and brokers, real estate agents and brokers,
stock and bond salesmen, demonstrators, salesmen and sales clerks, grocery clerks and cashier
checkers, and kindred workers.
7. Operatives (semi-skilled): Workers who operate machine or processing equipment or perform
other factory-type duties of intermediate skill level which can be mastered in a few weeks and
require only limited training. Includes: apprentices (auto mechanics), plumbers, building trades,
metal working trades, bricklayers, carpenters, electricians, machinists, mechanics, printing trades,
etc., operatives, attendants (auto service and parking), plasterers, chauffeurs, deliverymen and
furnacemen, heaters (metal), laundry and dry cleaning operatives, milliners, mine operatives and
laborers, motormen, oilers and greasers, (except auto painters), (except construction and
maintenance), photographic process workers, stationary fireman, truck and tractor drivers,
weavers, (textile), welders and flame cutters and kindred workers.
8. Laborers (unskilled): Workers in manual occupations which generally require no special
training. Perform elementary duties that may be learned in few days and require the application
of little or no independent judgment. Includes: garage laborers, car washers and greasers,
gardeners (except farm) and groundskeepers, longshoremen, and stevedores, lumbermen,
- 7 _
We hereby certify that we are in compliance with all City and Federal Affirmative Action
Regulations and agree to accept all liability for failure to comply.
Respectfully submitted,
By:
Company Executive
Date
By:
Equal Employment
Opportunity Officer
Date
City of Waterloo Affirmative Action Officer
Approved
Disapproved Reason:
By:
Date:
- 6 -
CONTRACTOR'S TOTAL WORK FORCE
(WATERLOO)
HOURLY
NAME AND ADDRESS JOB CATEGORY RACE SEX WAGE
INDICATE: DISABLED VETERAN: DV
VIETNAM ERA VETERAN: W
HANDICAPPED: H
- 5 -
2.
As a result of the above efforts, we have involved minority, female, and local contractors
and/or suppliers in the following areas of subcontracting: (if none, write"NONE")
1.
2.
J. will require approved
(Name of Company)
Affirmative Action Programs from all nonexempt contractors who propose to work on this
project and will take whatever steps are necessary to ensure that non-minority
contractors have adequate representation of minority, female and local persons in their
total work force.
K. In further accordance with rules and guidelines issued pursuant to Executive Order
11246 as amended, we establish the goals for our company, based on parity
percentages supplied by the City, and we realize these goals will be reviewed on an
annual basis.
L. will keep records of
(Name of Company)
specific actions relative to recruitment, employment, training, upgrading and promotion
and will provide the City of Waterloo with any information relative to same, including
activities of our SUBCONTRACTORS and suppliers as necessary or when requested.
M. Parity figures for companies located in Waterloo are as follows:
Minority Parity = .08 (8%)
N. Affirmative Action
(Name of Company)
Employment Goals:
The definition of Affirmative Action Goals is as follows: "Goals may, not be rigid and
inflexible quotas which must be met, but must be targets, reasonably attainable by means
of applying every good faith effort to make all aspects of the entire Affirmative Action
Program work."
For the year 201_, please submit percentage targets for employing minorities and
women. If you already have reached your target for hiring minorities and women, please
submit that percentage.
*Goals for Minorities:
Goals for Women:
*Your affirmative action goals should be between 1% and 10% or more for minorities and
1% and 5% or more for women.
Please be advised that the goals or targets are purely your estimation of how many
women and minorities your company can reasonably expect to hire in 201_. Note, that
none of the goals are rigid or inflexible. They are targets that your company calculates as
reasonably attainable. This will help the City in its monitoring procedures as required by
City of Waterloo Resolution No. 1984-142(4).
- 4 -
effective application of a policy of merit employment involves more than just a policy
statement, and
(Name of Company)
will, therefore, re-evaluate our Affirmative Action Program to ensure that equal
employment opportunities are available on the basis of individual merit, and to actively
encourage minorities, women and local residents to seek employment with our company
on this basis.
B. will undertake the
(Name of Company)
following six (6) steps to improve our Affirmative Action Program:
1. Minority Recruitment and Employment;
2. Local Recruitment and Employment;
3. Disabled Veteran and Vietnam Era Veteran Recruitment and Employment;
4. Handicapped Recruitment and Employment;
5. Female Recruitment and Employment; and
6. Training, Upgrading and Promotional Opportunities.
C. will take
(Name of Company)
whatever steps are necessary to ensure that our total work force has adequate minority,
female, and local representation. We will utilize the following methods in our recruitment
attempts:
1. Local advertising media (newspapers, radio, TV);
2. Community organizations (churches, clubs, schools);
3. Public and private institutions in the area (UNI, Hawkeye Community College);
4. Job Service of Iowa; and
5. Other.
D. will seek qualified minority,
(Name of Company)
female, and local group applicants for all job categories and will make asserted efforts to
increase minority, female and group representation in occupations at the higher levels or
skill and responsibility.
E. All sources of employment used shall be aware that we are an Equal Employment
Opportunity Employer. Labor organizations representing our employees will be notified
of our Equal Employment Opportunity Policy and Affirmative Action Program.
F. Training, upgrading, promotion and transfer activities at all levels will be monitored to
ensure that full consideration has been given to qualified minority, female, and local
group employees.
G. will encourage other
(Name of Company)
companies with whom we are associated and/or do business, to do the same and we will
assist them in their efforts.
H. has taken the following
(Name of Company)
Affirmative Action to ensure that minority, female, local contractors and/or suppliers were
provided opportunities to negotiate and/or bid on this project: (if none, write',NONE")
1.
- 3 -
Ethnic
Name Address Position Sex Origin
2. Other Areas of Interest:
If your company has branches or subsidiaries, or if your compar y is a branch or
subsidiary of a parent organization, give the following information:
Type of
Name Address Affiliation Degree
II. EMPLOYER'S POLICY (Please read carefully.)
A. We, the undersigned, recognize that we are morally and legally committed to
nondiscrimination in employment. Any person who applies for employment with our
company will not be discriminated against because of race, color, creed, sex, national
origin, economic status, age, mental or physical handicap.
B. The employment policies and practices of the undersigned are to recruit and hire
employees without discrimination, and to treat them equally with respect to compensation
and opportunities for advancement, including training, upgrading promotion, and
transfer. However, we realize the inequities associated with employment training,
upgrading, contracting and subcontracting for minorities and women and we will direct
our efforts to correcting any deficiencies to the maximum extent possible. The same will
be required of our SUBCONTRACTORS and suppliers.
C. We submit this program to assure compliance with Executive Order 11246, as amended,
and other subsequent orders that may pertain to equal employment opportunity and merit
employment policies, fully realizing that our qualification and/or merit system should be
evaluated and revised, if necessary.
D. We agree to put forth the maximum effort to achieve full employment and utilization of
capabilities and productivity of all our citizens without regard to race, creed, color, sex,
national origin, economic status, age, and mental or physical handicap.
E. will give training
(Name of Company)
and employment opportunities to local residents of Waterloo, Iowa, to the greatest extent
feasible.
III. AFFIRMATIVE ACTION
A. recognizes that the
(Name of Company)
- 2 -
Revised February 2003
CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE ACTION PROGRAM
Check box that applies to party completing program:
( ) General Contractor
( ) Subcontractor
Section A to be completed by GENERAL CONTRACTORS only:
A.
Name of Company
Address of Company Zip
Telephone Number(
Federal ID Number(if no Federal ID Number, Owner/President's Social Security Number)
Name of Project
Project Contract Number
Estimated Construction Work Dates /
Start Finish
Section B to be completed by SUBCONTRACTORS only:
B.
Name of General or Prime Contractor
Name of Subcontractor
Subcontractor's Address Zip
Subcontractor's Telephone Number(
Subcontractor's Federal ID Number(if no Federal ID Number Owner/President's Social Security
Number)
Name of Equal Employment Officer
C. Remainder of program to be completed by party completing program, either Prime or
Subcontractor.
1. The Owners and/or Principals of your company:
- 1 -
the work, the official contract and specifications, the Proposal, official plans, and all supplemental
agreements entered into by the parties to the contract.
14. NOTICE TO BIDDERS. The notice called attention of bidders to the rime and place for
receiving bids, containing a brief description of the work, and briefly setting forth the requirements and
conditions for submission of Proposals.
15. INSTRUCTIONS TO BIDDERS. The clauses setting forth in detail the information
relative to the proposed work and requirements for the submission of Proposals.
16. PLANS. The plans for the improvement covered by the specifications and approved by
the Council, official copies of which are on file with the City Clerk.
17. CONTRACT BOND. The bond executed by the Contractor and his surety in favor of the
City of Waterloo, Iowa, guaranteeing the complete execution of the contract in accordance with the plans
and specifications, the payment of all debts pertaining to the work, and maintenance of the work as
provided by law or by the specifications.
18. CONTRACT PERIOD. The period from the specified date for beginning the work to the
specified date of completion, both dates inclusive. The contract period may be extended by the Council,
as provided in these specifications, in which event the contract period includes the new date of
completion.
19. OFFICIAL PUBLICATIONS. The official publications are the formal resolutions and
notices relative to the proposed improvement that are required by law to be published in a prescribed
manner and that have actually been published in accordance with the statutes relating thereto. Attention
is directed to the fact that these official publications are by statute vested with all of the force and effect of
contract obligations.
20. A.S.T.M. Abbreviation for American Society for Testing Materials.
21. WORK. The term "Work" of the Contractor and Subcontractor includes labor or materials
or both, equipment, transportation, or other facilities necessary to complete the contract
22. TIME. All time limits stated in the contract documents are of the essence in the contract.
SECTION B -SCOPE OF WORK
1. CORRELATION AND INTENT OF DOCUMENTS. The Contract documents are
complementary, and what is called for by any one shall be as binding as if called for by all. The intention
of the documents is to include all labor, materials, equipment, and transportation necessary for the proper
execution of the work. Materials or work described in words which, so applied, have a well-known
technical or trade meaning shall be held to refer to such recognized standard.
2. DRAWINGS AND SPECIFICATIONS. Unless otherwise providec in the contract
documents, the engineer shall furnish to the Contractor, free of charge, all copies of drawings and
specifications reasonably necessary for the execution of the work.
The Contractor shall keep one (1) copy of all drawings and specifications on the work available to
the Engineer and to his representatives.
3. CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the Contractor
has, by careful examination, satisfied himself as to the nature, character and locatior of the work, the
conformance to the ground, the character, quality, and quantity of the materials to be encountered, the
character of the equipment and facilities needed preliminary to and during the prosecution of the work,
the general and local conditions, and all other matters which can, in any way, affect the work under this
General Specifications GS-2 of 13 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
GENERAL SPECIFICATIONS FOR CONSTRUCTION
CITY OF WATERLOO, IOWA
Department of Engineering
SECTION A - Definitions of Terms
SECTION B -Scope of work
SECTION C -Control of Materials and Work
SECTION D - Procedure and Progress
SECTION E - Measurements and Payments
SECTION F - Legal Relations and Responsibility
SECTION A - DEFINITIONS OF TERMS
1. CITY. The City of Waterloo, Iowa, which is the Party of the First Part of the
accompanying contract, acting through its authorized representative.
2. COUNCIL. The duly elected Council of the City of Waterloo, Iowa.
3. ENGINEER. The City Engineer of Waterloo, Iowa, or his authorized representative.
4. INSPECTOR. The authorized representative of the Engineer assigned to the detailed
inspection of the work or materials therefor and to such other duties as may be delegated to him in these
specifications.
5. CONTRACTOR. The Party of the Second Part in the accompanying contract for the
improvement covered by these specifications, or his authorized representative.
6. SUBCONTRACTOR. Any person, firm, or corporation who has, with the approval of the
Council, contracted with the Contractor to execute and perform in his stead all or any part of the contract.
7. BIDDER. Any individual, firm, or corporation submitting a proposal for all or a part of the
work provided for in these specifications.
8. PROPOSAL GUARANTEE. The security designed in the Notice of Bidders or Proposal
to be furnished by the bidder as a guarantee of good faith to enter into a contract and furnish an
acceptable bond for the work contemplated if it be awarded him.
9. SURETY. The corporate body bound with and for the Contractor for the acceptable
performance of the contract.
10. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed manner
and on the standard form, for the improvements covered by these specifications.
11. SPECIFICATIONS. The documents that set forth the manner in which the proposed
work is to be accomplished which have been prepared by the Engineer and approved by the City Council,
official copies of which are now on file with the City Clerk.
12. SPECIAL PROVISIONS. Clauses or memoranda not contained herein, applying to the
contract of which these specifications are a part, which change or supplement these specifications.
13. CONTRACT. The agreement entered into between the City and the Contractor, setting
forth the terms under which the work covered by the plans and specifications is to be performed. The
contract includes all conditions, definitions, and instructions set forth in the official publications relating to
General Specifications GS-1 of 13 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
Table 33 30 05-1
Maintenance Hole Diameter in Inches
Depth in Feet 48 60 72
Up to 10 60 sec. 75 sec. 90 sec.
10.01-15 75 sec. 90 sec. 105 sec.
15.01-25 90 sec. 105 sec. 120 sec.
8. If maintenance hole fails the test, make necessary repairs and repeat the vacuum test and
repairs until maintenance hole passes test. Submit test results.
3.03 FIELD PAINTING/COATINGS:
A. Repair any shop painting/coatings damaged during storage or installat on to OWNER's
satisfaction.
3.04 ADJUSTING:
A. Coordinate with ENGINEER for any field adjustments. The ENGINEER reserves the right to
reject any field adjustments.
3.05 PROTECTION:
A. Protect sanitary sewerage utilities from damage throughout storage, installation, testing, and final
acceptance.
3.06 CLOSEOUT ACTIVITIES:
A. All areas disturbed by installation of the pipeline shall be restored in accordance with the
specification and drawings.
B. Provide in accordance with Section 01 77 00.
** * END OF SECTION * * *
Glass-Fiber Reinforced Polymer(GFRP)Pipe 33 30 05-6 of 6 US Hwy 63 Sanitary Seder Upgrades,Phase I
AECOM#60651387 Contract No.1037 Waterloo, Iowa
B. Cleaning and Testing:
1. Test for Displacement of Buried Sanitary Sewers: After trench has been backfilled and
compacted, after cover over pipeline has been brought to finished grade, and after debris
and silt has been removed, pipelines will be tested by the Engineer, as follows: Light will
be flashed between maintenance holes, or, if maintenance holes have not yet been
constructed, between locations of maintenance holes, by means of flashlight or by
reflecting sunlight with mirror. Correct poor alignment, displaced pipe, and other defects
indicated by the ENGINEER.
2. Cleaning: Flush out and clean sanitary force mains of foreign matter before placing
systems into operation. Use flushing velocity of 10 feet per second, minimum or power
washing as approved by ENGINEER. Take care to prevent scale and other objectionable
matter from entering piping. Properly dispose of water used for flushing.
3. Deflection:
a. Jacking: Maximum allowable long-term deflection is 3 percent of the initial diameter.
b. Burial: Maximum allowable long-term deflection is 5 percent of the initial diameter.
4. Testing of Sanitary Sewers: ENGINEER shall be notified at least 48 hours before the
pipeline is to be tested so that he/she may be present during the test. At such times as
ENGINEER may direct, prove water tightness of buried sanitary sewer or portions thereof
by the following tests. Conduct tests under supervision of the ENGINEER. Furnish
materials, labor, and equipment required for tests and repair system until test results are
satisfactory.
a. If a defective pipe is discovered after it has been installed, it shall be removed and
replaced with a sound pipe in a satisfactory manner at no additional cost to the
OWNER. All pipe and fittings shall be thoroughly cleaned before installation, and
shall be kept clean until they are used in the Work. In certain cases, the repair of
pipes may be allowed on-site under the supervision of a factory trained technician.
5. Infiltration: When, in opinion of the ENGINEER, trench or excavation is sufficiently
saturated by groundwater or rain, tests may be made on basis of infiltration. Infiltration
tests will only be allowed when hydrostatic head outside pipe is minimum of 4 feet above
crown of pipe for entire length of pipe being tested. Measure flow of water at nearest
downgrade maintenance hole. Make three series of measurements at intervals of not less
than 1 hour, and average results. Using this average, calculate infiltration rate for 24-hour
period. Infiltration rate: Not greater than 100 gallons per inch of pipe diameter per mile
per day in any section of system including maintenance holes.
6. Exfiltration: When conditions are not suitable for infiltration test, subject pipe to hydrostatic
head of at least 4 feet above pipe crown. Fill line until appropriate water level is obtained
at selected upstream maintenance hole. Observe rate of drop at this maintenance hole for
1 hour. Leakage rate: Not to exceed maximum rate allowed for infiltration.
7. Vacuum test: For precast concrete maintenance holes 25 feet deep and less, a vacuum
test may be used instead of exfiltration test. Conduct tests prior to backfilling and include
joint between maintenance hole cover and frame. Plug and brace pipe openings. Draw
vacuum of 10 inches of mercury. Minimum time to drop to 9 inches of mercury follows:
Glass-Fiber Reinforced Polymer(GFRP)Pipe 33 30 05-5 of 6 US Hwy 63 Sanitary Sewer Upgrades,Phase I
AECOM#60651387 Contract No.1037 Waterloo, Iowa
2.05 CUSTOMER INSPECTION:
A. The Owner or other designated representative (ENGINEER) shall be entitled to inspect pipes or
witness the pipe manufacturing.
B. Manufacturer's Notification to Customer: Should the Owner request to see specific pipes during
any phase of the manufacturing process,the manufacturer must provide the Owner with adequate
advance notice of when and where the production of those pipes will take place.
2.06 PACKAGING, HANDLING, AND SHIPPING:
A. Packaging, handling, and shipping shall be done in accordance with the manufacturer's
instructions.
PART 3 EXECUTION
3.01 INSTALLATION:
A. Transport to Position: Pipe shall be transported from storage to position in the jacking pit
according to the pipe manufacturer's recommendations to avoid change.
B. Pipe shall be placed on guides with spigot end first.
C. The installation of pipe and fittings shall be in accordance with the project plans and specifications
and the manufacturer's requirements.
D. Pipe Handling: Use textile slings, forklift, other suitable materials as approved by the ENGINEER.
The use of chains or cables is not permitted..
E. Jointing:
1. Clean ends of pipe and joint components.
2. Apply joint lubricant to the bell interior surface and the elastomeric seals. Use only
lubricants approved by the pipe manufacturer.
3. Use suitable equipment and end protection to push the pipes together.
4. Do not exceed forces recommended by the manufacturer for joining or gushing pipe.
F. Any pipe damaged during handling and storage or by transport or jacking operations shall be
repaired according to the manufacturer's recommendation or removed from the Site and replaced
at the ENGINEER's option. The ENGINEER's decision regarding rejection shall be final.
Rejected pipe shall be clearly and indelibly marked to prevent confusion with pipe in subsequent
shipments.
G. The pipe and manhole openings shall be plugged at the end of each workday or period of work
suspension.
