HomeMy WebLinkAboutPROJECT PLAN A:COM
FY 2020 Sanitary Sewer Gatewell Repairs
City of Waterloo, Iowa
City Contract No. 951
AECOM #60549334
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
March 2020
s
FY 2020 Sanitary Sewer Gatewell Repairs
City of Waterloo, Iowa
City Contract No. 951
Prepared For:
City of Waterloo, Iowa
Prepared By:
AECOM
March 2020
„,,,t+"i'"`""'".1t„ I hereby certify that this engineering document was prepared by me or
`\'OFESS10 1'"� 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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HILLSMAN
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ROSS A. HILLSMAN, PE ate
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License No. 12985
My license renewal date is December 31, 2021.
Pages or sheets covered by this seal:
All Pages
FY 2020 SANITARY SEWER GATEWELL REPAIRS
CITY CONTRACT NO. 951
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 1-33
4. FORM OF BID OR PROPOSAL FB 1-3
5. SALES TAX EXEMPTION INFORMATION FORM STE 1
6. FORM OF BID BOND BB 1
7. NON-COLLUSION AFFIDAVITS NCA 1-2
8. EQUAL OPPORTUNITY CLAUSE EOC 1-2
9. TITLE VI CIVIL RIGHTS TVI 1
10. BIDDER STATUS FORM BSF-1-2
11. AFFIRMATIVE ACTION PROGRAM 1-8
12. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION M 1
SUBCONTRACTOR'S BID REQUEST FORM, M 3
LETTER FORM FOR SUBCONTRACTOR QUOTES, M 4
MBE/WBE SCOPE LETTER, M 5
MBE AND/OR WBE PREBID CONTACT INFORMATION FORM M 7-8
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 1-5
The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction,
Series of 2015, plus the applicable General Supplemental Specifications and the 2020 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 2020 edition of
SUDAS.
Any specifications that supersede the Iowa DOT, SUDAS and City of Waterloo Specifications are listed in
the Special Provisions.
TECHNICALS
Section 01 11 18 Summary of Work 01 11 18-1 to 01 11 18-4
Section 01 14 14 Control of Work 01 14 14-1 to 01 14 14-4
Section 01 22 13 Measurement and Payment 01 22 13-1 to 01 22 13-10
Section 01 33 10 Submittals 01 33 10-1 to 01 33 10-8
Section 01 45 50 Testing Laboratory Services 01 45 50-1 to 01 45 50-2
Section 01 45 51 Testing 01 45 51-1 to 01 45 51-2
Section 01 50 00 Temporary Facilities 01 50 00-1 to 01 50 00-4
Section 01 50 10 Temporary Construction Facilities and Utilities 01 50 10-1 to 01 50 10-2
Section 01 57 00 Protection of Environment 01 57 00-1 to 01 57 00-3
Section 01 60 10 Material and Equipment 01 60 10-1 to 01 60 10-8
Section 01 66 10 Delivery, Storage and Handling 01 66 10-1 to 01 66 10-4
Section 01 78 23 Operation and Maintenance Data 01 78 23-1 to 01 78 23-14
Section 01 78 39 Project Record Documents 01 78 39-1 to 01 78 39-2
Section 02 41 00 Demolition 02 41 00-1 to 02 41 00-2
Section 03 30 00 Cast in Place Concrete 03 30 00-1 to 03 30 00-14 --
Section 03 61 10 Patching Mortar 03 61 10-1 to 03 61 10-2
Section 03 62 00 Nonshrink Grout 03 62 00-1 to 03 62 00-8
Section 05 52 00 Aluminum Railings 05 52 00-1 to 05 52 00-4
Section 08 31 13 Access Doors and Frames 08 31 13-1 to 08 31 13-4
Section 29 60 00 Temporary Wastewater Bypass System 29 60 00-1 to 29 60 00-8
Section 31 23 19 Dewatering 31 23 19-1 to 31 23 19-4
Section 33 05 13 Precast Concrete Gatewells 33 05 13-1 to 33 05 13-2
Section 40 05 31 Manually Actuated Valves 40 05 31-1 to 40 05 31-4
Section 40 05 62 FRP Sluice Gates 40 05 62-1 to 40 05 62-10
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
FLOOD CONTINGENCY PLAN
DAVIS-BACON WAGE RATES AND FORMS:
DAVIS BACON WAGE RATES
FORM WH-347 PAYROLL AND CERTIFICATIONS _
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
FY 2020 SANITARY SEWER GATEWELL REPAIRS
In the City of Waterloo, Iowa
CONTRACT NO. 951
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 2nd day of April , 2020 , until 1:00 p.m. for the construction of the FY
2020 SANITARY SEWER GATEWELL REPAIRS, CONTRACT NO. 951, as described in detail in the
plans and specifications now on file in the Office of the City Clerk.