H. Safety tape shall be installed above pipe as required by the drawings.
3.02 FIELD TESTING:
A. General:
1. Request inspection by Owner's Representative (ENGINEER) prior to placing bedding.
2. Follow SUDAS 4010 - Sanitary Sewer.
Glass-Fiber Reinforced Polymer(GFRP)Pipe 33 30 05-4 of 6 US Hwy 63 Sanitary Sewer Upgrades,Phase I
AECOM#60651387 Contract No.1037 Waterloo, Iowa
2. Burial: Pipe shall be designed to withstand the installation method and ground conditions
as presented in the Project GBR. Detailed calculations shall be submitted to the Engineer
for approval prior to its procurement/manufacture.
a. The bedding and burial of pipe and fittings shall be in accordance with the project
plans and specifications and the manufacturer's requirements.
C. Joints:
1. Burial: Unless otherwise specified, the pipe shall be field connected with fiberglass sleeve
couplings that utilize elastomeric sealing gaskets as the sole means to maintain joint water
tightness. The joints must meet the performance requirements of ASTM D4161. Joints at
tie-ins, when needed, may utilize gasket-sealed closure couplings.
D. Fittings: Flanges, elbows, reducers, tees, wyes, laterals and other fittings shall be capable of
withstanding all operating conditions when installed. They may be contact molded or
manufactured from mitered sections of pipe joined by glass-fiber-reinforced overlays.
2.03 DIMENSIONS
A. Diameters: The actual outside diameter of the pipes shall be in accordance with ASTM D3262.
For other diameters, OD's shall be per manufacturer's literature.
B. End Squareness:
1. Burial: Pipe ends shall be in accordance with ASTM D3262.
C. Deflection:
1. Maximum allowable long-term deflection shall not be more than 3% of the initial diameter.
2.04 TESTING:
A. Pipes: Pipes shall be manufactured and tested in accordance with ASTM D3262.
1. Type 1, Liner 2 and Grade 3, or Type 1, Liner 1 and Grade 1.
B. Joints: Joints shall meet the requirements of ASTM D4161.
C. Chemical Resistance: Reinforced thermosetting resin pipes in a deflected condition must be
manufactured and tested in accordance with ASTM 3681.
D. Stiffness:
1. Direct Bury: Minimum pipe stiffness per manufacturer design when tested in accordance
with ASTM D2412 shall normally be 72 psi minimum.
E. Test certificate demonstrating a pipe service life of 100 years under theoretical deflection of 9%
based on third-party testing.
F. Strain Corrosion: The extrapolated 50-year strain corrosion value shall not be less than 0.9%, as
determined in accordance with ASTM D3681 and ASTM D3262.
Glass-Fiber Reinforced Polymer(GFRP)Pipe 33 30 05-3 of 6 US Hwy 63 Sanitary Sewer Upgrades,Phase I
AECOM#60651387 Contract No.1037 Waterloo, Iowa
1.05 WARRANTY:
A. Provide standard product warranties for all sanitary sewerage utility materials and as required by
municipality standards.
PART 2 - PRODUCTS
2.01 MATERIALS:
A. The Manning's n factor shall be a maximum of 0.009.
B. Resin Systems: The manufacturer shall use only polyester resin systems with a proven history of
performance in this particular application. The historical data shall be collected from applications
of a composite material of similar construction and composition as the proposed product.
C. Glass Reinforcements: The reinforcing glass fibers used to manufacture the components shall be
of highest quality commercial grade E-glass filaments with binder and sizing compatible with
impregnating resins; or"E-CR(corrosion resistant and boron free E-glass)filaments, or approved
equal.
D. Fillers: Sand shall be minimum 9 percent silica, kiln dried and graded, with a maximum moisture
content of 0.2%.
E. Additives: Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic agents, etc.,
when used, shall not detrimentally affect the performance of the product, nor impair visual
inspection of the finished products.
F. Elastomeric Gaskets: Gaskets shall meet ASTM F477 and be supplied by qualified gasket
manufacturers and be suitable for the service intended. Gaskets shall be affixed to the pipe by
means of a suitable adhesive or shall be installed in such a manner to prevent the gasket from
rolling out of the pre-cut groove.
G. The internal liner resin shall be suitable for sewer service and shall be highly resistant to exposure
to sulfuric acid as produced by biological activity from hydrogen sulfide gases. Pipe shall meet
or exceed requirements of ASTM D3681. The pipe liner shall be able to withstand 1,500 psi jet
pressure for regular cleaning process and be capable of sustaining flow velocities of 20 feet per
second.
2.02 MANUFACTURE AND CONSTRUCTION:
A. Installation: GFRP pipes shall conform to the requirements for direct burial installation based on
pipe size.
1. Burial: All GFRP pipes smaller than or equal to 48-inch nominal diameter as shown on the
construction drawings shall meet the burial pipe requirements outlined it this specification.
B. Pipes:
1. Manufacturer or Equal
a. Flowtite, Thompson Pipe Group.
b. Hobas Pipe USA, Inc., Hobas CRP pipe, or equal.
c. Or approved equal.
Glass-Fiber Reinforced Polymer(GFRP)Pipe 33 30 05-2 of 6 US Hwy 63 Sanitary Sever Upgrades, Phase I
AECOM#60651387 Contract No.1037 Waterloo, Iowa
SECTION 33 30 05
GLASS-FIBER REINFORCED POLYMER (GFRP) PIPE
PART 1 - GENERAL
1.01 DESCRIPTION:
A. CONTRACTOR shall furnish and install underground Glass-Fiber Reinforced Polymer (GFRP)
Pipe for direct burial installation for gravity mains and all appurtenances as shown and specified,
and as required for a complete and workable piping system.
1.02 REFERENCES
A. ASTM International (ASTM):
1. D638: Test Method for Tensile Properties of Plastics
2. D2412: Standard Test Method for Determination of External Loading Characteristics of
Plastic Pipe by Parallel-Plate Loading
3. D3262: Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced Thermosetting-
Resin) Sewer Pipe
4. D3681: Standard Test Method for Chemical Resistance of "Fiberglass" (Glass-Fiber-
Reinforced Thermosetting-Resin) Pipe in a Deflected Condition
5. D4161: Standard Specification for "Fiberglass" (Glass-Fiber-Reinforced Thermosetting-
Resin) Pipe Joints Using Flexible Elastomeric Seals
6. F477: Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe
1.03 SUBMITTALS:
A. Submit the following in accordance with Special Provisions#8.
1. Pipe Data (including, but not limited to):
a. Size, thickness, strength of pipe, length of pipe,joints, gasket and grout.
2. Pipe Materials
3. Pipe Fittings
4. Pipe Couplings
5. Accessories
6. Manufacturer's Certificate:
a. Certify that products meet or exceed specified requirements.
b. Certify pipe, liner, gasket, etc., is being utilized for its intended use.
B. Instructions: Provide manufacturer's installation instructions for pipe.
C. Project Record Documents: Provide marked-up set of drawings showing actual locations of
piping, valves, connections, thrust restraints, and invert elevations. Identify and describe
unexpected variations to subsoil conditions or discovery of uncharted utilities.
1.04 QUALITY ASSURANCE:
A. Perform Work in accordance with municipality standards and SUDAS 2021.
Glass-Fiber Reinforced Polymer(GFRP)Pipe 33 30 05-1 of 6 US Hwy 63 Sanitary Sewer Upgrades,Phase I
AECOM#60651387 Contract No.1037 Waterloo,Iowa
2. The Contractor shall make any corrections required by the Engineer and submit the
revised shop or equipment drawings or listings for review. After review by the
Engineer, the shop or equipment drawings or listings will be so marked, dated,
signed by the Engineer, and forwarded to the Contractor for reproduction and
distribution.
B. Submission of Equipment Lists:
1. If requested in the contract documents, as soon as practicable after award of
contract and before any items of material or equipment are purchased, the
Contractor shall submit to the Engineer for review a complete list of the principal
fixtures and equipment to be incorporated into the work.
2. The Contractor shall also submit applicable brochures, technical data, catalogs,
cuts, diagrams, manufacturer's drawings and installation instructions, samples if
required, and other descriptive data including the complete description, trade
name, model number, type, size, and rating.
C. Engineer's Review:
1. Review by the Engineer shall not be construed as a complete check but will
indicate only that the general method of construction and detail is satisfactory. The
Engineer assumes no responsibility for errors in dimensions in the shop drawings
and assumes the Contractor will use material complying with requirements of the
contract documents or, where not specified, those of sound and reasonable quality,
and will erect the subjects of such shop drawings according to recognized
standards of first quality work or, when specified, according to standards of the
contract documents.
2. Any work done or material ordered by the Contractor prior to review by the
Engineer shall be at the Contractor's risk.
9. PROJECT RECORD DOCUMENTS
A. Maintain at the project site one record copy of the drawings, project manual, addenda,
change orders and other modifications to contract, field orders or clarifications, shop
drawings, field test records, and associated permits.
B. Provide one marked up set of drawings to Engineer at substantial completion for use in
preparation of record drawings.
C. Maintain record documents in clean dry, legible condition and in good order. Do not use
record documents for construction purposes. Make record documents available for
inspection by Engineer.
*** END OF SECTION
Special Provisions SP-4 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
BID ESTIMATED
ITEM DESCRIPTION UNIT QUANTITY
17 84-INCH CIRCULAR SANITARY SEWER MANHOLE,SW-301 EA 1.0
18 96-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 5.0
19 120-INCH CIRCULAR SANITARY SEWER MANHOLE,SW-301 EA 4.0
20 48-INCH TEE-SECTION SANITARY SEWER MANHOLE,SW-305 EA 11.0
21 CONNECTION TO EXISTING SANITARY MANHOLE EA 1.0
22 6-INCH PCC PAVEMENT SY 25.4
23 8-INCH PCC PAVEMENT SY 281.6
24 8-INCH HMA PAVEMENT SY 923.1
25 6-INCH PCC CURB AND GUTTER LF 95.0
26 GRAVEL SURFACING SY 260.0
27 CURB AND GUTTER REMOVAL LF 95.0
28 PAVEMENT REMOVAL SY 1,490.1
29 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 1 SEED ACRE 1.10
MIX
30 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING -TYPE 2 SEED ACRE 7.11
MIX
31 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING-TYPE 4 SEED ACRE 1.10
MIX
32 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING -TYPE 5 SEED ACRE 7.11
MIX
33 12-INCH WATTLES LF 8,396.8
34 DITCH CHECKS EA 30.0
35 TEMPORARY ROLLED EROSION CONTROL PRODUCTS (RECP) SY 27,477.3
36 SWPPP REQUIREMENTS LUMP SUM 1.0
37 STORM SEWER MANHOLE, SW-401,48-INCH, EJ 1040 A COVER EA 1.0
38 STORM SEWER MANHOLE, SW-401,60-INCH, EJ 1040 A COVER EA 1.0
39 INTAKE,SW-501 &SW-603 TYPE R GRATE EA 3.0
40 INTAKE,SW-501 &SW-604 TYPE 6 GRATE EA 7.0
41 CONNECTION TO EXISTING STORM SEWER STRUCTURE EA 1.0
42 APRON WITH FOOTING AND GUARD, 12-INCH EA 1.0
43 APRON WITH FOOTING AND GUARD, 18-INCH EA 1.0
44 STORM SEWER, DUCTILE IRON PIPE, 10-INCH DIA. -OPEN CUT LF 24.6
45 STORM SEWER, REINFORCED CONCRETE PIPE, 12-INCH DIA.-OPEN CUT LF 219.4
46 STORM SEWER, REINFORCED CONCRETE PIPE, 15-INCH DIA.-OPEN CUT LF 690.6
47 STORM SEWER, REINFORCED CONCRETE PIPE, 18-INCH DIA. -OPEN CUT LF 253.8
48 6-INCH PCC CURB AND GUTTER LF 70.0
49 GRAVEL SURFACING SY 14.5
50 PAVEMENT REMOVAL SY 1,221.0
51 REMOVE INTAKE EA 5.0
52 REMOVAL OF STORM SEWER LF 107.0
53 3-INCH HMA PATCH SY 356.0
54 6-INCH MODIFIED SUBBASE SY 356.0
55 EROSION STONE WITH ENGINEERING FABRIC TONS 13.0
56 HYDRAULIC SEEDING, FERTILIZING AND MULCHING ACRE 0.4
8. SHOP DRAWINGS, CERTIFICATES, AND EQUIPMENT LISTS
A. Submission of Drawings:
1. The Contractor shall submit to the Engineer all shop drawings and equipment
drawings or lists as called for in the contract documents or as requested by the
Engineer. Drawings and listings shall be complete and shall contain all required
detail information conveyed according to the latest recommended standards for
detailing.
Special Provisions SP-3 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
3. HAUL ROUTES
Haul routes to and from the project site shall be submitted for review by the Engineer. In general,
the Contractor shall request haul routes over the main streets in the area, staying on streets
within the project as much as possible and should not include truck-embargoed streets.
4. STANDARD SPECIFICATIONS
The Standard Specifications, which are referenced in the contract documents, are designated as
follows:
SUDAS STANDARD SPECIFICATIONS - "2021 Standard Specifications for t-ie Iowa Statewide
Urban Design and Specifications Program" (unless otherwise noted) and current revisions
thereof.
WATERLOO STANDARD SPECIFICATIONS - "Standard Specifications for Municipal Public
Works Construction, City of Waterloo, Iowa."
5. PERCENT OF CONTRACT TO BE PERFORMED BY CONTRACTOR
A. The prime contractor shall be required to perform at least 35 percent cf the total contract
amount of the project.
6. SPECIAL PROVISIONS
Standard Specifications are amended by the following additions. These are Special Provisions
and shall prevail over those published in the Standard Specifications.
33 30 05 Glass-Fiber Reinforced Polymer(GFRP) Pipe
7. QUANTITY ADJUSTMENTS
The following Bid Items are exempted from consideration under the provisions of Section B.
"Scope of Work," paragraph 7 of the "General Specifications for Construction" concerning the
variance of the "As-Built" quantity of the listed item by more than twenty (20°/0) percent from the
estimated quantity specified in the contract.
BID ESTIMATED
ITEM DESCRIPTION UNIT QUANTITY
1 MOBILIZATION LUMF SUM 1.0
2 TRAFFIC CONTROL LUMP SUM 1.0
3 CLEARING AND GRUBBING LUMP SUM 1.0
4 FOUNDATION ROCK TON 1,660.0
5 TRENCH COMPACTION TESTING LUMP SUM 1.0
6 ABANDON, FILL AND PLUG 21-INCH SANITARY SEWER LF 2,432.0
7 REMOVE AND PLUG 21-INCH SANITARY SEWER LF 2,389.0
8 ABANDON SANITARY SEWER MANHOLE EA 7.0
9 REMOVE SANITARY SEWER MANHOLE EA 8.0
10 CLEANING, INSPECTION AND TESTING OF SANITARY SEWER GRAVITY MAINS LUMP SUM 1.0
11 18-INCH SANITARY SEWER GRAVITY MAIN-DIRECTIONAL DRILLING LF 1,123.5
12 24-INCH SANITARY SEWER GRAVITY MAIN-OPEN CUT LF 371.5
13 48-INCH SANITARY SEWER GRAVITY MAIN-OPEN CUT LF 6,148.0
14 48-INCH SANITARY SEWER GRAVITY MAIN-TRENCHLESS LF 407.6
15 48-INCH CIRCULAR SANITARY SEWER MANHOLE, SW-301 EA 3.0
16 72-INCH CIRCULAR SANITARY SEWER MANHOLE,SW-301 EA 1.0
Special Provisions SP-2 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
SPECIAL PROVISIONS
1. TRAFFIC CONTROL -- IMPROPER MAINTENANCE
The Engineer, or authorized representative, shall periodically review traffic control that has been
put in place by the Contractor. If 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 is not working at the
location.
E. Lack of proper barricades or signage.
Each incident is treated as a separate citation on an individual basis. It is not intended that minor
deficiencies be price adjusted if corrected the day notification is given. In addition to a price
adjustment, the Engineer may suspend work for irresponsible and/or repeated failure to construct
the project using proper traffic control procedures.
Penalties: 1st Offense Written warning given by City.
2nd Offense $ 100
3rd Offense $ 250
4th Offense $ 500
5th Offense $1,000
6th Offense Engineer's discretion (amount
or more equal or greater than $1,000)
2. LIQUIDATED DAMAGES
Time is an essential element of this contract. It is important that the work be diligently pursued to
completion. If the work is not completed within the specified contract period, plus authorized
extensions, the Contractor shall pay to the City Liquidated Damages in the amount of$500.00 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 Saturday.
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, 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 item do not include contract bid items or approved change/extra work orders.
When the Contractor believes the project to be substantially completed, a written notice stating
the same shall be submitted to the Engineer 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 Engineer in writing a request that working days counted toward the project be
suspended until work is resumed the following construction season.
This amount is not construed as a penalty. These damages are for the cost to the City of
providing the required additional inspection, engineering and contract administration.
Special Provisions SP-1 of 4 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
THIS PAGE LEFT BLANK INTENTIONALLY
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.
Section IX "Construction Equipment" of the "Specifications for Concrete Paving, Widening, and
Curb and Gutter" of the Standard Specifications for Municipal Public Works Construction, City of
Waterloo, Iowa, shall be amended as follows:
Iowa Department of Transportation standard specification Section 2301.07 Construction
Equipment For Portland Cement Concrete Pavement shall apply with the following exception to
Section 2301.07.A.7.b Finishing Machine: The first sentence shall read as "A finishing machine
will be required on all uniform width slabs ten (10) feet or more in width upon which a continuous
line of forms more than one hundred fifty (150) feet in length may be set, except for intersections
or otherwise approved by the Engineer."
18. WORKING ON SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS
The Contractor shall notify the 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 requires prior approval of the Engineer in accordance with the Waterloo
Standard Specifications. The Contractor shall not work the following days in 2021 and 2022 due
to City holidays:
November 11, 2021 -Veterans Day (Thursday)
November 25 and 26, 2021 -Thanksgiving (Thursday and Friday)
December 24 and 25, 2021 -Christmas (Friday and Saturday)
December 31, 2021 and January 1, 2022 -Observation of New Year's Day (Friday and Saturday)
January 17, 2022 - MLK Day (Monday)
May 30, 2022 - Memorial Day (Monday)
July 4, 2022 - Independence Day (Monday)
September 5, 2022 - Labor Day (Monday)
November 11, 2022-Veterans Day (Friday)
General Special Provisions GSP-5 of 5 Highway 63 Sanitary Sewer Upgrades Ph 1
AECOM#60651387 Contract NO. 1037 Waterloo, Iowa
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 fcr 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 neing 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 they work has been
completed.
15. TRAFFIC CONTROL DURING CONSTRUCTION (INCIDENTAL)
The Contractor shall provide, erect, and maintain, at all times during the progress and suspension
of the work and until completion and final acceptance thereof, suitable and regL isite barricades,
signs, or other adequate protection, as required by Contract Documents or as may be ordered by
the Engineer, to ensure the safety of the public as well as those engaged on the work.
All barricading necessary for completion of this project shall be considered incidental to
contract bid items.