OPENING OF BIDS
All proposals received will be opened in the First Floor Conference Room at City Hall, in the City of
Waterloo, Iowa, on the 2nd day of April , 2020 , 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.
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, April 6 , said hearing to be held in the Harold E. Getty Council Chambers in City
Hall in said City.
SCOPE OF WORK
The extent of the work involved is the rehabilitation, replacement or abandonment of gatewells and/or
valve wells along the City's flood control systems.
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
October 1, 2021.
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#6623033 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.
NOTICE TO BIDDERS CONTRACT NO. 951 NB 1 of 4
AECOM #60549334 FY 2020 Sanitary Sewer :aatewell Repairs
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.
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
NOTICE TO BIDDERS CONTRACT NO. 951 NB 2 of 4
AECOM #60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 Council 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,
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.
NOTICE TO BIDDERS CONTRACT NO. 951 NB 3 of 4
AECOM #60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 CONTRACT NO. 951 NB 4 of 4
AECOM #60549334 FY 2020 Sanitary Sewer Gatewell Repairs
NOTICE OF PUBLIC HEARING
On Proposed Plans, Specifications, Form of Contract,
And Estimate of Cost
for the
FY 2020 SANITARY SEWER GATEWELL REPAIRS
CONTRACT NO. 951
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 2nd day of April 2020 , until 1:00 p.m. for the construction of the FY
2020 SANITARY SEWER GATEWELL REPAIRS, CONTRACT NO. 951 as described in detail in the
plans and specifications now on file in the Office of the City Clerk.
OPENING OF BIDS
All proposals received will be opened in the First Floor Conference Room at City Hall, in the City of
Waterloo, Iowa, on the 2nd day of April , 2020 , until 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.
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 6th day of April , 2020 , 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 NOTICE TO BIDDERS can be viewed at the following locations:
1) City of Waterloo web site: http:flci.waterloo.ia.usl
2) Plan Rooms:
Master Builders of Iowa
221 Park Street, PO Box 695
Des Moines, IA 50303
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:lidodgeprojects.construction.coml
Reed Const. Data Lead web site: http:f/www.cmdgroup.comlproiect-leads/
NOTICE OF PUBLIC HEARING CONTRACT NO.951 NPH-1 of 2
AECOM #60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS
SCOPE OF WORK
The extent of the work involved is the rehabilitation, replacement or abandonment of gatewells and/or _
valve wells along the City's flood control systems.
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 , 20
CITY OF WATERLOO, IOWA _
BY:
Kelley Felchle
City Clerk
NOTICE OF PUBLIC HEARING CONTRACT NO.951 NPH•2 of 2
AECOM #60549334 FY 2020 SANITARY SEWER GATEWELL REPAIRS
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 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,
INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-1 of 10
AECOM#605493334 FY 2020 Sanitary Sewer Gatewell Repairs
the total amount of each item shall be computed at the unit prices bid for the quantities
given on the Bid Form and stated in figures in the blank space provided.
If the bidder chooses to submit the unit prices, total bid price, and total bid on a
computer-generated spreadsheet, all numbers shall be easily legible.
f. Any changes or alterations made in the Bid Form, or any addition thereto, may cause the
rejection of the bid. No bid will be considered which contains a clause in which the
contractor reserves the right to accept or reject a contract awarded him by the 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 CONTRACT NO.951 IB-2 of 10
AECOM#605493334 FY 2020 Sanitary Sewer Gatewell Repairs
7. 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 bond, 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.
8. COLLUSIVE AGREEMENTS
a. Each bidder submitting a bid shall execute and include with the bid, a Non-Collusion
Affidavit in the form herein provided, to the effect that he as not colluded with any other
person, firm, or corporation in regard to any bid submitted.
b. Each bidder submitting a bid shall have each proposed subcontractor, if any, execute and
submit to the City Contract Compliance Officer by 5:00 P.M. the business day following
the day bids on this project are due, a Non-Collusion Affidavit in the form herein provided,
to the effect that he has not colluded with any other person, firm, or corporation in regard
to any bid submitted. Before executing any subcontract, the successful bidder shall
submit the name of any proposed subcontractor for approval by the City.
9. MINORITY AND/OR WOMEN BUSINESS ENTERPRISE SUBCONTRACTORS
CITY OF WATERLOO AND/OR WOMEN BUSINESS ENTERPRISE PRE-BID CONTACT
INFORMATION FORM
The City of Waterloo Minority and/or Women Business Enterprise Pre-Bid Contact Information
Form shall be submitted with the Form of Bid or Proposal. Failure to do so shall be grounds for
the bid being rejected if subcontracting is proposed by the prime contractor.
10. MBE/WBE CONTRACT COMPLIANCE PROGRAM
PURPOSE
The purpose of the Contract Compliance Program (hereinafter called Program) is to act
as an impetus for increasing the participation of minority and women disadvantaged
business enterprise (MBE/WBE) in City awarded construction contracts.
The Program does not propose to eliminate any bonafide contractor or subcontractor
from bidding on City contracts, but it will hopefully serve as a needed st mulus to help
local MBE/WBE's grow and eventually become mainstream contractors and
subcontractors.
This Contract Compliance Program does not propose to include any set-aside or quotas,
but only flexible goals where "good-faith efforts" are required by the contractor to use
MBE/WBE subcontractors.
INSTRUCTIONS TO BIDDERS CONTRACT NO.951 IB-3 of 10
AECOM#605493334 FY 2020 Sanitary Sewer Gatewell Repairs
This Program shall not eliminate the need for contractors to continue their "good-faith
efforts" in using MBE/WBE subcontractors on City contracts estimated at less than
$50,000.
The City of Waterloo will make every effort to reduce in-house construction and
maintenance work that would be more cost effectively performed by the private sector
and, thus, would allow additional bidding opportunities for MBE/WBE firms.
The City Contract Compliance Officer shall be advised of all City of Waterloo awarded
construction contracts.
DEFINITIONS
Goals:
A flexible numerically expressed objective which contractors are required to make "good-
faith efforts." The key to the requirement is to make documented efforts. Goals are
neither set-a-sides nor a device to achieve proportional representation or equal results.
Numerical goals do not create set-a-sides for specific groups, nor are they designed to
achieve proportional representation or equal results. Rather, the goal-setting process in
affirmative action planning is used to target and measure the effectiveness of affirmative
action efforts to eradicate and prevent discrimination.
Quota:
A flat numerical requirement that the contractor is required to meet in order to obtain the
benefit or be in compliance. The numerical goal component of affirmative action
programs is not designed to be, nor may it properly or lawfully be interpreted as,
permitting unlawful preferential treatment and quotas with respect to persons of any race,
color, religion, sex, or national origin. The regulations at 41 CFR 60-2.12(a), 60-2.15 and
60-2.30, specifically prohibit discrimination and the use of goals as quotas. (U.S.
Department of Labor)
Set-Aside:
An arrangement in which a particular contract is reserved for competition solely among
minority and women business enterprises.
Contractor.
As used in this document means contractor, subcontractor, supplier, vendor, and
professional service provider.
Minority Business Enterprise (MBE)
Any business, which is at least 51%, owned by one or more minorities and whose
management and daily business operations are controlled by one or more such
individuals and is on the current State Unified Certification List, or were listed on the City
of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002
Women Business Enterprise (WBE):
Any business which is at least 51% owned by one or more women and whose
management and daily business operations are controlled by one or more such
individuals and is on the current State Unified Certification List, or were listed on the City
of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002
Minority:
Any person or persons who are considered as socially and economically disadvantaged
because of their identity as a group member without regard to their individual qualities.
The groups include: Black American, Hispanic American, Native Americans, Eskimos,
Aleuts, and Asian-Pacific Americans. 13 C.F.R. 124-1.1(c)(3)(ii)(1983).
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Lowest Responsible Bidder:
Bidder who has offered the lowest bid and who has exhibited skill relative to the type of
work bid on, judgment, financial responsibility, and evidence of working with the
Affirmative Action Employment Program and the Contract Compliance Program.
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 Disadvantaged 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 documentation 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
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* 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
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
1. 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.
11. 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.
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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 Ente-prise Pre-Bid
Contact Information Form" (Form CCO-4 and CCO-4A) on why the MBE/WBE
was 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. MBENVBE Firms
A. MBE/WBE firms shall be certified by the Iowa Department of Traisportation as
owners and controllers of their respective businesses, or were listed on the City
of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002.
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 cons!stent 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.
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CONCLUSION
This program repeals or revises all sections of previous Waterloo Contract Compliance
Programs. —
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 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 experience record in constructing the type of improvements embraced, and his
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 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
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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 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 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," Pages
14 to 15 of 19 Pages. 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 subcontractor's certificates
of insurance in the amounts for approval before each commences work. The contractor
shall carry or require that there be Workmen's Compensation Insurance for all his
employees and those of his subcontractors engaged in work at the site, in accordance
with State Workmen's Compensation Laws.
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-
advertising, the defaulting bidder shall have no claim against the City of Waterloo, Iowa,
for a refund.
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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.
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Page 11(2
SRF Required Front-End Specifications SHE
Attachment 1: Certification of Non-Segregated Facilities Form STATE
REVOLVING FUND
(to be completed and signed by Prime Contractor and
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 and
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-3acon
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
Please note: The Davis Bacon wage determination received from the Iowa Finance
Authority must also be included in the front-end specifications.