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 Part VI of the "Manual on Uniform Traffic Control Devices" and
shall provide, keep and maintain such barricades, signs, etc., as may be required or as may be
ordered by the Engineer, to ensure the safety of the public as well as those engaged on the work.
All barricading plans shall be reviewed by the Engineer.
The Contractor shall determine, provide and obtain approval from the City Engineer on all detour
locations for all street closings, barricades and posting prior to construction. These shall meet
requirements of the City Police Traffic Department. The Contractor shall notify the City
Engineer's Office and the Police, Fire and Street Departments when the street is closed for
construction. All barricading shall be in accordance with the latest edition of Part VI of the
"Manual on Uniform Traffic Control Devices." Encapsulated lens sheeting is not required on this
project.
16. GRADES, LINES, LEVELS,AND SURVEYS
All necessary grades, lines, levels and surveys shall be established and maintained by the
Contractor.
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 City E ngineer before
commencing work.
General Special Provisions GSP-4 of 5 Highway 63 Sanitary SE ever Upgrades Ph 1
AECOM#60651387 Contract NO. 1037 Waterloo, Iowa
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 City Engineer a detailed estimate giving a complete
breakdown of the lump sum contract prices. The submitted breakdown shall be approved by the
City Engineer 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.
11. CONSTRUCTION SCHEDULING
The City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall
also be approved. The City Engineer may change the schedule to accommodate changing
construction conditions.
The contractor shall submit the work schedule to the Engineer at the preconstruction conference
for approval. The City Engineer shall approve Contractor's work schedule prior to starting. All
revisions shall also be approved. The City Engineer 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 after receipt of the "Notice to Proceed" and at the date
approved on the submitted schedule. The contractor shall diligently execute the work of the
contract to completion once work commences.
12. PRE-CONSTRUCTION CONFERENCE
Before any work is started, the Contractor shall arrange with the City Engineer to hold a pre-
construction conference for the purpose of discussing the contract.
General Special Provisions GSP-3 of 5 Highway 63 Sanitary Sewer Upgrades Ph 1
AECOM#60651387 Contract NO. 1037 Waterloo, Iowa
Urban Specifications, also known as SUDAS, shall apply to construction work. These standard
specifications are amended by the City of Waterloo Supplemental Specifications to the 2021 edition of
SUDAS.
Any specifications that supercede the Iowa DOT, SUDAS and City of Waterloo Specifications are listed in
the Special Provisions.
2. CONFLICTING SPECIFICATIONS
All requirements of other specifications contained in the contract documents which conflict with
the provisions of the special provisions will be considered void.
3. DUMPING AREAS
Excess material 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 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 City unless the City
determines that the materials are not salvageable and the City does not want to retain ownership
of the materials. Materials designated in the field by the 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 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.
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 States 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 for direct
payment but will be considered incidental to the item to which it applies.
The removal and replacement of stop signs will not be considered for direct payrient, but will be
considered incidental to the item to which it applies.
8. PAY ITEMS
General Special Provisions GSP-2 of 5 Highway 63 Sanitary Sc:ever Upgrades Ph 1
AECOM#60651387 Contract NO. 1037 Waterloo, Iowa
GENERAL SPECIAL PROVISIONS
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 US HIGHWAY 63 SANITARY SEWER
UPGRADES - PHASE I, CONTRACT NO. 1037, as shown on the contract drawings and in
accordance with these specifications.
The contract drawings, which accompany and form a part of this contract and specifications, are
dated September 7, 2021. They have the general title of US HIGHWAY 63 SANITARY SEWER
UPGRADES - PHASE I, CONTRACT NO. 1037.
The drawings are numbered and separately entitled as follows:
Sheet# Drawing No. Plan Sheet Description
1 01-G-01 TITLE SHEET AND LOCATION MAP
2 01-G-02 INDEX OF DRAWINGS AND CIVIL SYMBOLS
3 01-G-03 ESTIMATED QUANTITIES AND REFERENCE NOTES
4 01-G-04 ESTIMATE REFERENCE NOTES(CONT.)
5 01-G-05 CIVIL GENERAL NOTES
6 01-G-06 CIVIL-SWPPP
7 01-G-07 SWPP PLAN EROSION CONTROL
8 01-G-08 SWPP PLAN EROSION CONTROL
9 01-G-09 GEOMETRY PLAN
02-CIVIL
10 02-C-01 LOCATION PLAN
11 02-CR-01 REMOVAL PLAN
HOME PARK BOULEVARD OVERFLOW
12 02-C-02 PLAN AND PROFILE-STA 1+00 TO STA 5+70
13 02-C-03 PLAN AND PROFILE-STA 5+70 TO STA 11+30
14 02-C-04 PLAN AND PROFILE-STA 11+3-0 TO STA 15+35.85
HIGHWAY 63 SOUTH -PHASE 1
15 02-C-05 PLAN AND PROFILE-STA 10+00 TO STA 105+80
16 02-C-06 PLAN AND PROFILE-STA 105+80 TO STA 111+20
17 02-C-07 PLAN AND PROFILE-STA 111+20 TO STA 116+40
18 02-C-08 PLAN AND PROFILE-STA 116+40 TO STA 119+20
STA 218+66 TO STA 219+11
19 02-C-09 PLAN AND PROFILE-STA 119+20 TO STA 124+70
20 02-C-10 PLAN AND PROFILE-STA 124+70 TO STA 130+30
21 02-C-11 PLAN AND PROFILE-STA 130+30 TO STA 135+90
22 02-C-12 PLAN AND PROFILE-STA 135+90 TO STA 141+50
23 02-C-13 PLAN AND PROFILE-STA 141+50 TO STA 147+10
24 02-C-14 PLAN AND PROFILE-STA 147+10 TO STA 152+50
25 02-C-15 PLAN AND PROFILE-STA 152+50 TO STA 158+30
26 02-C-16 PLAN AND PROFILE-STA 158+30 TO STA 163+90
27 02-C-17 PLAN AND PROFILE-STA 163+90 TO STA 166+94
10-SANITARY AND STORM SEWER DISCONNECT
28 10-SS-01 ORANGE GROVE STORM SEWER-OUTLET TO ST-01
29 10-SS-02 ORANGE GROVE STORM SEWER-ST-01 TO I-05
30 10-SS-03 ORANGE GROVE STORM SEWER-ST-01 TO 1-01
31 10-SS-04 ORANGE GROVE/CAMPBELL-1-06 TO DETENTION POND
32 10-SS-05 REBER AVE FROM DREXEL TO FLETCHER-1-01 TO EXISTING
CONNECTION
99-DETAILS
33 99-C-01 CIVIL DETAILS
The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction,
Series of 2015, plus the applicable General Supplemental Specifications and the 2021 Iowa Statewide
General Special Provisions GSP-1 of 5 Highway 63 Sanitary Sewer Upgrades Ph 1
AECOM#60651387 Contract NO. 1037 Waterloo, Iowa
17. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any
information requested by the City of Waterloo, Iowa, in verification of the recitals comprising this Statement
of Bidder's Qualifications.
Dated at , this day of , 2021.
(Name of Bidder)
By:
Title:
State of
ss:
County of
, being duly sworn deposes and says that he is
of
(Name of Organization)
and that the answers to the foregoing questions and all statements therein contained are true and correct.
Subscribed and sworn to before me this day of , 2021.
Notary Public
My commission expires ,
Statement Of Bidder's Qualifications SBQ-2 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
STATEMENT OF BIDDER'S QUALIFICATIONS
(To be submitted by the Bidder only upon the specific request of the City of Waterloo, Iowa.)
All questions must be answered and the date given must be clear and comprehensive. This statement must be
notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any
additional information he desires.
1. Name of bidder.
2. Permanent main office address.
3. When organized.
4. If a corporation, when incorporated.
5. How many years have you been engaged in the contracting business under your present firm or trade
name?
6. Contracts on hand: (Schedule these, showing amount of each contract and the appropriate anticipated
dates of completion.)
7. General character of work performed by your company.
8. Have you ever failed to complete any work awarded to you? If so, where and why?
9. Have you ever defaulted on a contract? If so, where and why?
10. List the more important projects recently completed by your company, stating the approximate cost for
each, and the month and year completed.
11. List your major equipment available for this contract.
12. Experience in construction work similar in importance to this project.
13. Background and experience of the principal members of your organization, including the officers.
14. Credit available: $
15. Give bank reference:
16. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be
required by the City of Waterloo, Iowa?
Statement Of Bidder's Qualifications SBQ-1 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo,Iowa
14. JURISDICTION. Any action in Court against the Contractor or sureties on his bond
because of damages to property or individuals by said Contractor or his workmen, or because of the
violation of any provisions of the specifications, or on account of the failure of said Contractor to comply
fully with these provisions, shall be brought in the District Court of the State of Iowa in and for Black Hawk
County.
15. TERMINATION OF RESPONSIBILITY. The Contract shall be considered as completed
and the Contractor released from further obligations except as to the requirements of his bond, after the
work has been completed and finally accepted and final estimates have been allowed and the completion
report of the engineer has been filed and approved by the Council.
16. CITY'S LEGAL RIGHTS. The City shall not be precluded by any measurements,
estimate, or certificate made, either before or after the completion and acceptance of the work and
payment therefor, from showing the true amount and character of the work performed and materials
furnished by the Contractor, or from showing that any such measurement, estimate, or certificate is untrue
or incorrectly made, or the work or materials do not, in fact, conform to the Contract.
The City shall not be precluded, notwithstanding any such measurements, estimate, or certificate
and payment in accordance therewith, from recovering from the Contractor and his surety such damages
as it may sustain by reason of his failure to comply with the terms of the Contract. Neither the acceptance
by the City or any of its representatives, nor any payment for or acceptance of the whole or any part of
the work, nor any extension of time, nor any possession taken by the City, shall operate as a waiver on
any portion of the contract or of any power herein reserved, or any right to damages herein provided. A
waiver of any breach of the contract shall not be held to be a waiver of any other or subsequent breach.
*** END OF SECTION *
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Nothing contained in the contract documents shall create any contractual relation between any
Subcontractor and the City.
11. ARBITRATION. All questions subject to arbitration under this Contract shall be
submitted to arbitration at the choice of either party to the dispute.
The Contractor shall not cause a delay of the work during any arbitration proceedings, except by
agreement with the Engineer.
The demand for arbitration shall be filed in writing with the Engineer, in the case of an appeal
from his decision, within ten (10) days of its receipt, and in any other case, within a reasonable time after
cause thereof, and in no case later than the time of final payment, except as otherwise expressly
stipulated in the contract. If the Engineer fails to make a decision within a reasonable time, an appeal to
arbitration may be taken as if his decision had been rendered against the part appealing.
No one shall be nominated or act as an arbitrator who is in any way financially interested in the
contract or in the business affairs of either the City or the Contractor.
The general procedure shall conform to the laws of the State of Iowa. Unless otherwise provided
by such laws, the parties may agree upon one arbitrator; otherwise, there shall be three--one named in
writing by each party to this contract to the other party, and the third chosen by these two arbitrators, or, if
they fail to select a third within ten (10) days, then he shall be chosen by the Comptroller of the State of
Iowa. Should either party refuse or neglect to supply the arbitrators with any papers or information
demanded in writing, the arbitrators are empowered by both parties to proceed ex parte.
If there be one arbitrator, his decision shall be binding; if three, the decision of any two shall be
binding. Such decision shall be a condition precedent to any right of legal action, and, wherever
permitted by law, it may be filed in Court to carry it into effect.
The arbitrators, if they deem that the case demands it, are authorized to award to the party whose
contention is sustained such sums as they shall deem proper for the time, expense, and trouble incident
to the appeal, and, if the appeal was taken without reasonable cause, damages for delay, the arbitrators
shall fix their own compensation unless otherwise provided by agreement, and shall assess the costs and
charges of the arbitration upon either or both parties.
The award of the arbitrators must be in writing, and it shall not be open to objections on account
of the form of proceeding or the award, unless otherwise provided by the laws of Iowa.
In the event of such laws providing on any matter covered by this article otherwise than as
hereinbefore specified, the method of procedure throughout and the legal effect of the award shall be
wholly in accordance with the laws of the State of Iowa, it being intended hereby to lay down a principle of
action to be followed, leaving its local application to be adopted to the legal requirements of the place in
which the work is to be done.
12. PERFORMANCE AND PAYMENT BONDS. The Contractor shall, at the time of
execution and delivery of this contract and before the taking effect of same, furnish and deliver to the City
written bonds of indemnity to the amount required by law in form and substance, and with surety thereon
satisfactory and acceptable to the City, to insure the faithful performance and payment by the Contractor
of all the covenants and agreements on the part of the Contractor contained in this contract. These
bonds shall remain in force and effect for the full amount of the Contract.
13. PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the provisions of
the Contract or in exercising any power or authority granted him thereby, there shall be no liability upon
the Engineer or his authorized assistants, either personally or as an official of the City, it being
understood that in such matters he acts as the agent and representative of the City.
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Comprehensive General Liability Insurance
General Aggregate Limit $ 5,000,000.00
Products—Completed Operations
Aggregate Limit $ 5,000,000.00
Each Occurrence Limit $ 5,000,000.00
Comprehensive Automobile Liability
Insurance $ 1,000,000.00
The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured".
A certificate, or a policy if requested, shall be filed with the Owner.
All certificates and/or policies of insurance furnished by the Contractor to be filed with the City
Clerk shall include the name and address of the agency issuing the same. It shall also be required that
the City Clerk be notified by registered mail of the cancellation or expiration of the above insurance.
5. BARRICADES AND SIGNS. 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 insure the safety of the public as well as
those engaged on the work. All barricading plans shall be approved by the City Engineer.
6. ROYALTIES AND PATENTS. The Contractor shall pay all royalties and license fees.
He shall defend all suits or claims for infringement of any patent rights and shall save the City harmless
from loss on account thereof, except that the City shall be responsible for all such loss when a particular
process or the product of a particular manufacturer is specified.
7. PERMITS AND REGULATIONS. Permits and licenses of a temporary nature for the
prosecution of the work shall be secured and paid for by the Contractor. Permits, license, and easements
for permanent changes in existing facilities shall be secured and paid for by the City.
8. CLAIMS FOR DAMAGES. Any claim for damages arising under this Contract shall be
made in writing to the party liable within a reasonable time of the first observance of such damage and no
later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or
materials, and shall be adjusted by agreement or arbitration.
The Contractor shall be held for the payment of all just claims against him arising out of the
prosecution of this contract, and his bond will not be released until such claims are paid for dismissed.
9. ASSIGNMENT OF CONTRACT. The Contractor shall not sell or assign the contract or
sublet any portion of the work provided for therein without the written consent of the City Council.
10. SUBCONTRACTORS. The Contractor shall, as soon as practicable after the signature
of the contract, notify the Engineer in writing of the names of the Subcontractors proposed for the work
and shall not employ any that the Engineer may, within a reasonable time, object to as incompetent or
unfit.
The Contractor agrees that he is as fully responsible to the City for the acts and omission of his
Subcontractors and of persons either directly or indirectly employed by them as he is for the acts and
omissions of persons directly employed by him.
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SECTION F - LEGAL RELATIONS AND RESPONSIBILITIES
1. LAWS RELATING TO WORK. The Contractor is presumed to be fami lar with all laws,
ordinances, and regulations which may, in any manner, affect those engaged or employed upon the work
or the materials or equipment used in or upon the work, and shall conduct the work so as not to conflict
with such laws, ordinances, and regulations.
2. PROTECTION OF WORK AND PROPERTY. The Contractor for any part of the
improvement shall be held responsible for the care of materials and of partially completed and completed
work until final acceptance of the same by the Council. He will be required to make good at his own
expense any damage which the work may sustain from any cause prior to the filing of the engineer's
certificate of completion. He shall take all risk from floods and casualties of every description and make
no charge for delay due to such cause. He may, however, be allowed a reasonable extension of time on
account of such delays. He shall correct or make good at his own expense all damages to adjacent
property due to the acts or negligence of his employees of the prosecution of his work, and save the City
harmless therefor.
The Contractor shall be held liable and responsible for all damages done to water, sewer, drain,
or other underground pipes and structures, and to sidewalks and private property.
3. RESPONSIBILITY FOR ACCIDENTS. The Contractor shall assume full responsibility for
all damages sustained by persons or property due to the carrying on of his work until 'inal acceptance
thereof, or until released by the Engineer in writing.
4. LIABILITY INSURANCE. The Contractor shall carry liability insurance which shall save
the City harmless and protect the public and any person from injury sustained by the reason of the
prosecution of the work or the handling or storing of materials therefor, and said Cont-actor shall also
carry liability insurance which shall meet the requirements of the Iowa Worker's Compensation Law.
Before work shall be started on this contract, the Contractor shall furnish the City Clerk with
proper affidavit or Affidavits executed by representatives of duly qualified insurance companies,
evidencing that said insurance company or companies have issued liability insurance policies, effective
during the life of the contract, or for a period of a least ten (10) days following the filing of written notice of
cancellation, protecting the public and any person from injuries or damages sustained by reason of
carrying on the work involved in the Contract. The affidavit shall specifically evidence the following forms
of insurance protection:
(a) Public liability insurance covering all operations performed by persons directly employed
by the Contractor.
(b) Public liability insurance covering all operations performed by any Subcontractor to whom
a portion of the work may have been assigned.
(c) Public liability insurance covering all work upon the project performed by any
independent Contractor working under the direction of either the principal Contractor or a
Subcontractor.
(d) Motor vehicle bodily injury liability insurance and property damage liability insurance on
all motor vehicles employed on the work, whether owned by the Contractor or by other
persons, firms, or corporations.
(e) The minimum protection shall be as follows:
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allowed a reasonable rental thereon, to be agreed upon in writing by the Engineer before such work is
begun, and to which sum no percentage is to be added.
The item of cost shall not include repairs or replacement of equipment or overhead expenses of
any character. The fifteen percent (15%) allowed is considered to cover the use of hand tools and all
overhead expenses except liability insurance.
In no case will a claim for extra compensation be allowed unless the work upon which the claim is
based has been ordered in writing, except as provided hereinafter.
4. CLAIMS FOR EXTRA COST. If the Contractor claims that any instructions, by drawings
or otherwise, involved extra cost under this contract, he shall give the Engineer written notice thereof
within ten (10) days after completion of the work.
No such claim shall be valid unless so made.
5. CLAIMS FOR EXTRA COMPENSATION. If the Contractor deems that extra
compensation is due him for work and/or materials that he considered is not clearly covered in the items
for which he submitted unit prices in his bid and that were not ordered in writing by the Engineer as an
extra s heretofore provided, the Contractor shall notify the Engineer, in writing, of his intention to make
claim for extra compensation for work and/or material before starting construction. If such written
notification is not given or the Engineer is not afforded proper facilities by the Contractor for keeping strict
account of actual cost as defined herein, then the Contractor hereby agrees to waive the claim for extra
compensation. Such notice to the engineer and the fact that the Engineer has kept account of cost as
aforesaid, shall not in any way be construed as proving the validity of the claim, which must be passed
upon by the Council. In the event that the Council finds the claim to be just, it shall be allowed and paid
for as extra work as provided herein.