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Attachment 1
SRF Required Front-End SpecificationsSRF(This form must be completed and signed by Prime Contractor and —
submitted with the bid.) STATE
U.S. Environmental Protection Agency REVOLVING FUND
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
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Attachment 2
SRF Required Front-End Specifications SRF
(This form must be completed and signed by the Prime Contractor and
submitted with the bid.) STATE
REVOLVING FUND
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 System web site at http:// .epls.gov, will be prohibited
from the bidding process. Anyone submitting a bid who is listed on this web site wil be
determined to be a non-responsive bidder in accordance with 40 CFR Part 31.
United States Environmental Protection Agency Washington, DC 2046C)
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 departmert 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 o f 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 for 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 transaction s (Federal, State, or local) terminated or cause or default.
I understand that a false statement on this certification may be ground for rejection of this
proposal or termination of the award. In addition, under 18 U SC Sec. 10 01, a false statement
ma y 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
E I am unable to certify to the above statements. My explanation is attached.
EPA Form 5700-49 (11-88)
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Attachment 3
SRF Required Front-End Specifications
(This form must be completed and signed by Prime Contractor and SRF —
submitted with the bid.) STATE
REVOLVING FUND
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
http.//www. owa at.goy/contracts/contracts eeoaa.htm.
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
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SRF
STATE
GOOD FAITH EFFORTS CHECKLIST REVOLVING FUND
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/offerers 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 fulest extent
practicable through outreach and recruitment activities? ❑ 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 E 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 ❑ 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
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SHE
STATE
REVOLVING FUND
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.
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SRF
Attachment 4 STATE
SRF Required Front-End Specifications REVOLVING FUND
(This form must be completed and signed by Prime and DBE Subcontractor
for each subcontract and submitted with the bid.)
OMB Control No: 2090-0030
Approved 8/13/2013
Approval Expires 8/31/2015
United States Environmental Protection Agency 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 price 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 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.
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.
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SRF
STATE
REVOLVING FUND
OMB Control No: 2090-0030
Approved 8/13/2013
Approval Expires 8/31/2015
United States Environmental Protection Agency 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
The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours
per response. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates,and any suggested methods for minimizing respondent burden, including through the use of automated collection
techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency(2822T), 1200
Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send
the completed form to this address.
EPA Form 6100-3(DBE Subcontractor Performance Form)—Page 2
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SRF
Attachment 5 STATE
"— SRF Required Front-End Specifications REVOLVING FUND
(This form must be completed and signed by Prime Contractor and submitted
with the bid if utilizing DBE subcontractors.)
OMB Control No: 2090-0030
Approved 8/13/2013
Approval Expires 8/31/2015
United States Environmental Protection Agency 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. (if Point of Contact
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 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.
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.
EPA Form 6100-4(DBE Subcontractor Utilization Form)—Page 1
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SRF
STATE
REVOLVING FUND
OMB Control No: 2090-0030
Approved 8/13/2013
Approval Expires 8/31/2015
United States Environmental Protection Agency 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 —
The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours
per response. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates,
and any suggested methods for minimizing respondent burden, including through the use of automated collection
techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency(2822T), 1200
Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send
the completed form to this address.
EPA Form 6100-4(DBE Subcontractor Utilization Form)—Page 2
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Attachment 6
SRF Required Front-End Specifications SRF
(This form is not required for bidding. It is for the voluntary use of STATE
DBE Subcontractors.) REVOLVING FUND
OMB Control No: 2090-0030
Approved 8/13/2013
Approval Expires 8/31/2015
United States Environmental Protection Agency 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. 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.
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.
EPA Form 6100-2(DBE Subcontractor Participation Form)—Page 1
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SRF
STATE
REVOLVING FUND
OMB Control No: 2090-0030
Approved 8/13/2013
Approval Expires 8/31/2015
United States Environmental Protection Agency 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
EPA FORM 6100-2 (DBE Subcontractor Participation Form)
Return to: Regional Coordinator, Small Business Utilization, U.S. Environmental Protection Agency, Region 7, 11201 _
Renner Blvd., Lenexa, KS 66219
The public reporting and recordkeeping burden for this collection of information is estimated to average three (3) hours
per response. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates, —
and any suggested methods for minimizing respondent burden, including through the use of automated collection
techniques to the Director, Collection Strategies Division, U.S. Environmental Protection Agency(2822T), 1200
Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send
the completed form to this address.
EPA Form 6100-2 (DBE Subcontractor Participation Form)—Page 2
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Attachment 7
SRF Required Front-End Specifications SRF
Other Federal Requirements Language
STATE
A. Standard Federal Equal Employment Opportunity Construction Contract REVOLVING FUND
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
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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
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 STATE
obtained from any Office of Federal Contract Compliance Programs office or from Federal REVOLVING FUND
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.
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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 Contractor shall provide notice of these programs to the source complied under STATE
7b above. REVOLVING FUND
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.
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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 perform- STATE
ance under the Contractor's EEO policies and affirmative action obligations. REVOLVING FUND
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.
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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 STATE
number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of REVOLVING FUND
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.
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 Offeror's 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
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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 STATE
subcontract in excess of$10,000 at any tier for construction work under the contract REVOLVING FUND
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.
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.
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Economic Areas
State: Iowa Goal a,. SRF
096 Dubuque IA: STATE
SMSA Counties: REVOLVING FUND
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
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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: STATE
REVOLVING FUND
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
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benefits on the wage determination for the classification of work actually performed, without
regard to skill, 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 STATE
determination (including any additional classification and wage rates conformed under REVOLVING FUND
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 disapprove
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
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require the contractor to set aside in a separate account assets for the meeting of obligations
under the plan or program.
(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 STATE
any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, REVOLVING FUND
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:llwww. ol. ov/esalwh /forms/wh347ifstr.htrn 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
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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 own records, without weekly submission to the sponsoring government STATE
agency (or the applicant, sponsor, or owner). REVOLVING FUND
(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 wo-k at less
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
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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 STATE
its program is registered, the ratios and wage rates (expressed in percentages of the REVOLVING FUND
journeyman's hourly rate) specified in the contractor's or subcontractor's 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
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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 STATE
subcontractor as provided in 29 CFR 5.12. REVOLVING FUND
(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 (or 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 'itle. 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 in
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
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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 STATE
paragraph (b)(2) of this section. REVOLVING FUND
(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
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
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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 furtherSRF
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 STATE
in accordance with changed conditions or change order provisions of the specifications. REVOLVING FUND
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.
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 System is located at http://epls.arnet.gov.
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.
92.8 (2).6.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.
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Attachment 9
SRF Required Front-End SpecificationsSRF -
"American Iron and Steel" Requirements
STATE
H.R. 3547, the "Consolidated Appropriations Act, 2014," enacted January 17, 2014 by the U.S. REVOLVING FUND
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:
I ttp:lIwater.epa,gov/grants fundir gfaisr quirement.cf . In particular the contractor should pay
attention to the guidance for documentation of compliance. There is also a waiver for incidental
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items; in order to qualify for this waiver, the total materials and costs for the project must be
tracked and incidental items identified.
Sample "American Iron and Steel"Contract Language
In order to fulfill the requirements, the assistance recipient must in good faith design the STATE
project and solicit bids for construction with U.S.-made iron and steel. The following REVOLVING FUND
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.
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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.
STATE
REVOLVING FUND
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.
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SRF Template American Iron and Steel Certification Letter
STATE SRF
� �11:1P SAG€lwe
1z On Manufacturer's Letterhead STATE
REVOLVING FUND
IRON & IRON&STEEL,L1 C.
STEEL 1959 Steel Drive
ENC. Ironv-ille,OH 12345
MATERIAL CERTIFICATION
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 certify that the processes for manufacturing or fabricating the following products
and/or materials provided for the subject project took place at the following U_S_
locations:
Quantity Description Manufacturing Processes Location Where
Processes Occurred
3 count AB123456 4-Gate Valve Melting,poured,machined Ironvdle, OH
60 count XY654321 Reinforced Concrete Melted,rolled_ fabricated Steel City,Lk
Manhole
60 count XZ123456 Manhole Cover Melted,cast finished Stainless,MS
1200 linear feet AB654321 4--Ductile Iron Water Melted,rolled, finished Pipet t>:CA
Pipe
I further certify that products and/or materials are in full compliance with the
American Iron and feel requirements as mandated in the U_S.Environmental Specifies the
Protection Agee s State Revolving Fund programs_ If any of the above Manufacturing
compliance st ements change while providing material to this project we will Processes and
immediatel 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
Quantities Performed
Signature of Jane Smith
Manufacturer's Product Quality Manager
Representative
INVESTING IN IOWA'S WATER
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May 2015
Page 32
Covered and Non-Covered Items
The EPA issued a waiver for de minimus incidental components of eligible water and
wastewater infrastructure projects. Funds used for such de minimus 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 STATE
1% of the total cost of the materials used in and incorporated into a project. REVOLVING FUND
De minimus 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.
Assistance recipients should in consultation with their contractors determine the items to be
covered by this waiver, must retain relevant documentation (i.e. invoices) as to those items, and
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 covered and non-covered 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-May 2014
Based on EPA Me.norandum l4/15/2314):De Micimus Waiver of Section 436 of P.L.113-76,Consotdated Appropriation Acts(CA4p,2314
Prote t: Lined/unlined pipes or fittings
Bidder: :Manhole covers I Date: 1
Municipal castings
'covered Prpipes damps or restraInts oipesor fittings;manhole covers;munic:palcastings:pipe clamps and restralrts;valves:structural steel:hydrants,
tanks:flan0 Valves instruction materials.