6. COMPLETION REPORT AND OBJECTIONS THERETO. Within ten (10) days after the
full completion of the work to be done under this contract, the Engineer shall make a written statement of
all the work done by the Contractor hereunder, stating the quantity of each item as found by him and
including a statement of all credits for extra work and all credits or debits for changes, alterations,
omissions, and defects, and shall forthwith deliver a copy of such statement to the Contractor. The
Contractor shall compare such statement with his own records and shall then, in writing, either approve
such statement or point out any claimed errors or omissions. If any of such claims are found correct, the
Engineer shall, within ten (10) days, prepare a new statement, a copy of which shall in like manner be
delivered unto the Contractor. The Engineer will not file a formal completion report with the City until the
Contractor has approved the same.
If the figures of the Engineer and the Contractor cannot be reconciled, or there is a difference of
opinion regarding some item or items, then such difference of opinion shall be submitted to arbitration as
hereinafter provided, and the decision of the arbitrator or arbitrators shall be final, and the Engineer shall,
within a period of five (5) days, file his completion report.
Before action by the City Council upon such completion report, the Contractor shall also file a
written statement of any claims he may have against the City, other than those shown by such completion
report, growing out of this contract or the work done hereunder. The City shall retain ten percent (10%) of
the amount due the Contractor on the completion report for a period of thirty (30) days. If no claims are
filed against the Contractor within thirty (30) days, the final ten percent (10%) shall then be paid to the
Contractor.
7. WAIVER. By the execution of this contract ,the Contractor agrees that any objections he
may have to the statement of the amount of work done hereunder included by the Engineer in this
completion report, and any claims of the Contractor against the City growing out of this contract and the
work done hereunder which are not stated in writing in the manner and within the time provided in
Article 6, Section E hereof, shall be waived, and no such claim shall thereafter be asserted against the
City.
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materials; or if he should fail to make prompt payment to Subcontractors or for materials or labor; or if he
should persistently disregard laws, ordinances, or the instructions of the Engineer; or if he should
otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the
certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any
other rights or remedy, and after giving the Contractor seven (7) days' written notice, terminate the
employment of the Contractor and take possession of the premises and of all materials, tools and
appliances thereon and finish the work by whatever method he may deem expedient. In such cases, the
Contractor shall not be entitled to receive any further payment until the work is finished.
If the unpaid balance of the contract price shall exceed the expenses of finishing the work,
including compensation for additional managerial and administration services, such excess shall be paid
to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the
difference to the City. The expense incurred by the City as herein provided and the damage incurred
through the Contractor's default shall be certified by the Engineer.
9. REMOVAL OF EQUIPMENT. In the case of annulment of this contract before
completion, from any cause whatsoever, the Contractor, if notified to do so by the City; shall promptly
remove any part or all of his equipment and supplies from the property of the City, failing which, the City
shall have the right to remove such equipment and supplies at the expense of the Contractor.
SECTION E - MEASUREMENTS AND PAYMENT
1. STANDARD OF MEASUREMENT. All work completed under the contract shall be
measured by the Engineer according to the United States standard measures.
2. SCOPE OF PAYMENTS. The Engineer's measurements of quantities shall be the basis
for final payment for the work performed under this Contract unless specified otherwise in the plans. After
the work is completed, the Engineer will make measurements and computations of the number of units of
each of the various items of work completed, and the Contractor will be paid for the actual amount of work
performed at the rates specified in his Proposal. Before final settlement is made, the Council may require
the Contractor to submit a list of all persons furnishing labor or materials, with evidence that such persons
have been paid in full. Payment shall be made in the manner set forth in official publications and Council
Proceedings relative thereto.
3. PAYMENT FOR EXTRA WORK. Such extra work as may have been ordered by the
Engineer and performed by the Contractor shall be compensated for as provided herein. If work is to be
done or materials are to be furnished by the Contractor which cannot properly be clasc,ified under unit
prices included in the Proposal, the Contractor shall be paid therefor the actual reasonable cost of the
labor and materials entering permanently in such work, plus fifteen percent (15%) of the :ost thereof. In
computing the labor cost on such extra work, the following items shall be included:
(a) Actual payroll expenditures for labor at the current rate therefor, and cost of materials.
(b) Pay of foreman and timekeepers for actual time required on the extra work.
(c) Liability insurance, prorated, for the extra work.
Labor cost items on extra work shall be furnished in duplicate by the Contractor to the Inspector
daily. The Inspector shall check the items, and if he finds them to be correct, he shall so certify on the
statement of cost, returning one copy to the Contractor and filing one copy with the Engineer.
The Engineer shall determine the cost of materials entering into extra work from the materials and
receipted freight bills for the same.
For any special machine, power tools, or equipment, including fuel and lubrcants, but not
including small hand tools, which may be deemed necessary or desirable to use, the Contractor shall be
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used, or any part thereof. If such prior use increases the cost of or delays the work, the Contractor shall
be entitled to such extra compensation or extension of time, or both, as the Engineer may determine.
2. WEATHER. During stormy or inclement weather, all work shall be suspended, except
such as can be done in an acceptable manner. Permission to work during freezing, stormy, or inclement
weather shall in no way be construed as a release of the Contractor's responsibility regarding the quality
of the finished work at such time.
3. SUNDAYS AND LEGAL HOLIDAYS. Except for such work as may be required in the
plans or to properly maintain or protect completed or partially completed construction or to maintain lights
and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the
Engineer.
4. DELAYS AND EXTENSION OF TIME. If the Contractor be delayed in the completion of
the work by an act of neglect of the City, or its employees; or by any other Contractor employed by the
City; or by changes ordered in the work; or by strikes, lockouts, fire, unusual delays in transportation,
unavoidable casualties, or any cause beyond the Contractor's control; or by delay authorized by the
Engineer pending arbitration; or by any cause which the Engineer shall decide justifies the delay, then the
time of completion shall be extended for such reasonable time as the Engineer may decide will
compensate for such delay.
No such extension shall be made for delay occurring more than thirty (30) days before claim
therefor is made in writing to the Engineer. In the case of a continuing cause of delay, only one claim is
necessary.
This article does not exclude the recovery of damages for delay by either party under provisions
in the contract documents.
5. TEMPORARY SUSPENSION OF WORK. The Engineer shall have authority to suspend
the work, wholly or in part, for such period or periods of time as he may deem necessary, due to
unsuitable weather or such other conditions as are considered unfavorable for the suitable prosecution of
the work, or for such time as is necessary due to the failure to the Contractor to carry out orders given or
to perform any or all provisions of the Contract.
6. NOTICES - HOW SERVED. Any notice to be given by the City to the Contractor under
this contract shall be deemed to be served if the same be delivered to the man in charge of any office
used by the Contractor or his foreman or agent at or near the work, or deposited in the post office,
postpaid, addressed to the Contractor at his last known place of business.
7. PROGRESS OF WORK. The progress of the work shall be such that, at the expiration of
one-fourth (1/4) of the contract period, one-eighth (1/8) of the work shall be completed; at the expiration of
one-half (1/2) of the contract period, three-eighths (3/8) of the work shall be completed; at the expiration
of three-fourths (3/4) of the contract period, the work shall be three-fourths (3/4) completed, and the
whole work shall be completed at the expiration of the contract period.
If, at any time the above schedule is not being maintained, the Council may give written notice to
the Contractor and his sureties that the specifications are not being complied with. Such notice shall
state what action on the part of the Contractor is required to bring the work within the requirements of the
specifications. If the Contractor fails, within ten (10) days, to proceed as directed in the said notice, then
the Council shall have authority to annul this contract without process or action at law and take over the
prosecution and completion of the work, as provided under the article covering City's right to terminate
contract.
8. CITY'S RIGHT TO TERMINATE CONTRACT. If the Contractor should be adjudged a
bankrupt; or if he should make a general assignment for the benefit of this creditor; or if a Receiver should
be appointed on account of his insolvency; or if he should persistently or repeatedly refuse or should fail,
except in cases for which extension of time is provided, to supply enough skilled workmen or proper
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Contractor. If the Contractor does not pay the expense of such removal within a reasonable time
thereafter, the City may, upon ten (10) days'written notice, sell such materials at auction or at private sale
and shall account for the net proceeds thereof, after deducting all the costs and expense that should have
been borne by the Contractor; or, if the net proceeds of such sale are insufficient to pay the expenses of
removal, the City may deduct the balance from any amounts due the Contractor.
9. MATERIALS, EQUIPMENT, APPLIANCES AND FACILITIES. Unless otherwise
stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light,
power, transportation, and other facilities necessary for the execution and completion of the work.
Materials shall be of the quality specified for each particular part of the work.
Whenever, in construction of the work or in the manufacture of any article of appliance necessary
for the construction or operation of the work, it is necessary to use any material that is not fully specified
in these specifications, it shall be of good quality and shall meet with the approval of the Engineer.
Any appliance that is necessary for the construction or operation of the work and is commonly
recognized as a part of the work, shall be furnished by the Contractor as part of the work, whether or not
it is specifically called for in the plans and specifications, and such appliance shall be of good quality and
standard make and shall meet with the approval of the Engineer.
10. MATERIAL SAMPLES. Before the contract is awarded, the bidder may be required to
furnish a statement of the origin, composition, and manufacture of any and all materials proposed for use
in the performance of the Contract, together with samples of the material. These samples will be
considered as representative and typical of the material to be obtained from any particular source.
11. CHARACTER OF WORKMEN AND EQUIPMENT. The Contractcr shall employ
competent and efficient workmen for every kind of work. Any person employed on the work who shall
refuse or neglect to obey the directions of the engineer or Inspector, or who shall be deemed incompetent
or disorderly, or who shall commit trespass upon public or private property in the vicinity cf the work, shall
be dismissed when the Engineer so orders, and shall not be re-employed unless express permission be
given by the Engineer. The Contractor shall, at all times, enforce discipline and good order among his
employees.
The methods, equipment, and appliances used on the work, and the labor employed, shall be
such as will produce a satisfactory quality of work and shall be adequate to complete the contract within
the specified time limit.
12. HIRING CITY EMPLOYEES. The Contractor shall not employ and hire any of the City's
employees without the permission of the Engineer.
13. LABOR. Local labor shall be given preferences so far as practicable.
14. THE CITY'S RIGHT TO DO WORK. If the Contractor should neglect to prosecute the
work properly or fail to perform any provision of this Contract, the City of Waterloo, after three (3) days'
written notice to the Contractor may, without prejudice to any other remedy he may have, make good
such deficiencies and may deduct the cost thereof from the payment then or thereafter due the
Contractor, provided, however, that the Engineer shall approve both such action and the amount charged
to the Contractor.
SECTION D -PROCEDURE AND PROGRESS
1. ORDER OF COMPLETION - USE OF COMPLETED PORTIONS. The Contractor shall
complete any portion or portions of the work in such order or time as the Engineer may require. The City
shall have the right to take possession of an use completed or partially completed portion of the work at
any time, but such taking possession and use shall not be deemed an acceptance of work so taken or
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In case of any dispute arising between the Inspector and the Contractor as to materials furnished
or the manner of performing the work, the Inspector shall have the authority to reject materials or suspend
the work until the question at issue can be referred to and decided by the Engineer. Inspectors are not
authorized to revoke, alter, enlarge, relax, or release any requirements of these specifications. The
Inspector shall, in no case, act as foreman or perform other duties for the Contractor or interfere with the
management of the work by the latter.
3. STATUS OF THE ENGINEER. The Engineer shall have general supervision and
direction of the work. He has authority to stop the work whenever such stoppage may be necessary to
insure the proper execution of the Contract. He shall also have authority to reject any work and/or
materials which do not conform to the specifications, to direct the application of forces to any portion of
the work as, in his judgment, is required, and to order the force increased or diminished, and to decide
questions which arise in the execution of the work.
4. ENGINEER'S DECISIONS. The Engineer shall, within a reasonable time, make
decisions on all claims of the Contractor and on all other matters relating to the execution and progress of
the work or the interpretation of the contract documents.
All such decisions of the Engineer shall be final except as to the element of time and financial
consideration involved, which, if no agreement in regard thereto is reached, shall be subject to arbitration.
5. STAKES AND INSTRUCTIONS. The Contractor shall provide reasonable and
necessary opportunities and facilities for setting stakes and making measurements. The Contractor shall
not furnish stakes or men to set them. He shall not proceed until he has received from the Engineer such
stakes and instructions as may be necessary to the progress of the work.
The Contractor shall carefully preserve benchmarks, reference points, and stakes, and in case of
willful or careless destruction, he shall be charged with the resulting extra expense and shall be
responsible for any mistakes that may be caused, by their loss or disturbance.
6. SUPERINTENDENCE. The Contractor shall keep on his work during its progress a
competent superintendent and any necessary assistants, all satisfactory to the Engineer. The
Superintendent shall not be changed except with the consent of the Engineer, unless the Superintendent
proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall
represent the Contractor in his absence, and all directions given to him shall be as binding as if given to
the Contractor. Important decisions shall be confirmed in writing to the Contractor. Other directions shall
be so confirmed on written request in each case.
The Contractor shall give efficient supervision to the work using his best skill and attention. He
shall carefully study and compare all drawings, specifications, and other instructions, and shall report at
once to the Engineer any error, inconsistency, or omission which he may discover.
7. REMOVAL OF UNAUTHORIZED WORK. Work done without lines and grade being
give, work done beyond lines shown on the plans or as given, except as herein provided, or any extra or
additional work done without authority, will be considered as unauthorized and at the expense of the
Contractor and will not be paid for under the provisions of the Contract. Work so done may be ordered
removed and replaced at the Contractor's expense.
8. REMOVAL OF DEFECTIVE MATERIALS OR WORK. The Contractor shall promptly
remove from the premises all materials condemned by the engineer as failing to conform to the Contract;
whether incorporated in the work or not, and the Contractor shall promptly replace and re-execute his
own work in accordance with the contract and without expense to the City, and shall bear the expense of
making good all work of other Contractors destroyed or damaged by such removal or replacement.
If the Contractor does not remove such condemned work and materials within a reasonable time,
fixed by written notice, the City may remove them and may store the material at the expense of the
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work, the Contractor shall follow the directions of the Engineer as to the place or places where work shall
be started or be carried on and the direction in which it shall be done.
13. SHANTIES AND BUILDINGS. Shanties or other buildings shall not be erected in or
upon any street, highway, or alley without permission of the Engineer. If such permission be granted, it
may be upon any reasonable terms prescribed by the person or body granting such permission.
14. SANITARY CONVENIENCES. The Contractor shall furnish the necessary sanitary
conveniences, properly secluded, for the laborers on the work, and these shall be mainta ned in a manner
that will be inoffensive to the public.
15. CLEANING UP. The Contractor shall, as directed by the Engineer, remove from the
City's property and from all public and private property, at his own expense, all temporary structures,
rubbish, and waste materials resulting from his operations before work can be considered completed.
The Contractor shall also renew or replace any and all fences, sidewalks, or other property damaged or
disturbed by his work.
16. OMISSION OF PARTS OF GENERAL SPECIFICATIONS. Parts of the General
Specifications deemed not to apply to some particular work may be omitted by special reference in other
parts of the contract documents.
SECTION C -CONTROL OF MATERIALS AND WORK
1. SUPERVISION AND INSPECTION. The Engineer shall have supervision of the
construction provided for in this Contract and shall decide any and all questions which may arise as to the
quality and acceptability of materials furnished, work performed, manner of performance, rate of progress
on the work, and all questions regarding the acceptable fulfillment of the terms of the Contract. Materials
and construction work shall, at all times, be subject to the inspection of the Engineer or his
representatives. The Contractor shall be held strictly to the true intent of these specifications as regards
the quality of materials, workmanship, and the diligent prosecution of the work.
The Engineer and his representatives shall, at all times, have access to the work wherever it is in
preparation of progress, and the Contractor shall provide proper facilities for such access and for
inspection.
If the specifications, the Engineer's instructions, law ordinances, or any public authority require
any work and/or materials to be especially tested or approved, the Contractor shall give the Engineer
timely notice of readiness for inspection. If the inspection is to be made by authority, other than the
Engineer, the Contractor shall notify the engineer of the date fixed for inspection. Inspections by the
Engineer will be promptly made and, where practicable, at the source of supply. If any work should be
covered up without the approval or consent of the Engineer, it must, if required by the Engineer, be
uncovered for examination at the Contractor's expense.
Re-examination of questioned work may be ordered by the Engineer, and, if so ordered, the work
must be uncovered by the Contractor. If such work be found in accordance with the Contract, the City
shall pay the cost of re-examination and replacement. If such work be found not in accordance with the
Contract, the Contractor shall pay such cost unless he shall show that the defect in the work was caused
by another Contractor, and, in that event, the City shall pay the cost.
2. AUTHORITIES AND DUTIES OF INSPECTORS. Inspectors may be stationed on the
work to report to the Engineer as to the progress of the work and the manner in which it is being
performed; also, to report whenever it appears that materials furnished and work performed by the
Contractor fail to fulfill the requirements of the specifications and Contract, and to direct the attention of
the Contractor to such failure or infringement; but such inspection shall not relieve the Contractor from
any obligations to furnish acceptable materials or to provide completed construction that is satisfactory in
every particular.
General Specifications GS-4 of 13 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
contract. No verbal agreement or conversation with any officer, agent, or employee of the City, either
before or after the execution of the Contract, shall affect or modify any of the terms or obligations herein
contained.
4. REPORTING ERRORS AND DISCREPANCIES. If the Contractor, in the course of the
work, finds any discrepancies between the plans and the physical conditions of the locality, or any errors
of omission in plans or in the layout as given by said stakes and instructions, it shall be his duty to inform
the Engineer immediately, in writing, and the Engineer shall promptly correct the same.
5. ALTERATION OR CORRECTION OF PLANS. The plans are made up from surveys
that are presumably correct and represent the foreseen construction requirements. Any modification of
the plans which may be required by the exigencies of the construction or any corrections made necessary
because of errors in the original surveys, will be made by the Engineer. Should corrections or
modifications of the plans or specifications require a different quality or class of work than that upon which
the unit prices in the Proposal are based, or if the modifications or corrections are required in parts of the
work partially completed and such modifications result in an increased cost to the Contractor, the amount
to be paid for work resulting from such changes shall be agreed upon in writing at the time the changes
are ordered and before the work is begun by the Contractor. No allowance will be made for anticipated
profits on work not performed.
6. CHANGES IN THE WORK. The City, without invalidating the contract, may order extra
work or make changes by altering, adding to, or deducting from the work, the contract sum being adjusted
by agreement or arbitration before such changed work is undertaken. All such work shall be executed
under the conditions of the original contract, except that any claim for extension of time caused thereby
shall be adjusted at the time of ordering such change.
7. INCREASED OR DECREASED QUANTITIES. The right is reserved without impairing
the contract, to order the performance of such work of a class not contemplated in the Proposal or to
increase or decrease the quantities as may be considered necessary to complete fully and satisfactorily
the work included in the contract. However, when the work is completed without change in the plans, and
the measured quantity of any item of work varies by more than twenty percent (20%) from the estimated
quantity specified in the contract, an adjustment in price may be made for such item of work by
agreement between the Engineer and the Contractor, subject to the approval of the City Council. Either
party to the contract may request such an adjustment.
8. LANDS AND RIGHT OF WAY. The City shall provide the lands upon which the work
under this contract is to be done, except that the Contractor shall provide land required for the erection of
temporary construction facilities and storage of his material, together with the right of access to same.
9. CITY WATER. The Contractor shall be allowed to use City Water but before any water is
used, he shall make application to the Waterloo Water Works for a temporary water connection from a fire
hydrant or by some other connection method. Water usage will be charged at the rate for temporary
water service. The rules, regulations, and water rates are available at the Waterloo Water Works offices
at 325 Sycamore Street or their telephone number is 319-232-6280.
10. RIGHTS OF VARIOUS INTERESTS. Whenever work being done by the City's forces or
by other Contractors is contiguous to work covered by this contract, the respective rights of the various
interests involved shall be established by the Engineer to secure the completion of the various portions of
the work in general harmony.
11. CLOSING STREETS TO TRAFFIC. The Engineer shall be the judge of how many
streets or parts of streets it is necessary for the Contractor to close at any time and may refuse to permit
the closing of additional streets until such of the work is finished and opened to traffic as he may direct.
12. OBSTRUCTION OF STREETS. The work is to be carried on in such manner as to
obstruct the streets, highways, and alleys as little as possible. The Contractor shall carry on the different
parts of the work so as to complete the whole, as nearly as practicable, at the same time. In doing the
General Specifications GS-3 of 13 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
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Subsurface Exploration Report
WAT 63 South Interior Sewer Design Waterloo, Iowa rerracon
August 6, 2021 Terracon Project No. 13205163
We appreciate the opportunity to be of service to you on this phase of your project If you have any
questions concerning this report, or if we may be of further service to you, please contact us.
Sincerely,
Terracon Consultants, Inc.
Gregory M. Decker, E.I. Jason P. Heinz, P.E
Staff Engineer Department Manager
Geotechnical Services
Cc: pdf via email- Client
1 - File
Attachments: Site Location
Exploration Plan
Logs of Borings(Borings 1 through 10)
Grain Size Distribution(12 pages)
General Notes
Unified Soil Classification System
Responsive Resourceful Reliable 4
Subsurface Exploration Report lierracon
WAT 63 South Interior Sewer Design Waterloo, Iowa
August 6, 2021 Terracon Project No. 13205163
Laboratory Testing
Terracon's project engineer reviewed the field logs and samples in our laboratory and assigned
laboratory tests to aid in classification of the strata encountered. Representative portions of
samples recovered from the borings were tested in our laboratory and included water content,
liquid and plastic limits, and particle size analyses. The project engineer classified the recovered
samples in our laboratory, in general accordance with the Unified Soil Classification System
(USCS). The boring logs attached to this report represent the engineer's interpretation of the
field logs and include modifications based on observation and testing of the samples in our
laboratory.
Descriptive classifications of the soils indicated on the boring logs are in general accordance
with the attached General Notes and the Unified Soil Classification System (ASTM D2487 and
ASTM D2488). Also shown are estimated Unified Soil Classification Symbols. A brief description
of this classification system is attached to this report. Soil classification was by visual manual
procedures. The preceding procedural standards are for reference to methodology in general.
In some cases, variations to methods are applied as a result of local practice or professional
judgment.
General Comments
The scope of services for this project does not include either specifically or by implication any
environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or
prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the
potential for such contamination or pollution, other studies should be undertaken.
This report has been prepared for the exclusive use of our client for specific application to the
project discussed and has been prepared in accordance with generally accepted geotechnical
engineering practices. This report does not reflect variations which may occur across the site.
The nature and extent of such variations may not become evident until construction. No
warranties, either express or implied, are intended or made.
Site characteristics, as provided, are for design by others and not to estimate excavation cost.
Any use of our report in that regard is done at the sole risk of the cost estimator as there may be
variations on the site that are not apparent in the data that could significantly impact
excavation/construction cost. Any parties charged with estimating excavation/construction costs
should seek their own site characterization for specific purposes to obtain the specific level of
detail necessary for costing. Site safety, and cost estimating including, excavation support and
dewatering requirements/design are the responsibility of others.
Responsive ResourcefulReliable 3
Subsurface Exploration Report ��rr
WAT 63 South Interior Sewer Design Waterloo, Iowa aco
August 6, 2021 Terracon Project No. 13205163
standard penetration resistance value (N). A CME automatic SPT hammer was used to advance
the split barrel sampler in the borings performed. The N-value was used to estimate the relative
density of coarse-grained/granular soils, and to a lesser extent, the consistency of fine-grained
soils. In the thin-walled tube sampling procedure, a thin-walled, seamless steel tube with a sharp
cutting edge was pushed hydraulically into the soil to obtain a relatively undisturbed sample.
An automatic hammer was used to drive the split barrel sampling spoon into the base of the
boreholes for this project. The percentage of theoretical potential energy transferred to the drilling
rod string and the split spoon using an automatic hammer is usually higher than a `safety' hammer
(i.e., a hammer raised and dropped using a `cathead' and rope)that is still used on some rotary drill
rigs. The energy measured for the hammer used for this project in 2021, is at least 80 percent of
the theoretical potential energy. The N-values shown on the boring logs can be considered Ns()
values. Conversion to N60 values may be made by using the following equation: N60 = (ER/60)*N,
where `ER' for the hammer equals 80, and `N' equals the N-value shown on the boring logs.
Further corrections/modifications to the N-values, such as modification to account for in-situ
effective stress and/or borehole size, may be prudent for use n geotechnical
calculations/correlations.
During the subsurface exploration, the exploration team prepared field logs for the borings. The
field logs included the exploration team's visual classifications of the materials recovered, and
their interpretation of the subsurface conditions between samples. The samples were tagged for
identification, containerized, and transported to our laboratory for further examination, testing, and
classification.
Groundwater Observations
During drilling and sampling, observations were made by our exploration team 'or the presence
and level of groundwater. At this time, groundwater was observed in Borings 2 through 10 at
depths of about 6 to 9 feet below existing grades. Groundwater was not observed in Boring 1.
Groundwater level observations made within granular soils are usually a reliable indication of
the current groundwater conditions. However, a relatively long period is necessary for a
groundwater level to develop and stabilize in a borehole within fine-grained soils due to the
relatively low `permeability' of fine-grained soils. Long-term observations in piezometers or
groundwater observation wells sealed from the influence of surface water would be required to
provide a better evaluation of groundwater levels along this project alignment, Fluctuations of
groundwater levels will occur due to seasonal variations in the amount of rainfall, runoff, and
other factors not evident at the time the borings were performed. In addition, perched (trapped)
groundwater can develop within granular seams and layers within less `permeable' soil/material.
Responsive s ucfl Reliable 2
lierracon
August 6, 2021
AECOM Technical Services, Inc.
500 SW 7th Street
Des Moines, Iowa 50309
Attn: Mr. Ross Hillsman, P.E.
P: (515) 323 7920
E: Ross.Hillsman@aecom.com
Re: Subsurface Exploration Report
WAT 63 South Interior Sewer Design
Iowa Highway 63 and Home Park Boulevard
Waterloo, Iowa
Terracon Project No. 13205163
Dear Mr. Hillsman:
Subsurface exploration for the proposed sanitary sewer installation has been completed in general
accordance with Terracon Proposal No P13205163 dated January 19, 2021. This report presents
the results of the requested subsurface exploration and laboratory soil testing services
performed for the sanitary sewer installation in Waterloo, Iowa. The purpose of Terracon's
services was to provide geotechnical data regarding subsurface soil and groundwater
conditions. The boring logs, particle size analyses, and Site Location and Exploration Plans are
attached to this report.
Field Exploration
As requested, ten (10) soil borings were performed along Highway 63 and the alley north of Home
Park Boulevard in Waterloo, Iowa. The boring locations were staked in the field by AECOM
personnel. The latitudes and longitudes at the boring locations were obtained by the exploration
team using a handheld GPS unit. Our GPS equipment has a horizontal accuracy of 20 feet or
better. Surface elevations at the boring locations were provided by AECOM personnel.
The soil borings were performed with a track-mounted, rotary drill rig using continuous flight,
hollow-stem augers and mud-rotary techniques. Sampling was performed using split-barrel and
thin-walled tube sampling procedures at intervals of 2.5 feet to depths of about 15 feet in the
borings and at intervals of 5 feet thereafter. In the split-barrel sampling procedure, the number of
blows required to advance a standard 2-inch O.D. split-barrel sampler the last 12 inches of the
typical total 18-inch penetration, by means of a hammer with a free fall of 30 inches, is the
Terracon Consultants, Inc. 3105 Capital Way, Suite 5 Cedar Falls, Iowa 50613
P (319) 277 4016 F (319) 277 4320 terracon,com
Environmental Facilities Geotechnical Materials
CHANGE ORDER NO.
Owner City of Waterloo Date
Project US Highway 63 Sanitary Sewer Upgrades-Phase I
Owner's Contract No. City Contract No.1037 Contractor
Date of Contract Start $
You are directed to make the following changes in the Contract Documents. Description:
Reason for Change Order:
CONTRACT PRICE CONTRACT TIMES (Calendar Days)
To substantial To final
completion completion
Original: $ Original Completion Date:
Previous CO's(ADD/DEDUCT): $ Previous CO's(ADD/DEDUCT):
This CO(ADD/DEDUCT): $ This CO(ADD/DEDUCT):
Contract Price with all REVISED:
approved Change Orders: $
Revised Completion Date:
It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s)
ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above,
there shall be no further time or dollar compensation as a result of this Change Order.
THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL
STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO.
APPROVED:
By:
OWNER(Authorized Signature) Date
ACCEPTED:
By:
CONTRACTOR(Authorized Signature) Date
AECOM, Inc.
60651387 /
Project Change
Number Order No.
Change Order Form Page Co-1
AECOM 60651387
APPENDIX
TABLE OF CONTENTS
1. Change Order Form
2. Soils Report
3. Davis-Bacon Wage Rates and Forms
A. Davis-Bacon Wage Rates
B. Form WH-347 Payroll and Certification
C. Form SF-1444 Request for Authorization of Additional
Classification and Rate
D. Form WH-321 Notice Poster
PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the WORK to be
performed thereunder or the SPECIFICATIONS accompanying the same shall in any wise affect its
obligation on this BOND, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS.
PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall
abridge the right of any beneficiary hereunder, whose claim may be unsatisfied.
IN WITNESS HEREOF, this instrument is executed in counte-parts, each one
(number)
of which shall be deemed an original, this the day of 20 .
ATTEST:
Principal
(Principal)Secretary
(SEAL) By _ (s)
(Address)
Witness as to Principal
(Address)
Surety
ATTEST: By
Attorney-in-Fact
Witness as to Surety (Address)
(Address)
NOTE: Date of BOND must not be prior to date of Contract.
If CONTRACTOR is Partnership, all partners should execute BOND.
If this project includes Federal Funds,the Awing applies to the payment bond:
IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most
current list (Circular 570 as amended) and be authorized to transact business in the State where the
project is located.
Payment Bond PB-2 of 2 US Hwy 63 Sanitary S,-wer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS: that
(Name of Contractor)
(Address of Contractor)
a
, hereinafter called Principal,
(Corporation, Partnership or Individual)
and,
(Name of Surety)
(Address of Surety)
hereinafter called Surety, are held and firmly bound unto
(Name of Owner)
(Address of Owner)
hereinafter called OWNER, in the penal sum of
Dollars ($ ) in lawful money of the United States, for the payment of which sum well and
truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these
presents.
THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain
contract with the OWNER, dated the day of , 20_, a copy of which
is hereto attached and made a part hereof for the construction of:
US HIGHWAY 63 SANITARY SEWER UPGRADES - PHASE I
CITY CONTRACT NO. 1037
WATERLOO, IOWA
NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms,
SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of
the WORK provided for in such contract, and any authorized extension or modification thereof, including
all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment
and tools, consumed or used in connection with the construction of such WORK, and all insurance
premiums on said WORK, and for all labor, performed in such WORK whether by SUBCONTRACTOR or
otherwise, then this obligation shall be void; otherwise to remain in full force and effect.
Payment Bond PB-1 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
If the Principal performs the Contract, then this bond shall be null and void; otherwise it snail remain in full
force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond.
Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or
neuter gender.
IN WITNESS WHEREOF, the undersigned Principal and Surety have executed this Performance Bond as of
PRINCIPAL SURETY
Name Name
By: By:
Title: Title:
[attach Power of Attorney]
NOTE: Date of BOND must not be prior to date of Contract.
If CONTRACTOR is Partnership, all partners should execute BOND.
If this project includes Federal Funds, the following applies to the payment bond.
IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most
current list (Circular 570 as amended) and be authorized to transact business in the State where the
project is located.
Performance Bond PFB-2 of 2 US Hwy 63 Sanitary S,wer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
That we, of
(the"Principal"), and of
(the"Surety"), are held and firmly bound unto the City of Waterloo, Iowa
(the"Obligee"), in the penal sum of
Dollars($ ), lawful money of the United States, for the payment of said sum in
connection with a contract(the"Contract") dated on or about for the
purpose of
. The Contract is incorporated herein by reference as though fully set forth herein.
Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the
Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the
essence, may promptly remedy the default, or shall promptly undertake to:
1. Complete the Contract in accordance with its terms and conditions; or
2. Obtain one or more bids for completing the Contract in accordance with its terms and
conditions, and upon determination by the Surety of the lowest responsible bidder, or
negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the
Surety jointly of the lowest responsible bidder, or negotiated proposal, arrange for a contract
between such party and the Obligee. The Surety will make available as work progresses
sufficient funds to pay the cost of completion less the balance of the Contract price. The
cost of completion includes responsibilities of the Principal for correction of defective work
and completion of the Contract, the Obligee's legal and design professional costs resulting
directly from the Principal's default, and liquidated damages or actual damages if no
liquidated damages are specified in the Contract. The term "balance of the Contract price"
means the total amount payable by the Obligee to the Principal under the Contract and any
amendments thereto, less the amount properly paid by the Obligee to the Principal; or
3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount
as soon as practicable.
In the event this bond is enforced, Principal and Surety agree to indemnify Obligee and hold Obligee
harmless from and against any and all costs of enforcement, including but not limited to reasonable attorneys'
fees and expenses.
Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent
to each and all of the following matters, without notice:
1. To any extension of time to the Contract in which to perform the Contract.
2. To any change 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 of any other contract shall be valid which limits to less than
one (1) year 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.
Performance Bond PFB-1 of 2 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
failure to clean up and remove the debris or put the street back in a proper condition for
travel.
PAR. 18 This contract is not divisible, but in the event of a conflict between this contract and the
various instruments incorporated by reference, this contract shall govern.
PAR. 19 Before the Contractor shall be entitled to receive final payment for work done under this
contract, it shall execute and file a bond in the penal sum of not less than 100% of the total
amount of the contract, same to be known as"Maintenance Bond," and which bond must be
approved by the City Council, and which bond is in addition to the bond given by the
Contractor to guarantee the completion of the work.
PAR. 20 The Contractor shall maintain all work done hereunder in good order for the period of two (2)
years from and after the date it is accepted by the Council of the City of Waterloo, Iowa.
Said maintenance shall be made without expense to the City or the abutting property. In the
event of the failure or default of the Contractor to remedy any or all defects appearing in said
work within a period of two (2) years from the date of its acceptance by said Council, and
after having been given ten (10) days notice so to do by registered letter deposited in the
United States Post Office in said town, addressed to said contractor at the address herein
given, then the City may proceed to remedy such defects. The costs and expenses thereof
to be recovered from the Contractor and the sureties on its maintenance bond by an action
brought in any court of competent jurisdiction.
PAR. 21 The Contractor shall give notice to said City by registered letter directed to the Mayor or City
Clerk/Auditor thereof not more than four (4) and not less than three (3) months prior to the
expiration of the term during which the Contractor is required to maintain said improvements,
in good repair by the terms of its Contract. The liability of the Contractor and of the sureties
on its bond for maintenance of the said improvements shall continue until three (3) months
after such notice has been given to the City, and, in any event, until two (2) years after the
acceptance of the work.
CITY OF WATERLOO, IOWA
Mayor
City Clerk
Contractor
BY:
Title:
Approved by the City Council of the City of Waterloo, Iowa, this day of , 2021.
ATTEST: , City Clerk
Waterloo, Iowa
Form Of Contract C-3 of 3 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
depression or barrier placed or dug by the defendant or its agents, in the doing of the work
herein contracted for, that it will defend said suit and save the City harmless therein, and in
case judgment is rendered against the City, the Contractor agrees to pay the same
promptly. The Contractor agrees to carry public liability insurance in a solvent company in a
sufficient amount to protect the City and those who use the streets of the C ty.
PAR. 9 The City shall have the right to appoint one or more construction reviewers who shall review
the progress of the work in detail; also, to make any test or any material to be used in such
work. No material shall be used in any work until the same has first been approved by the
construction reviewer. Such construction reviewer shall have full authority to pass judgment
upon all materials and upon the manner of doing the work, and their judgment on rejecting
any materials, substance, or manner of work shall be final unless it is revoked or modified by
the City Engineer.
PAR. 10 Any material, which has been rejected by the construction reviewer, shall be at once
removed from the line of work and shall not be again taken thereon or placed with the
material proposed to be used without the written consent of the City Engineer.
PAR. 11 The Contractor shall maintain no cause of action against the City on acca_ant of delays and
prosecution of work, but if said work is delayed by the City, the Contracto- shall have such
extra time for completion of the job as was lost by reason of the delay caused by the City.
PAR. 12 The Contractor agrees to pay punctually all just claims of labor, rraterial, men, or
subcontractors who shall perform labor or furnish materials entering into his improvement.
It is agreed that the City need not pay the Contractor until all such claims are paid by the
Contractor. It is agreed that the City shall not be liable for said labor, material, or men under
this contract.
PAR. 13 The Contractor agrees to furnish the City, simultaneously with this contract, a bond on a
form to be provided by the City in the amount provided by law as stated in the Notice to
Bidders, which shall be for the benefit of the City, and any and all persons injured by the
breach of any of the terms of this contract. Said bond shall be filed with the City Clerk and
shall be subject to the approval of the City Council, and is by reference made a part of this
contract.
PAR. 14 The Contractor agrees that should it abandon work under this contract or cease the
prosecution thereof for a period of thirty (30) consecutive days without reasonable cause,
and should it fail to proceed with said work within ten (10) days after a notice to continue or
carry it on has been mailed to it at the address given herein by the City, or after such notice
has been served on it, then the City may proceed to complete said work, using any material,
tools, or machinery found along said line of work, doing the work either by contract or as it
may elect, and the Contractor and the sureties on its bond shall be liable to the City for the
costs and expenses so paid out. Said costs shall be retained by the City from any
compensation due, or to become due the Contractor, and may be recovered by the City in
an action upon Contractor's bond.