!Structural steel
ttncldentam Hydrants l}low-cost items,often procured in bulk,such as washers,screws,fasteners,small amounts of wire,etc.
Tanks
Flanges Cescrlption of Other Bid Amount Bid Amount Documentation Item is Incidental and
:Fein`orcee precast concrete ducts if Not included in Covered Products incidentals Mil be Obtained will be Claimed under
(Construction materials ': Covered Products de Minimus Naiver'x
c El
2 - ,
3
i Chorsaat .e-'... n .__--
6 -..c, w
3 L3
INVESTING IN IOWA'S WATER
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May 2015
Page 33
At the end of construction, the contractor will submit a final list showing covered and non-
- covered items. SHE
American Iron and Steel Materials Spreadsheet with de Minimus Items S TAT E
Iowa Department of Natural Resources-May 2014
Based on EPA Memorandum(4/15/2014): De Minimus Waiver of Section 436 of P.L 113-76,Consolidated Appropriation Acts(CAA),2014
REVOLVING FUND
Project:
Contractor: Submitted By:
Date: Final De Minimus List �.....,
Total Materials Total Amount Covered ,....�. Percent(must be 5%or less of
Cost: Under de Minimus Waiver total materials cost)
`Covered Products include:tined 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 if Not Included Date Dollar Amount Dollar Amount Documentation incidental**
in Covered Products Purchased Covered Incidentals Received
...� Products
1
3 Chocse
4 Choose a;'. :: "
5 Choose s:^ get
6 Choose ar.
These documents are available on-line at http://www.iowasrf.com/about srf/use-of-american-
iron-and-st '/.
INVESTING IN IOWA'S WATER
www.iowasrf.com
May 2015
Nom
N.
limo
Nom
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111.
NEM
III
....
FORM OF BID OR PROPOSAL
—
FY 2020 SANITARY SEWER GATEWELL REPAIRS
CONTRACT NO.951
— CITY OF WATERLOO, IOWA
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 FY 2020 SANITARY SEWER GATEWELL
REPAIRS,CONTRACT NO.951, all in accordance with the above-listed documents and for the unit
prices for work in place for the following items and quantities:
— FY 2020 SANITARY GATEWELL REPAIRS
CONTRACT NO. 951
item
44 1 � p fo1r � ,�' , 14, -4st _lfrt#i e, # # ,tc ,
1 Mobilization and General Items LS 1 $ $
2 Gatewell 3C-1 LS 1 $ $
— 3 Replacement of Gatewell 3C-2 LS 1 $ $
4 Lining Gatewell 3C-2 LS 1 $ $
5 GateweII3C-3 LS 1 $ $
— 6 Gatewell 3C-4 LS 1 $ $
7 Gatewell 3C-5 LS 1 $ $
8 Replacement of Gatewell 5D-1 LS 1 $ $
9 Lining Gatewell 5D-1 LS 1 $ $
10 Gatewell5D-2 LS 1 $ $
11 Gatewell5D-3 LS 1 $ $
—
12 Gatewell 5F-1 LS 1 $ $
13 Gatewell 5F-2 LS 1 $ $
_ 14 Gatewell 5F-3 LS 1 $ $
15 Gatewell5F-4 LS 1 $ $
16 Gatewell 5F-5 LS 1 $ _ $
17 Investigating Valvewell 5F-6 LS 1 $ $
18 Gatewell 5F-7 LS 1 $ $
19 Replacement of Valvewell 3D-1 LS 1 $ $
— 20 Gatewell 3D-2 LS 1 $ $
21 Gatewell 3D-3 LS 1 $ $
22 Gatewell 3D-4 LS 1 $ $
FORM OF BID CONTRACT NO.951 FB-1 of 3
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
—
23 Gatewell 3D-5 LS 1 $ $
—
24 New 5'x 5' Gatewell 3E-0 EA 1 $ $
25 48" Manhole EA 8 $ $
26 60" Manhole EA 1 $ $ —
27 96"Manhole EA 1 $ $
28 12" DIP LF 1144 $ $
29 8" DIP LF 215 $ $ —
30 Abandonment of Valvewells 3E-1, 3E-2, 3E-4 and 3E-5 LS 1 $ $
31 Gatewell 3E-3 LS 1 $ $
32 Gatewell 3E-7 LS 1 $ $ —
33 Investigating Gatewell 1-1 (Base Bid) LS 1 $ $
34 Gatewell 1-2 LS 1 $ $
35 Investigating Gatewell 3A-1 (Base Bid) LS 1 $ $ —
36 Gatewell 3A-2 LS 1 $ $
37 Investigating Gatewell 5A-1 (Base Bid) LS 1 $ $
38 Gatewell 5A-2 LS 1 $ $ —
39 Gatewell 5A-3 LS 1 $ $
40 Gatewell 5A-4 LS 1 $ $
41 Replacement of Gatewell 5C-1 LS 1 $ $
TOTAL BASE BID $
BID ALTERNATE 1 —
42 Gatewell 1-1 (Bid Alternate) LS 1 $ $
TOTAL BID ALTERNATE 1 $
BID ALTERNATE 2 —
43 Gatewell 3A-1 (Bid Alternate) LS 1 $ $
TOTAL BID ALTERNATE 2 $
BID ALTERNATE 3
44 Gatewell 5A-1 (Bid Alternate) LS 1 $ $
TOTAL BID ALTERNATE 3
BID ALTERNATE 4
45 Valvewell 5F-6 (Bid Alternate) LS 1 $ $
TOTAL BID ALTERNATE 4 $
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.
FORM OF BID CONTRACT NO.951 FB-2 of 3
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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
10. The bidder shall list the MBENVBE 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 CONTRACT NO.951 FB-3 of 3
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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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
E Drywall-Plaster-Insulation ❑ Plumbing
❑ Electrical ❑ Roofing-Siding-Sheet Metal
E Excavation/Grading ❑ Windows
E Flooring ❑ Wrecking-Demolition
_ ❑ Heavy Construction ❑ Other (Please specify)
❑ Heating-Ventilating-Air Cond. ❑
SALES TAX EXEMPTION CONTRACT NO.951 STE-1 of 1
AECOM#60549334 FY 2020 Sewer Sanitary Gatewell Repairs
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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
perform 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 pres-
ents 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 CONTRACT NO.951 BB-1 of 1
AECOM#60549334 FY 2020 Sewer Sanitary Gatewell Repairs
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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 CONTRACT NO.951 NCA-1 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 CONTRACT NO.951 NCA-2 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 CONTRACT NO. 951 EOC-1 of 2
AECOM #60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 CONTRACT NO. 951 EOC-2 of 2
AECOM #60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 work 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 contractor'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 CONTRACT NO.951 TVI-1 of 1
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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Bidder Status Form
To be completed by all bidders Part A
Please 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 the 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.
To be completed by resident bidders Part B
My company has maintained offices in Iowa during the past 3 years at the following addresses:
Dates: / / to / / Address:
City, State, Zip:
Dates: / / to _ / / Address:
City, State, Zip:
Dates: / / to / / Address:
You may attach additional sheet(s)if needed. City, State, Zip:
To be completed by non-resident bidders Part C
1. Name of home state or foreign country reported to the Iowa Secretary of State:
2. Does your company's home state or foreign country offer preferences to resident bidders, resident labor
_ force preferences or any other type of preference to bidders or laborers? ❑ Yes ❑ No
3. If you answered "Yes"to question 2, identify each preference offered by your company's home state or foreign country
and the appropriate legal citation.
You may attach additional sheet(s)if needed.
To be completed by all bidders Part D
I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my
failure to provide accurate and truthful information may be a reason to reject my bid.
Firm Name:
Signature: 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-I
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 D 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
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 Sccial 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 -
Ethnic
Name Address Position Sex Origin
2. Other Areas of Interest: _
If your company has branches or subsidiaries, or if your company 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 -
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 -
2.