PAR. 15 In consideration of the full compliance on the part of the Contractor with all the provisions,
stipulations, and conditions hereof, or contained in the various instruments made a part of
this contract by reference, and upon completion and acceptance of said work, the City
agrees to pay to the Contractor, in the manner set out in the Notice to Contractors, the
amount of money due the Contractor for work performed and accepted, at the unit prices set
out in the Contractor's proposal, which has been accepted by the City.
PAR. 16 The total amount of the contract, based on the Engineer's estimates of quantities and the
Contractor's unit bid prices, and for which 100% surety bond is required is
PAR. 17 After the completion of said work, the Contractor agrees to remove all deb-is and clean up
said streets, and to save the City harmless from any damage allegedly -esulting from a
Form Of Contract C-2 of 3 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
FORM OF CONTRACT
CONTRACT FOR THE CONSTRUCTION OF
US HIGHWAY 63 SANITARY SEWER UPGRADES -PHASE I
CITY OF WATERLOO, IOWA
CONTRACT NO. 1037
This contract made and entered into this day of , 20_, by
and between the City of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and
of Waterloo, Iowa, (hereinafter referred to as Contractor),
WITNESSETH:
PAR. 1 Contractor agrees to build and construct the US HIGHWAY 63 SANITARY SEWER
UPGRADES - PHASE I, CONTRACT NO. 1037 and furnish all necessary tools, equipment,
materials,and labor necessary to do all the work called for in the plans and specifications in
a workmanshiplike manner and for the prices set forth in Contractor's proposal, which was
accepted by the City, and which is understood and agreed to be a part of this contract.
PAR. 2 It is understood and agreed that the resolution adopted by the City Council ordering the
construction of the improvement, the Notice to Contractors as published, the Instruction to
Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council
Proceedings relating to this matter, and the Plans and Specifications shall all be considered
as forming a part of the contract the same as though they were each set out in said contract.
PAR. 3 The Contractor agrees to furnish at its own cost and expense, all necessary materials and
labor for said work and to construct said improvements in a thorough, substantial, and
workmanlike manner, and in strict accordance with the requirements of this contract, and of
the plans and specifications made a part hereof by reference, and to the satisfaction and
approval of the City and its engineer.
PAR. 4 The Contractor agrees to perform said work and install said improvements on the terms set
out in bid or proposal to the City which has been accepted by the City and which is by
reference made a part of this contract.
PAR. 5 The Contractor agrees to commence said work within ten (10) working days after receipt of
"Notice to Proceed" and complete it on or before November 18, 2022, unless an extension
of time is granted in writing by the Council of the City.
PAR. 6 Should the Contractor fail to complete said improvements in strict accordance with the terms
and conditions of this contract, or the plans and specifications therefor promptly by the date
herein specified, the City may pay such additional sums as it may be required to pay by
reason of the failure of said contractor and deduct any and all such sums from any amount
then due the Contractor.
PAR. 7 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa,
relating to the obstruction of streets and alleys, keeping open passage ways for water, traffic,
and protecting any excavations in any street or alley, and maintaining proper and sufficient
barricades with lights and signals during all hours of darkness, to see that the backfilling is
properly done, and agrees to keep the City whole and defend any and all suits that may be
brought against the City by reason of any injuries that may be sustained by any person or
property allegedly caused by the Contractor, or his agents, while work is done pursuant to
this agreement.
PAR. 8 The Contractor agrees that in the event a law suit is brought against the City for damages
allegedly sustained by reason of any act, omission or negligence of the Contractor or its
agents, or on account of any injuries allegedly sustained by reason of any obstruction, hole,
Form Of Contract C-1 of 3 US Hwy 63 Sanitary Sewer Upgrades Ph I
AECOM#60651387 Contract No. 1037 Waterloo, Iowa
BORING LOG NO. 1 Page 1 of 1
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
O LOCATION See ATTERBERG
O LL, o STRENGTH TEST LIMITS
J >0 > ~ o
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DEPTH ELEVATION(Ft.) -) o
U
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FILL-CLAYEY SAND,trace gravel,fine to
coarse grained,gray
— X 2-2-3
1
N=5 10.3
3.5 852
FILL-LEAN TO FAT CLAY,trace gravel,
—
dark gray brown•
3-4-5
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symbols and abbreviations.
upon completion. Elevations were provided by others.
0
2 WATER LEVEL OBSERVATIONS
z Boring Started:07-15-2021 Boring Completed:07-15-2021
o None observed in boring lrerracon Drill Rig:603 Driller:SZ
m
co
3105 Capital Way,Ste 5
1-
. Cedar Falls,IA Project No.:13205163
BORING LOG NO. 2 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
ATTERBERGI i
s 0 LOCATION See Ap,o,dt,c;t',aii o w >. STRENGTH TEST - LIMITS
W 0 H c �o
O O — w o v a
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DEPTH
ELEVATION(Ft.) O
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z j Boring backfilled with soil cuttings and bentonite chips Elevations were provided by others.
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J WATER LEVEL OBSERVATIONS Boring Started:07-15-2021 Boring Completed:07-15-2021
iierracon
z 7'observed while sampling
0 Drill Rig:603 Driller:SZ
m
u) 3105 Capital Way.Ste 5
= Cedar Falls,IA Project No.:13205163
BORING LOG NO. 2 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
ATTERBERGI
0 LOCATION See! xi,,),aii� rid,: J Z w o r STRENGTH TEST o LIMITS
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co Boring backfilled with soil cuttings and bentonite chips
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WATER LEVEL OBSERVATIONS
0 Boring Started:07-15-2021 Boring Completed:07-15-2021
7'observed while sampling et
lierraconO Rig:Ri :603 Driller:SZ
w 3105 Capital Way,Ste 5
t Cedar Falls,IA Project No.:13205163
BORING LOG NO. 3 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
o LOCATION See Exploration Plan z w } STRENGTH TEST o ATTERBERG
w o_ LIMITS
a
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Z Boring backfilled with soil cuttings and bentonite chips
upon completion. Elevations were provided by others. a
o' WATER LEVEL OBSERVATIONS 1
O Boring Started:07-15-2021 Boring Completed:07-15-2021
�
o''. 7'observed while sampling lierracon
Drill Rig:603 Driller:SZ 1
co
Co 3105 Capital Way.Ste 5
= Cedar Falls,IA Project No.:13205163
,
BORING LOG NO. 3 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
An RG
O LOCATION See wz Lo STRENGTH TEST o LIMITS
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O Abandonment Method: symbols and abbreviations.
Z Boring backfilled with soil cuttings and bentonite chips
o- upon completion. Elevations were provided by others.
o
WATER LEVEL OBSERVATIONS
o Boring Started:07-15-2021 Boring Completed:07-15-2021
7'observed while sampling lierracon
m Drill Rig:603 Driller:SZ
3105 Capital Way,Ste 5
F Cedar Falls,IA Project No.:13205163
BORING LOG NO. 4 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
LOCATION See Exploration Plan w z ww >- STRENGTH TEST_ A LIMITS
RG
w >Q >- >- c~i)u) �O w o
v Latitude:42.4838°Longitude:-92.3755° _ ~¢ W w H-I a w 1- o w z D 1-
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cc Surface Elev.:854.5(Ft.) o Q m .• LL CO w p p w
DEPTH ELEVATION(Ft.) -I ~ 0 U
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Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
a
Q
a
w`Advancement Method: See for a Notes:
Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
o used and additional data(If any).
F See 3pport'sng lnformatior for explanation of
O Abandonment Method: symbols and abbreviations.
z Boring backfilled with soil cuttings and bentonite chips
upon completion. Elevations were provided by others.
o WATER LEVEL OBSERVATIONS
Boring Started:07-15-2021 Boring Completed:07-15-2021
R = 6'observed while sampling lrerraco�
m Drill Rig:603 Driller:SZ
u) 3105 Capital Way,Ste 5
�
Cedar Falls,IA Project No.:13205163
BORING LOG NO. 4 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
ATTERBERG
0 LOCATION See pioiauorl Plan Z w o > STRENGTH TEST LIMITS
O w 0-
L. co cr)
Lu
Latitude:42.4838°Longitude:-92.3755° _ < w j f— o CL o LU w w i
d
w ww o OU �w �z �— LL PL PI
LU
Surface Elev.:854.5(Ft.) o <m Li_
a' w va-CC O °
DEPTH ELEVATION(Ft.) J o
0
LEAN CLAY(CL),with sand,gray,medium X N=4 (HI')
stiff to stiff(continued)
3
% 30— 18 N36 312
30.5 Seaf 2500(HP)
Boring Terminated at 30.5 Feet
L
>
a
L
3
L
7
D
L
3
7
3
a
a
n
3
L
3
1
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Y
Q
D
Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
n Advancement Method: See for a Notes:
1 Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
used and additional data(If any).
Q
See Supporting Informat, for explanation of
o Abandonment Method: symbols and abbreviations.
Boring backfilled with soil cuttings and bentonite chips
c7 upon completion. Elevations were provided by others.
9 WATER LEVEL OBSERVATIONS
Boring Started:07-15-2021 Boring Completed:07-15-2021
�._ 6'observed while sampling lierracon
m Drill Rig:603 Driller:SZ
n 3105 Capital Way.Ste 5
Cedar Falls,IA Project No.:13205163
BORING LOG NO. 5 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
0 LOCATION See Exploration Plan w Z Wa o } STRENGTH TEST ArLIMITSRG`
o
✓ Latitude:42.4827°Longitude:-92.3772° v o ~Lu w L1J 1- O�N Wa _F ,- w Z z
D 1-
Q w� O �w 0= , wz N z Qz Ct- LL-PL-PI
0 Surface Elev.:854.0(Ft.) o Q m Q ,�—� Q w 11 w" F p o w
DEPTH ELEVATION(Ft.) J ~ O U
FILL-TOPSOIL
—
,,,,1.5 852.5
L 2.0 FILL-CONCRETE RUBBLE 852 _
FILL-SANDY LEAN CLAY,trace gravel, - 3 30-50/6 10.0
dark brown and gray
N
co
F
05— 8 N12 13.9
W
g ..
a _
1
W F
Q ,. 7.5 846.5 10 0-0-2 22.2
1 v r/. CLAYEY SAND(SC),trace gravel,fine to — X N=2 14.6
o coarse grained,gray,loose to medium dense
Q
W - .. • 10— 355 12 N=10 14.9
o
a" 11.0 843
—
SAND(SP-SC),with clay,trace gravel,fine to
0 coarse grained,reddish brown,medium dense —mF
° ' to dense 12 6-7-7166
°> N=14° _d;
S ° . . 5-6-11
o °
15— 1° N=17 18.0
J D °p
W
°°,, —
o'°
Z' °
(3' —
O
H
°° 12 13-18-12 17.1
o. e°- 20— X N=30
-• i,'21.0 833 —
Q ,," •' LEAN CLAY(CL),with sand,trace gravel,
gray,medium stiff —
J Z _
U`
a,
_ x
O ,,
LL 12 1-1-2 2000 26.9 38-16-22
0 25—
W
a Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
et
a
W --
u) Advancement Method: See for a Notes:
Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
o
Q used and additional data(If any).
J
> See upporting Information for explanation of
o Abandonment Method: symbols and abbreviations.
Boring backfilled with soil cuttings and bentonite chips
upon completion. Elevations were provided by others.
2 WATER LEVEL OBSERVATIONS
0 • Boring Started:07-15-2021 Boring Completed:07-15-2021
S 8'observed while sampling lierraco
�
m Drill Rig:603 Driller:SZ
U) 3105 Capital Way,Ste 5
T Cedar Falls,IA Project No.:13205163
BORING LOG NO. 5 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
BE
o LOCATION See \pi xan;on Play, w z Lu > STRENGTH TEST — Ar LIMITSRG
U Latitude:42.4827°Longitude:-92.3772° v < ~ w I--1 .- a o f Z z
a
Q w� a O �w 0= wEln. z Qz �C7 LL-PL-PI
Surface Elev.:854.0(Ft.) o <m w Q w F O o
U
DEPTH ELEVATION(Ft.) I- 00
' LEAN CLAY(CL),with sand,trace gravel, X N=3 (Hh)
/
//ll'
gray,medium stiff(continued)
1-1-2
30— 16 N=3
• 26.5
•.30.5 823.5
a Boring Terminated at 30.5 Feet 1500(HP)
w
Q
0
z
0
U.
a/^
0 f
wi
0s
CO
0
0
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0
2
LO
O
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J,
0
z
0.
0
J
H
0
Q
cn
0
0
H
0
0
w`
0
Q
Z
0
0.
0
LL`
0
Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
a
w
(1) Advancement Method: See for a Notes:
Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
used and additional data(If any).
See>upportinq Informatk" for explanation of
o Abandonment Method: symbols and abbreviations.
Boring backfilled with soil cuttings and bentonite chips
z upon completion. Elevations were provided by others.
WATER LEVEL OBSERVATIONS
o0 a Boring Started:07-15-2021 Boring Completed:07-15-2021
_ 8'observed while sampling rerracon
co
Drill Rig:603 Driller:SZ
3105 Capital Way,Ste 5
Cedar Falls,IA Project No.:13205163
BORING LOG NO. 6 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
o LOCATION See ,;,,ration Plan w z a O >- STRENGTH TEST o AT L LIMITS
O a
U Latitude:42.4808°Longitude:-92.3804° _ Q w w 1--1 0- a W F o w Z DI-
1
p_ w� a p ow oo_ it al CD-,y z QH )-� LL-PL-PI
w F-w U w = �w c �z
rY Surface Elev.:859.0(Ft.) o <m Q LLI a: Q w 0-c" cc 0 o w
DEPTH ELEVATION(Ft.) o N J ~ o U
U
FILL-TOPSOIL
1.0 858 —
FILL-LEAN CLAY,with sand,trace
organics,dark brown and brown — X 2-2-3
10 N=5 32.5
N /3.5 855.5LEAN CLAY(CL),trace sand,light brown,1- soft _ 10 34.7
W / N12
F-
�, 500(HP),% 6.0 853 — �,,
w ' trace sand,light brown
� �%; SILTY CLAY(CL-ML),
Q // ' and gray, medium stiff — 1-1-2
Q j' 16 N=3 44.9
z'/, J — \ 1000(HP) i
o ;
w 1-1-1 1000
6 0— 12 N=2 (HP) 45.8
,
a- ,`r',' ;11.0 848 _
w °e 4^ SAND(SP-SC),with gravel and clay,fine to
uee;
0 oe•. c9i coarse grained,brown to light brown,medium — 6-7-7
Y,°e dense X10 N=14 17.4
w ae° d,
2 ° °e'J'4,
p >e•du —
_ °; 7-6-5 15.5
o ° X12
°e°it, 5— N=11
in e e 9
J>°•y,
w e "i. —
e
o °ee 4q
0 °° P?; —
e;.
9 e e:.rd
e(4A
e _
Q ae6 4:-A
f 4,
2 e e'°'' 12 10-11-10 15.5
r
o `° °>° 20— X N=21 ed,,.
wP e,e,e,
oe
•�'a q
wl,
d •eao;f y; —
cc °�' 22.5 836.5
zj SANDY LEAN CLAY(CL),trace gravel, —
c�///7/
brown,medium stiff
v/io _ x
R� 25— 6 3-3-3 24.5
o
c
I, Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
rr t
Q
a€
ru
Advancement Method: See for a Notes:
Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
I I-, used and additional data(If any).
Q p
>a See Supporting informati,_= for explanation of
o Abandonment Method: symbols and abbreviations.
z Boring backfilled with soil cuttings and bentonite chips
-) upon completion. Elevations were provided by others.
0
of
WATER LEVEL OBSERVATIONS
U a Boring Started:07-15-2021 Boring Completed:0 -1
Z. 6'observed while sampling erracon
o( 5-2021
Drill Rig:603 Driller:SZ
m„
3105 Capital Way,Ste 5
Cedar Falls,IA Project No.:13205163
BORING LOG NO. 6 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
i SITE: Highway 63
Waterloo, IA
c7 LOCATION See i.-xploratior;Far: z w o > STRENGTH TEST o ATTERBERG
w a LIMITS
Latitude:42.4808°Longitude:-92.3804° o ~ w cn
1- a F o w Z z
w� w > o� aa_ wzw Z ¢� >-c=7 LL-PL-PI
o_ Lij
Surface Elev.:859.0(Ft.) o ¢m a CO w H v ~ 3 0 0 w
DEPTH ELEVATION(Ft.) O H O U
26.0 833 _
CLAYEY SAND(SC),trace gravel,fine to
coarse grained,gray,medium dense _
4-
-14
• • 30.5 828.5
30— A14 N620 17.4
a Boring Terminated at 30.5 Feet
w
H
Q
H
Q
0
z
0
J
Q
a
a
w
H
a_
a
w
Li
0
CO
a
4
a
uJ t
2
0
M
w
O
U
0
H
CC
Q
2
co
0
w
0
H
a
0
a
w
a
Q
a
0
0
a
a
w
Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
a
Q
a
Advancement Method: See for a Notes:
Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
used and additional data(If any).
See Supporting Inforrnath for explanation of
z Abandonment Method: symbols and abbreviations.
Boring backfilled with soil cuttings and bentonite chips
upon completion. Elevations were provided by others.
WATER LEVEL OBSERVATIONS
Boring Started:07-15-2021 Boring Completed:07-15-2021
6'observed while sampling lrerraco
m Drill Rig:603 Driller:SZ
co 3105 Capital Way,Ste 5
Cedar Falls,IA Project No.:13205163
BORING LOG NO. 7 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
0 LOCATION See i xpioratron Plan J z w c STRENGTH TEST Q ATTERBERG;
O w o o- v LIMITS
Lt Li co co
in a
U Latitude:42.4790°Longitude:-92.3834° IS) it w O-. a o w z H
11 H w� 0_ O _Iw 0= ~ =w 4-_-, z ¢~ c0 LL-PL-PI
¢ 0_
0 Surface Elev.:859.5(Ft.) o <co Q LU I= co W 0-r v .7c
Oa in
DEPTH ELEVATION(Ft.) O J ~ O0
U
FILL-TOPSOIL
1.0 858.5 —
FILL-SANDY LEAN CLAY,trace gravel and
organics,dark brown and gray — X 3-4-5
10 N=9 20.3
N
c
o 5— 12 N3 7 21.9
u.i
a 5160 853.5 — X
W SAND(SP-SC),with clay,trace gravel,fine to
• eee� coarse grained,light brown,loose to medium _
o boed, dense 6 15.7
zb —
Oi,
Q'e
H 5-4-3
12 17.4
..0;
10—
N=7
a b'
J ro
°e
—
8 5-5-5 20.4
ma
N=10
a
w;b
—
5-7-13
7,` 15— X10 N=20 18.3
.o
b°e` 16.0 843.5 —
�� SAND(SP-SC),with gravel and clay,fine to
w> ese
coarse grained,light brown,dense —
y
00
Cie —
J • sA
o e
=
° 0 18-25-25
co;a e 20— X N=50
o;
Fcs • °;21.5 838
a'' LEAN TO FAT CLAY(CLICH),with sand, —
< light brown and gray,medium stiff to stiff
z, .04 _
o
�. "� — -- 2-2-3
L` 25— >( 16 23.8
o,
Q Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
ix
w'Advancement Method: See for a Notes:
▪ Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
0
7 used and additional data(If any).
See ..pportinq Informatin,for explanation of
O Abandonment Method: symbols and abbreviations.
z Boring backfilled with soil cuttings and bentonite chips
w• upon completion. Elevations were provided by others.
o WATER LEVEL OBSERVATIONS
O Boring Started:07-15-2021 Boring Completed:07-15-2021
E'_� '_.... 6'observed while sampling lierracon
m Drill Rig:603 Driller:SZ
co 3105 Capital Way.Ste 5
= Cedar Falls,IA Project No.:13205163
BORING LOG NO. 7 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
ATTERBERG
O LOCATION See Exploration Han w z ww o > STRENGTH TEST \ LIMITS
>O (/) ccw I_
v Latitude:42.4790°Longitude:-92.3834° Q w w H <N a -H w z DH-
_ ct > CI cn U v ~W =
w iw-w a ww 0= H Ww Q �z �0 LL-PL-PI
Surface Elev.:859.5(Ft.) o m Q Q w v 0a in
DEPTH ELEVATION(Ft.) O —I I— O U
LEAN TO FAT CLAY(CL/CH),with sand, N=5
light brown and gray,medium stiff to stiff _ 1500(HP)
(continued)
°° —
333
;,,1 30.5 829
30— X N=6 27.4
s Boring Terminated at 30.5 Feet 2500(HP)
W
H
0
zI
0
0
W
H
w
0
CC
a.
a
w
0
x
co
c
0
z
O
J
H
2
cn
W
0
a
w
cc
z_
S
0
2
0
a
W
Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
a
w
co Advancement Method: See for a Notes:
oSolid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
a used and additional data(If any).
H See Stupr.,orting inform:9h- for explanation of
z Abandonment Method: symbols and abbreviations.
z Boring backfilled with soil cuttings and bentonite chips
upon completion. Elevations were provided by others.
WATER LEVEL OBSERVATIONS
O Boring Started:07-15-2021 Boring Completed:07-15-2021
�_ 6'observed while sampling I !rrac:c:)rh1
0 Drill Rig:603 Driller:SZ
cn 3105 Capital Way,Ste 5
Cedar Falls,IA Project No.:13205163
BORING LOG NO. 8 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
ATTERBERG`
0 LOCATION See irxpioration Plan Z w O > STRENGTH TEST — LIMITS
o U 1— o_ — o S'
a
Latitude:42.4780°Longitude:-92.3847° = J< w > o�' } w w _
tL 224,
< w �w rz UO _Iw 0= , mow= a �z CC- LL-PL-PI
0 Surface Elev.:858.5(Ft.) o <m Q L < w 2 I- 0
DEPTH ELEVATION(Ft.) O J ~ O U
0
FILL-TOPSOIL
1.0 857.5 —
FILL-SANDY LEAN CLAY,trace gravel,
brown,gray,and dark brown — 3-3-3
12 N=6 24.8
—
o 5— 10 N1-2 23.5
W
d "6.0 852.5
L., • SANDY LEAN CLAY(CL),with sand layers,
F a•./ trace gravel,gray brown,very soft — 1-1-1
o 6 N=2 <500 26.7
z''• d8.5 850
CLAYEY SAND(SC),trace gravel,fine to
••.' coarse grained,brown,loose 1 8 0— 3-3-36
12.3
.'F
• •..• :,11.0 847.5 _
w :•.'• , SAND(SP-SC),with clay,trace gravel,fine to
medium grained,light brown,medium dense _ 5-7-7
m X12 N=14 17.5
w
...... /. 15— 14 8-6-7—
17.1
0
—J /
20— X =
14 N$16 18.8
w :• _
J '•
rr
. . , _ x
° ::•:=. 16 7-8-10 17.8
w .: . 25—
o
aStratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
Lu
Advancement Method: See for a Notes:
Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
J
used and additional data(If any).
1--
See :;,ncortir3g Informatic for explanation of
o Abandonment Method: symbols and abbreviations.
Z Boring backfilled with soil cuttings and bentonite chips
`n upon completion. Elevations were provided by others.
WATER LEVEL OBSERVATIONS Boring Started:07-15-2021 Boring Completed:07-15-2021
8'observed while sampling iierraca
�
m Drill Rig:603 Driller:SZ
w 3105 Capital Way.Ste 5
= Cedar Falls.IA Project No.:13205163
BORING LOG NO. 8 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
o LOCATION See Exploration Han w z a } STRENGTH TEST o ATTERBERG
LIMITS
_-) Latitude:42.4780°Longitude:-92.3847° o ~ w H-1 O�N a cc
Lt
F o w Z z
Q w w a ww O= Ctwe Q X- LL-PL-PI
Surface Elev.:858.5(Ft.) o Q m Q w Q w c-cc cc O UJ
DEPTH ELEVATION(Ft.) O J 1— O0
L.)
SAND(SP-SC),with clay,trace gravel,fine to X N=1 i3
j; medium grained,light brown,medium dense
(continued)
N i
ao , •// i
16 6-7-7
17.6
30— X N=14
/
z
i
O :•/,'33.5 825
SILT(ML),with sand,gray,soft
O •. 35.5 823
35— X18 N5 25.9
Boring Terminated at 35.5 Feet
O
O
0
0
CL
O
a.
O
O
u_
LL
0
Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
a
w
co Advancement Method: See for a Notes:
.Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
used and additional data(If any).
See for explanation of
O Abandonment Method: symbols and abbreviations.
Boring backfilled with soil cuttings and bentonite chips
0upon completion. Elevations were provided by others.
WATER LEVEL OBSERVATIONS
c9 Boring Started:07-15-2021 Boring Completed:07-15-2021
o 8'observed while sampling lierracon
m Drill Rig:603 Driller:SZ
3105 Capital Way,Ste 5
Cedar Falls,IA Project No.:13205163
BORING LOG NO. 9 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
0 LOCATION See r_xploratscn Plan J Z w o } STRENGTH TEST o ATTERBERG
O W z a_ 1— x v LIMITS
a
U Latitude:42.4768°Longitude:-92.3866° v CU Q ~ w LL_ O�N d U>—, o w z 5 H
awu_ O ow a it W z a_ a O zN � ctg LL-PL-PI
W Surface Elev.:863.5(Ft.) a <m Q U- Q w O o
DEPTH ELEVATION(Ft.) O O cn U
0
x FILL-TOPSOIL
1.0 862.5 —
FILL-SANDY LEAN CLAY,with zones of
sand,trace gravel,gray and dark brown —
x 12 N=4 13.3
—
6'
00 —
�
A' S— 8 N2 3 16.2
w
Q• ,
6.0 857.5 _ V
CLAYEY SAND(SC),trace gravel,fine to
coarse grained,gray,very loose —
10 N'2 14.5
z —
.
Q •
rr •• •:•
9.0 854.5
SANDY LEAN CLAY/CLAYEY SAND
1-1-2
(CUSC),trace gravel,gray,soft to medium 10— X3 N=3 18.8
• stiff/loose
m • — 0-1-1
• • 15 N=2 20.3
1 5_ 10 N12 20.7
Z ,
O .•18.5 845
J
lE 0°oa SAND(SP-SC),with clay,trace gravel,fine to _
< o coarse grained,light brown,medium dense 3-5-5
0 0 20— 1 N=10 15.3
it
—
e c
- x4-6-5
16 17.5
o 25—
W,
a Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
ix
Q
a_
111
Advancement Method: See for a Notes:
`� Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
o J used and additional data(If any).
Q
> See t pportin g Information for explanation of
;
O Abandonment Method: symbols and abbreviations.
z Boring backfilled with soil cuttings and bentonite chips
co upon completion. Elevations were provided by others.
o
WATER LEVEL OBSERVATIONS
O Boring Started:07-15-2021 Boring Completed:07-15-2021
K =_ 6'observed while sampling lierracon
Om Drill Rig:603 Driller:SZ
<n 3105 Capital Way.Ste 5
= Cedar Falls.IA Project No.:13205163
BORING LOG NO. 9 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA 1
SITE: Highway 63 i
Waterloo, IA
1 J LOCATION See Exploratio: Plan w 0 ww _ > STRENGTH TEST o ATTERBERG1
LIMITS
>_ >. >- co co w �'-- I—Q I
o Latitude:42.4768°Longitude:-92.3866°I _ _I Q w w I-I— 0 a (F ,, w z D t-
Q w� a O �w 0= , wz N Z Q, c2 LL-PL-PI t
w 1—w 0 w o w- a �z
0 Surface Elev.:863.5(Ft.) a ¢m Q w 7 co w 2 O p w
Ct U
DEPTH ELEVATION(Ft.) O ~ 0 cn
° SAND(SP-SC),with clay,trace gravel,fine to X N=11 1
coarse grained,light brown,medium dense _
(continued)
° 12-8-9
30— 14 N=17 58.3
w —
° °
a ^
zI° — t
o °
• ° ° t
IX e ° _ I
14 N 10 16.2
a °°°° 35.5 828
35—
> Boring Terminated at 35.5 Feet
w i
J
o
m I
m a I
O 1
co
m
0
a
I
_,
w t
z i
th
o t
Q 1
m
m
o 1
o
a
w
ct
_,
Q 1
z
O 3
W
m 1
w t
I— Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic Q
Q
a
w Advancement Method: See for a Notes:
oSolid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures 1
used and additional data(If any).
a
See Supporting In#ormat;; for explanation of
o Abandonment Method: symbols and abbreviations.
z Boring backfilled with soil cuttings and bentonite chips k
O upon completion. Elevations were provided by others.
0
WATER LEVEL OBSERVATIONS Boring Started:07-15-2021 Boring Completed:07-15-2021
2 Q 6'observed while sampling lierracon
m Drill Rig:603 Driller:SZ
m 3105 Capital Way,Ste 5
T Cedar Falls,IA Project No.:13205163
BORING LOG NO. 10 Page 1 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
E0LOCATION See Exploration Plan w z > STRENGTH TEST ATTE\RBSRG
O t
v
n
_U Latitude:42.4737°Longitude:-92.3899° v -1 Q ~ w H-I O-N wa -I o w z Z
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U DEPTH ELEVATION(Ft.) O X J ~ 0U U) cn U 3
'',`�`n FILL-TOPSOIL
1.0 857.5 _
, FILL-SANDY LEAN CLAY,trace gravel,
, dark brown and gray — X 4-5-4
12 N=9 19.4
to >4.0 854.5
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o FILL-LEAN CLAY,trace sand,dark gray 2-3-4
0 X
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7 29.8
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o Vie° %%/ brown,medium dense to dense _
m °° 10 6-10-10 17.0
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Q I Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
aj
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U x Advancement Method: See for a Notes:
1 Solid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
o tused and additional data(If any).
Q
F See >�:pporting Information for explanation of
O i Abandonment Method: symbols and abbreviations.
Z Boring backfilled with soil cuttings and bentonite chips
° upon completion. Elevations were provided by others.
O1 i
1 WATER LEVEL OBSERVATIONS
Boring Started:07-15-2021 Boring Completed:07-15-2021
a. .. 9'observed while sampling lierraco�
o t Drill Rig:603 Driller:SZ
m
c 3105 Capital Way.Ste 5
T Cedar Falls,IA Project No.:13205163
BORING LOG NO. 10 Page 2 of 2
PROJECT: WAT 63 South Interior Sewer Design CLIENT: AECOM Technical Services Inc
(#60651387) Des Moines, IA
SITE: Highway 63
Waterloo, IA
CD LOCATION See Explora.,u,,}-'iar Z aw } STRENGTH TEST o ATTERBERG
LIMITS
U Latitude:42.4737°Longitude:-92.3899° I Q ~ w a o w Z z
a_ 0_ wcc a O �w 0= Wu,y z Qz c2 LL-PL-PI
0 Surface Elev.:858.5(Ft.) o Q m Q Q w ~ 0 o
DEPTH ELEVATION(Ft.) J ~ 0
SAND(SP-SC),with clay,trace gravel, N=2U
eee% brown,medium dense to dense(continued)
pO
O
F fib°
°° 14-
30— X 14 N=6-2 40 4 12.4
cue°
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Boring Terminated at 30.5 Feet
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Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic
rr
a
co Advancement Method: See r a Notes:
oSolid stem auger to 4 feet,then mud-rotary description of field and laboratory procedures
Q used and additional data(If any).
See Supporting Informal, for explanation of
o Abandonment Method: symbols and abbreviations.
Z Boring backfilled with soil cuttings and bentonite chips
upon completion. Elevations were provided by others.
0
WATER LEVEL OBSERVATIONS Boring Started:07-15-2021 Boring Completed:07-15-2021
�_ 9'observed while sampling lierracon0
Drill Rig:603 Driller:SZ
3105 Capital Way.Ste 5
Cedar Falls,IA Project No.:13205163
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 1 3/4 1/23/8 3 4 6 810 14 16 20 30 40 50 60 100 140 200
100 1 1 I ' I I I 10
95
90 10
85
80 20
75 •
70 30
65 •
60 • 40-a
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N
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co COBBLES GRAVEL SAND SILT OR CLAY
D coarse I fine coarse medium I fine
di
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?• BORING ID DEPTH %COBBLES %GRAVEL %SAND %SILT %FINES %CLAY USCS
c
o'• 1 11.5-13 0.0 3.2 90.8 0.3 5.7 SP-SC
cc
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0 Sieve %Finer Sieve %Finer Sieve %Finer
I. SAND,with clay,trace gavel,fine to coarse
0.416 ! 3/8" 99.48
o D60 grained,light brown(SF-SC)
Sc_ D30 0.201 #4 96.84 -
O ; #8 92.24
a Dio 0.098 #10 89.95
ce i #16 84.78
a 30 72.69 REMARKS
COEFFICIENTS #50 48.75
LL #100 16.18 ••
.,x .,, #200 6.01
> - Cc _I 0.99 i
o i CU 4.22 j I
Lu
n PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
Design(#60651387) rracon o
Q SITE: Highway 63 3105 Capital Way,Ste 5 r CLIENT: AECOM Technical Services Inc
mWaterloo, IA Cedar Falls,IA Des Moines, IA
Q
J ..
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 1 3/4 1/23/8 3 1 6 10 1416 20 30 40 50 60 100 140 200
100 I I I I I 1 I I I I 0
95
90 ' 10
85
80 20
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65 - .
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Q
o 1• 2 11.5-13 0.0 0.0 20.1 29.8 50.0 CL-ML
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_ GRAIN SIZE SOIL DESCRIPTION
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� 0 Sieve %Finer Sieve %Finer Sieve %Finer
o #4 100.0 •'SILTY CLAY,with sand,gray and brown
o D60 0.016 #4 , 100.0 --
x D30 1! #10 99.96 '(CL ML)
#16 99.04
Q• D1u #30 94.44 i 1
�, #50 86.78
w #100 81.05 REMARKS
COEFFICIENTS #200 79.87
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W PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
} Design(#60651387) llerracon
,_
it SITE: Highway 63 3105 Capital Way,Ste 5 CLIENT: AECOM Technical Services Inc
mo Waterloo, IA Cedar Falls,IA Des Moines, IA
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
4 2 1 1/2,. 3 6 10 16 30 50 100 200
6 3 1.5 3/4 4 8 14 20 40 60 140 0
.
100 I I I I I II I 1 I I
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Z BORING ID DEPTH %COBBLES %GRAVEL %SAND %SILT %FINES %CLAY USCS
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O
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2 Dso 0.352
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w D3 0.186 #8 96.7
a I'' #10 95.15
a . D10 0.08 #16 90.89
cc #30 81.22 - s
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3: M1' s"-
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Q -..v.a I
n PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
Design(#60651387)
✓ lerracon
0
SITE: Highway 63 3105 Capital Way,Ste 5 CLIENT: AECOM Technical Services Inc
°m Waterloo, IA CC
Cedar Falls,IA Des Moines, IA
Q
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GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 1 3/4 1/2- 3 4 6 810 14 16 20 30 40 50 60 100 140 200
100 I I I 17 1—!—i--i I I I 0
95 •
90 I 10
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• D60 0.245 3/8" 100.0 , I_.._...
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a #10 98.7
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Q ____ _ _
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0 PROJECT: WAT 63 South Interior Sewer '. PROJECT NUMBER: 13205163
UJ
} Design(#60651387) 1 I !rracor1
0
g SITE: Highway 63 3105 Capital way,Ste 5 CLIENT: AECOM Technical Services Inc
m Waterloo, IA Cedar Falis,IA Des Moines, IA
a`
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
4 2 1 1/2 3 6 10 16 30 50 100 200
6 3 1.5 3/4 3/8 4 8 14 20 40 60 140 100 I I 1 1 I I I I I I I 0
•
•
95 • •
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0
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o #50 91.79
" D10 j #100 80.98
Q #200 77.57
CI 1 - ' REMARKS
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PROJECT: WAT 63 South Interior Sewer I PROJECT NUMBER: 13205163
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o Waterloo, IA Cedar Falls,IA Des Moines, IA
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GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 1 3/4 1/23/8 3 4 6 810 1416 20 30 40 50 60 100140200
100 I I I i I I I I I I I I 0
1
95 .
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6 ri,._ 5 19-20.5 0.0 4.6 83.7 3.1 8.6 SP-SC
F
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1/2" 100.0
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D30 0.147 1 #4 95.4
o #8 88.23
a Dio 0.04 #10 85.89 _
rx #16 81.64
a #30 76.81 REMARKS
COEFFICIENTS �1 #50 62.8
1_ #100 ' 30.47 •
_._ ,) #200 11.73
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Design(#60651387) Ierrccr'1
cc
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Iv Waterloo, IA Cedar Falls,iA
c Des Moines, IA
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
4 2 1 1/2, 3 6 10 16 30 50 100 200
6 3 1.5 3/4 14 20 40 60 140 0
100 I I I I I I I I I
95 . • •
90 10
85
80 20
75 . •
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♦ 5 24-25.5 0.0 0.1 20.1 33.8 45.9 CL
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LL D30 i #8 99.85
w i #10 99.84
Dl0 j #16 99.73
1 #30 98.54 � °. s
a _.� i #50 92.64 �_ REMARKS .,. '`��., ��EL
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i PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
} Design(#60651387) 1 !rracon 1-- .,..........7
o
Lt SITE: Highway 63 3105 Capital Way,Ste 5 . CLIENT: AECOM Technical Services Inc
o Waterloo, IA Cedar Falls,IA Des Moines, IA
m
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES 1 U.S.SIEVE NUMBERS I HYDROMETER
4 2 1 1/2 3 6 10 16 30 50 100 200
6 3 1.5 3/4 3/8 4 8 14 20 40 60 140
100 I - 1 I I 1 1 I1 I I 1 i I I I 0
95
90 , 10
85
80 - 20
75
70 30
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6 ••, 6 19-20.5 0.0 20.3 68.5 3.0 8.1 SP-SC
_,
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`—' • Sieve %Finer Sieve %Finer Sieve %Finer
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o _D60 1.001 ` 31 100.090 0 '
0 ,grained,brown to light brown(SP-SC)
L_. D30 0.189 1/2" 90.93 __�
D10 0.031 3/8" 87.69 I
#4 79.65
Q #86 71.658 r.._
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up W PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
Design(#60651387) 1 !rra coi
0
• SITE: Highway 63 3105 Capital Way,Ste 5 CLIENT: AECOM Technical Services Inc
o Waterloo, IA Cedar Falls,IA Des Moines, IA
J
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
6 4 3 2 1.5 1 .,4 1/23/8 3 4 6 810 14 16 20 30 40 50 60 100 140 200
100 I I I . I I I I I III I I I °
95
90 10
85
80 20
75 °
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70 ° 30
65 • .
60 40-o
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wcoarse fine I coarse I medium 1 fine
N
z BORING ID DEPTH %COBBLES %GRAVEL %SAND %SILT %FINES %CLAY USCS
o O 7 14-15.5 0.0 12.1 81.0 0.2 6.7 SP-SC
as
c
Q
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' GRAIN SIZE ,, tt ~ TM ,
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c Sieve %Finer Sieve %Finer Sieve %Finer
+♦ SAND,with clay,trace gravel,fine to coarse
O 3/4" 100.0
o Dfi0 0.442 1/2„ 94 73 I grained,light brown SP-SC
u- D30 0.183 i
#4 87.87
F D10 0.087 i #8 82.87
cc #10 81.47 i1
a ,, , ,.,., #16 76.09 REMARKS
+
w COEFFICIENTS #30 66.46
#50 51.78 I 0
0 • K, „„--,„„,,,,,,,.2,,,,....,,,,,,„,,,,, #100 21.24
Cc 0.87 #200 6.82
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ufil PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
Design(#60651387) lerracon0
,_,
SITE: Highway 63 3105 Capital Way,Ste 5 CLIENT: AECOM Technical Services Inc
m Waterloo, IA Cedar Falls,IA Des Moines, IA
a
J
GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
4 2 1 1/2 3 6 10 16 30 50 100 200
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co W PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
oDesign(#60651387) Ierracon ,,
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o Waterloo, IA Cedar Falls,IA Des Moines, IA
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GRAIN SIZE DISTRIBUTION
ASTM D422/ASTM C136
U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER
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W PROJECT: WAT 63 South Interior Sewer PROJECT NUMBER: 13205163
Design(#60651387) I !rraccn i,'
0
g SITE: Highway 63 3105 Capital Way,Ste 5 CLIENT: AECOM Technical Services Inc
o Waterloo, IA Cedar Falls,IA Des Moines, IA
J
GENERAL NOTES lierracon
DESCRIPTION OF SYMBOLS AND ABBREVIATIONS
WAT 63 South Interior Sewer Design(#60651387) Waterloo,IA GeoReport
Terracon Project No.13205163
SAMPLING WATER LEVEL FIELD TESTS
N Standard Penetration Test
V Water Initially Resistance(Blows/Ft.)
Encountered
Shelby V w Water Level After a (HP) Hand Penetrometer
Tube I� Split Spoon Specified Period of Time
/ \ - Water Level After (T) Torvane
a Specified Period of Time
an uInntered y(DCP) Dynamic Cone Penetrometer
"'i- E
Water levels indicated on the soil boring logs are UC Unconfined Compressive
the levels measured in the borehole at the times Strength
indicated. Groundwater level variations will occur
over time. In low permeability soils, accurate (pID) Photo-Ionization Detector
determination of groundwater levels is not
possible with short term water level
observations. (OVA) Organic Vapor Analyzer
DESCRIPTIVE SOIL CLASSIFICATION
Soil classification as noted on the soil boring logs is based Unified Soil Classification System. Where sufficient laboratory
data exist to classify the soils consistent with ASTM D2487 "Classification of Soils for Engineering Purposes"this
procedure is used. ASTM D2488"Description and Identification of Soils (Visual-Manual Procedure)" is also used to
classify the soils, particularly where insufficient laboratory data exist to classify the soils in accordance with ASTM D2487.
In addition to USCS classification, coarse grained soils are classified on the basis of their in-place relative density, and
fine-grained soils are classified on the basis of their consistency. See"Strength Terms"table below for details. The ASTM
standards noted above are for reference to methodology in general. In some cases, variations to methods are applied as a
result of local practice or professional judgment.
i —
LOCATION AND ELEVATION NOTES
Exploration point locations as shown on the Exploration Plan and as noted on the soil boring logs in the form of Latitude
and Longitude are approximate. See Exploration and Testing Procedures in the report for the methods used to locate the
exploration points for this project. Surface elevation data annotated with +/-indicates that no actual topographical survey
was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from
topographic maps of the area,
STRENGTH TERMS
RELATIVE DENSITY OF COARSE-GRAINED SOILS CONSISTENCY OF FINE-GRAINED SOILS
(50%or more passing the No.200 sieve.)
(More than 50%retained on No.200sieve.) Consistency determined by laboratory shear strength testing,field visual-manual 1
Density determined by Standard Penetration Resistance procedures or standard penetration resistance
Descriptive Term Standard Penetration or Descriptive Term Unconfined Compressive Strength Standard Penetration or
(Density) N-Value (Consistency) Qu,(tsf) N-Value
Blows/Ft. Blows/Ft.
Very Loose 0-3 Very Soft less than 0.25 0-1
Loose 4-9 Soft 0.25 to 0.50 2-4
Medium Dense 10-29 Medium Stiff 0.50 to 1.00 4-8
Dense 30-50 Stiff 1.00 to 2.00 8-15
Very Dense >50 Very Stiff 2.00 to 4.00 15-30
Hard >4.00 >30
RELEVANCE OF SOIL BORING LOG
The soil boring logs contained within this document are intended for application to the project as described in this
document. Use of these soil boring logs for any other purpose may not be appropriate.
lierracon
UNIFIED SOIL CLASSIFICATION SYSTEM
GeoReport
Soil Classification
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests Group Group Name
Symbol
Clean Gravels: Cu>_4 and 1 <_Cc<_3 F GW Well-graded gravel F
`
Gravels: Less than 5%fines' Cu<4 and/or[Cc<1 or Cc>3.0]e GP Poorly graded gravel
More than 50%of
coarse fraction Fines classify as ML or MH GM Silt ravel
retained on No.4 sieve Gravels with Fines: Y 9
Coarse-Grained Soils: More than 12%fines Fines classify as CL or CH GC Clayey gravel
More than 50%retained
on No.200 sieve Clean Sands: Cu>_6 and 1 <_Cc<_3 SW Well-graded sand
Sands: Less than 5%fines Cu<6 and/or[Cc<1 or Cc>3.0]E SP Poorly graded sand i
50%or more of coarse
fraction passes No.4 Sands with Fines: Fines classify as ML or MH SM Silty sand G,H,I
sieve �
More than 12%fines Fines classify as CL or CH SC Clayey sand G,H,I
PI>7 and plots on or above"A" CL Lean clay K,L,M
Inorganic:
Silts and Clays: PI<4 or plots below"A"line ML Silt •L,M
Liquid limit less than 50 Liquid limit-oven dried Organic clay K,L,M,N
Fine-Grained Soils: Organic: <0.75 OL
50%or more passes the Liquid limit-not dried Organic silt K,L,M,o
PI plots on or above"A"line CH Fat clay K,L,M
No.200 sieve Inorganic:
Silts and Clays: PI plots below"A"line MH Elastic Silt K,L,M
Liquid limit 50 or more Liquid limit-oven dried Organic clay K,L,M,P
Organic: <0.75 OH g
Liquid limit-not dried Organic silt K,L,M,a
Highly organic soils: Primarily organic matter,dark in color,and organic odor PT Peat
_
Based on the material passing the 3-inch(75-mm)sieve. H If fines are organic,add"with organic fines"to group name.
If field sample contained cobbles or boulders,or both,add"with cobbles 1 If soil contains>_15%gravel,add"with gravel"to group name.
or boulders,or both"to group name. , If Atterberg limits plot in shaded area,soil is a CL-ML,silty clay.
Gravels with 5 to 12%fines require dual symbols: GW-GM well-graded K If soil contains 15 to 29%plus No.200,add"with sand"or"with
gravel with silt,GW-GC well-graded gravel with clay,GP-GM poorly gravel,"whichever is predominant.
graded gravel with silt,GP-GC poorly graded gravel with clay.
I u 12% L If soil contains>_30%plus No.200 predominantly sand,add
Sands with 5 to fines require dual symbols: SW-SM well-graded "sandy"to group name.
sand with silt,SW-SC well-graded sand with clay,SP-SM poorly graded
sand with silt,SP-SC poorly graded sand with clay. If soil contains>_30%plus No.200,predominantly gravel,add
2 "gravelly"to group name.
(D30) H PI>_4 and plots on or above"A"line.
l E Cu=D6o/D,o Cc= GPI<4 or plots below"A"line.
D10 X D60 P PI plots on or above"A"line.
F If soil contains>_15%sand,add"with sand"to group name. GPI plots below"A"line.
1
G If fines classify as CL-ML,use dual symbol GC-GM,or SC-SM.
60 d ._
For classification of fine-grained ,,
soils and fine-grained fraction
50 of coarse-grained soils y� f, \t�, 1
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REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066
SERVICE CONTRACT
ADDITIONAL CLASSIFICATION AND RATE — CONSTRUCTION CONTRACT Expiration Date: 4/30/2022
aperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork
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IUADRUPLICATE,TO THE CONTRACTING OFFICER.
TO: 2.FROM:(REPORTING OFFICE)
ADMINISTRATOR,
WAGE AND HOUR DIVISION
U.S.DEPARTMENT OF LABOR
WASHINGTON,DC 20210
.CONTRACTOR 4.DATE OF REQL,EST
CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9.DA-E OPTION EXERCISED(If
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INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QU=.STION BY THE WAGE
AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
(Send 3 copies to the Department of Labor)
>IGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMI TED
JTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013)
REVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066
SERVICE CONTRACT
ADDITIONAL CLASSIFICATION AND RATE CONSTRUCTION CONTRACT Expiration Date: 4/30/2022
Paperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork
Reduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number.
The OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts, and answer the
questions.Send only comments relating to our time estimate,including suggestions for reducing this burden, or any other aspects of this collection of
information to: U.S.General Services Administration, Regulatory Secretariat Division(M1V1CB), 1800 F Street, NW,Washington, DC 20405.
INSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16, KEEP A PENDING COPY,AND SUBMIT THE REQUEST, IN
QUADRUPLICATE,TO THE CONTRACTING OFFICER.
1.TO: 2.FROM:(REPORTING OFFICE)
ADMINISTRATOR,
WAGE AND HOUR DIVISION
U.S.DEPARTMENT OF LABOR
WASHINGTON,DC 20210
3.CONTRACTOR 4.DATE OF REQUEST
5.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9.DATE OPTION EXERCISED(If
BIDDING) STARTED APPLICABLE)(SERVICE
CONTRACT ONLY)
10.SUBCONTRACTOR(IF ANY)
11. PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED)
12. LOCATION(CITY,COUNTY,AND STATE)
13.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION
NUMBER: DATED:
a.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS
(Use reverse or attach additional sheets;if necessary)
14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
(IF ANY)
16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13
U AGREE n DISAGREE
TO BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR
STANDARDS) OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS))
THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE
INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE
AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
(Send 3 copies to the Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED
AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013)
PREVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066
n SERVICE CONTRACT
ADDITIONAL CLASSIFICATION AND RATE ❑ CONSTRUCTION CONTRACT Expiration Date: 4/30/2022
'aperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork
;eduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number.
'he OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts,and answer the
uestions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of
iformation to:U.S.General Services Administration, Regulatory Secretariat Division(M1V1CB), 1800 F Street, NW,Washington,DC 20405.
NSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16,KEEP A PENDING COPY,AND SUBMIT THE REQUEST, IN
)UADRUPLICATE,TO THE CONTRACTING OFFICER.
.TO: 2.FROM:(REPORTING OFFICE)
ADMINISTRATOR,
WAGE AND HOUR DIVISION
U.S.DEPARTMENT OF LABOR
WASHINGTON,DC 20210
.CONTRACTOR 4.DATE OF REQUEST
.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9.DATE OPTION EXERCISED(If
BIDDING) STARTED APPLICABLE)(SERVICE
CONTRACT ONLY)
0.SUBCONTRACTOR(IF ANY)
1.PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED)
2. LOCATION(CITY,COUNTY,AND STATE)
3.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION
NUMBER: DATED:
1.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c FRINGE BENEFITS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS
(Use reverse or attach additional sheets,if necessary)
4.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
(IF ANY)
6.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13.
❑ AGREE n DISAGREE
ro BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR
STANDARDS)OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS))
THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE
u INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
❑
THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE
AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
(Send 3 copies to the Department of Labor)
iGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED
UTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013)
REVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066
SERVICE CONTRACT
ADDITIONAL CLASSIFICATION AND RATE CONSTRUCTION CONTRACT Expiration Date: 4/30/2022
Paperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork
Reduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number.
The OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts, and answer the
questions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of
information to: U.S.General Services Administration, Regulatory Secretariat Division(M1V1CB), 1800 F Street, NW,Washington, DC 20405.
INSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16, KEEP A PENDING COPY,AND SUBMIT THE REQUEST, IN
QUADRUPLICATE,TO THE CONTRACTING OFFICER.
1.TO: 2.FROM:(REPORTING OFFICE)
ADMINISTRATOR,
WAGE AND HOUR DIVISION
U.S.DEPARTMENT OF LABOR
WASHINGTON,DC 20210
3.CONTRACTOR 4.DATE OF REQUEST
5.CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9.DATE OPTION EXERCISED(If
BIDDING) STARTED APPLICABLE)(SERVICE
CONTRACT ONLY)
10.SUBCONTRACTOR(IF ANY)
11. PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED)
12. LOCATION(CITY,COUNTY,AND STATE)
13.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION
NUMBER: DATED:
a.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS
(Use reverse or attach additional sheets,if necessary)
14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
(IF ANY)
16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13.
AGREE DISAGREE
TO BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR
STANDARDS) OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS))
THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE
u INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE
AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
(Send 3 copies to the Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED
AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013)1
PREVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX OMB Control Number: 9000-0066
SERVICE CONTRACT
ADDITIONAL CLASSIFICATION AND RATE I CONSTRUCTION CONTRACT Expiration Date: 4/30/2022
'aperwork Reduction Act Statement-This information collection meets the requirements of 44 U.S.C.§3507,as amended by section 2 of the Paperwork
:eduction Act of 1995.You do not need to answer these questions unless we display a valid Office of Management and Budget(OMB)control number.
.he OMB control number for this collection is 9000-0066.We estimate that it will take.5 hours to read the instructions,gather the facts,and answer the
uestions.Send only comments relating to our time estimate,including suggestions for reducing this burden,or any other aspects of this collection of
iformation to:U.S.General Services Administration,Regulatory Secretariat Division(M1V1CB), 1800 F Street, NW,Washington,DC 20405.
VSTRUCTIONS:THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16,KEEP A PENDING COPY,AND SUBMIT THE REQUEST, IN
)UADRUPLICATE,TO THE CONTRACTING OFFICER.
.TO: 2.FROM:(REPORTING OFFICE)
ADMINISTRATOR,
WAGE AND HOUR DIVISION
U.S.DEPARTMENT OF LABOR
WASHINGTON,DC 20210
.CONTRACTOR 4.DATE OF REQUEST
CONTRACT NUMBER 6.DATE BID OPENED(SEALED 7.DATE OF AWARD 8.DATE CONTRACT WORK 9.DATE OPTION EXERCISED(If
BIDDING) STARTED APPLICABLE)(SERVICE
CONTRACT ONLY)
0.SUBCONTRACTOR(IF ANY)
1.PROJECT AND DESCRIPTION OF WORK(ATTACH ADDITIONAL SHEET IF NEEDED)
2.LOCATION(CITY,COUNTY,AND STATE)
3.IN ORDER TO COMPLETE THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,IT IS NECESSARY TO ESTABLISH THE FOLLOWING RATE(S)FOR THE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION
NUMBER: DATED:
1.LIST IN ORDER:PROPOSED CLASSIFICATION TITLE(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c FRINGE BENEFITS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(Service contracts only) PAYMENTS
(Use reverse or attach additional sheets,if necessary)
14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE 15.SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
(IF ANY)
16.SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13.
Li AGREE ❑DISAGREE
ro BE COMPLETED BY CONTRACTING OFFICER(CHECK AS APPROPRIATE-SEE FAR 22.1019(SERVICE CONTRACT LABOR
STANDARDS)OR FAR 22.406-3(CONSTRUCTION WAGE RATE REQUIREMENTS))
Ti THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION.AVAILABLE
INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
❑
THE INTERESTED PARTIES CANNOT AGREE ON THE PROPOSED CLASSIFICATION AND WAGE RATE.A DETERMINATION OF THE QUESTION BY THE WAGE
AND HOUR DIVISION IS THEREFORE REQUESTED.AVAILABLE INFORMATION AND RECOMMENDATIONS ARE ATTACHED.
(Send 3 copies to the Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE NUMBER DATE SUBMITTED
,UTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 1444(REV.4/2013)
'REVIOUS EDITION IS USABLE Prescribed by GSA-FAR(48 CFR)53.222(f)
EMPLOYEE RIGHTS
UNDER THE DAvis.BACON ACT
fOR LABORERS AND MECHANICS
EMPLOYED ON fEDERAL OR fEDERALLY
ASSISTED CONSTRUCTIONPROjECTS
THE UNITED STATES DEPARTMENT OF LABOR WAGEAND HOUR DIVISION
PREVAILING You must be paid not less than the wage rate listed in the Davis-Bacon
WAGES Wage Decision posted with this Notice for the work you perform.
OVERTIME You must be paid not less than one and one-half times your basic
rate of pay for all hours worked over 40 in a work week. There are few
exceptions.
ENFORCEMENT Contract payments can be withheld to ensure workers receive wages
and overtime pay due, and liquidated damages may apply if overtime
pay requirements are not met. Davis-Bacon contract clauses allow
contract termination and debarment of contractors from future federal
contracts for up to three years. A contractor who falsifies certified
payroll records or induces wage kickbacks may be subject to civil or
criminal prosecution, fines and/or imprisonment.
APPRENTICES Apprentice rates apply only to apprentices properly registered under
approved Federal or State apprenticeship programs.
PROPER PAY If you do not receive proper pay, or require further information on the
applicable wages, contact the Contracting Officer listed below:
or contact the U.S. Department of Labor's Wage and Hour Division.
For additional information:
1 -866-4-US WA
MHO
(1-866-487-9243) TTY: 1-877-889-5627 us.Wage and Hour Division
WWWUWAGEHOURIDOLIGOV
U.S.Department of Labor I Employment Standards Administration I Wage and Hour Division
WH 1321(Revised April 2009)