As a result of the above efforts, we have involved minority, female, and local contractors T
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 202_, 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 202_. 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 -
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 -
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 -
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 -
craftsmen and woodchoppers, laborers performing lifting, digging, mixing, loading 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 -
ITEMS OF POTENTIAL MBE/WBE PARTICIPATION
NOTICE TO PROSPECTIVE BIDDERS:
The following are items from the FY 2020 SANITARY SEWER GATEWELL REPAIRS, CONTRACT
NO. 951, 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 and General Items LS 1
2 Gatewell 3C-1 LS 1
3 Replacement of Gatewell 3C-2 LS 1
4 Lining Gatewell 3C-2 LS 1
5 Gatewell 3C-3 LS 1
6 Gatewell 3C-4 LS 1
— 7 Gatewell 3C-5 LS 1
8 Replacement of Gatewell 5D-1 LS 1
9 Lining Gatewell 5D-1 LS 1
_ 10 Gatewell 5D-2 LS 1
11 Gatewell 5D-3 LS 1
12 Gatewell 5F-1 LS 1
_ 13 GateweII5F-2 LS 1
14 Gatewell 5F-3 LS 1
15 GateweII5F-4 LS 1
16 Gatewell 5F-5 LS _ 1
17 Investigating Valvewell 5F-6 LS 1
18 Gatewell 5F-7 LS 1
19 Replacement of Valvewell 3D-1 LS 1
— 20 Gatewell 3D-2 LS 1
21 Gatewell 3D-3 LS 1
22 Gatewell 3D-4 LS 1
23 Gatewell 3D-5 LS 1
24 New 5'x 5'Gatewell 3E-0 EA 1
25 48" Manhole EA 8
26 60" Manhole EA 1
—
27 96"Manhole EA 1
28 12" DIP LF 1144
29 8" DIP LF 215
—
30 Abandonment of Valvewells 3E-1, 3E-2, 3E-4 and 3E-5 LS 1
31 Gatewell 3E-3 LS 1
32 Gatewell 3E-7 LS 1
33 Investigating Gatewell 1-1 (Base Bid) LS 1
34 Gatewell 1-2 LS 1
35 Investigating Gatewell 3A-1 (Base Bid) LS 1
— 36 Gatewell 3A-2 LS 1
37 Investigating Gatewell 5A-1 (Base Bid) LS 1
38 Gatewell 5A-2 LS 1
MBE/VVBE PARTICIPATION CONTRACT NO.951 M-1 of 8
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
BID TOTAL
ITEM DESCRIPTION UNIT QTY
39 Gatewell 5A-3 LS 1
40 Gatewell 5A-4 LS 1
41 Replacement of Gatewell 5C-1 LS 1
42 Gatewell 1-1 (Bid Alternate) LS 1
43 Gatewell 3A-1 (Bid Alternate) LS 1 44 Gatewell 5A-1 (Bid Alternate) LS 1
45 Valvewell 5F-6 (Bid Alternate) LS 1
MBE/WBE GOALS FOR THIS PROJECT
IMPORTANT: Prime Contract Bidders should be aware that ten percent (10%) MBE goal and a two —
percent (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 CONTRACT NO.951 M-2 of 8 —
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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
MBENVBE PARTICIPATION CONTRACT NO.951 M-3 of 8
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 CCO-3 (11/28/2001)
MBE/WBE PARTICIPATION CONTRACT NO.951 M-4 of 8
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 CONTRACT NO.951 M-5 of 8
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
THIS PAGE LEFT BLANK INTENTIONALLY -
MBE/WBE PARTICIPATION CONTRACT NO.951 M-6 of 8
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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CERTIFIED
- MBE / WBE CONTRACTORS
-- CITY OF WATERLOO, IOWA
7f
�e'rloo 1fl
CONTRACT COMPLIANCE OFFICE
Community Development Board
Carnegie Annex, Suite 202
620 Mulberry Street
Waterloo,Iowa 50703
City WEB Site: w . :i.waterloo.ia.us
Contract Compliance
WEB Site
for listing updates: http://www.cityofwaterlooiowa.com/contractcon plia nee
Contact: Rudy Jones, Community Development Director
-- Email: rude.ionesc waterloo-ia.org
Phone: (319) 291-4429
Fax: (319) 291-4431
MBE/WBE Certified Contractors List
Page 1 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 FLATWORK, POURED WALLS—ALL TYPES, FOOTINGS, LIGHT
DEMOLITION
D.C. CORPORATION L
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
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
CERTIFIED W 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: Ai 1486 c cfu.net
Contact: Carol Reese
Specializing in:
FLOOR COVERING
*DENOTES WOMEN BUSINESS ENTERPRISE
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 CONTRACT NO.951 SBQ-1 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 , 2020.
(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 , 2020.
Notary Public ._
My commission expires
STATEMENT OF BIDDER'S QUALIFICATIONS CONTRACT NO.951 SBQ-2 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 FY 2020 SANITARY SEWER GATEWELL
REPAIRS, CONTRACT NO. 951, 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 February 25, 2020. They have the general title of FY 2020 SANITARY SEWER
GATEWELL REPAIRS, CONTRACT NO. 951.
The drawings are numbered and separately entitled as follows:
Sheet# Plan Sheet Description
1 TITLE SHEET
2 LEGEND AND GENERAL NOTES
3 TYPICAL DETAIL AND GATEWELL REFERENCE
4 OVERALL LOCATION MAP
5 GATEWELL-3C-1, 3C-2, 3C-3, 3C-4 &3C-5
6 GATEWELL-3D-1 &3D-2
7 GATEWELL-5D-1, 5D-2 &5D-3
8 GATEWELL-3D-3, 3D-4, 5F-1, 5F-2 &5F-6
9 GATEWELL-3D-5, 3E-7 &5F-7
10 GATEWELL-3E-1, 3E-2, 3E-3, 3E-4, 3E-5, 3E-6, 5F-3, 5F-4 &5F-5
11 GATEWELL-5A-2, 5A-3 &5C-1
12 GATEWELL-5A-1 &5A-4
13 GATEWELL- 1-2 & 3A-2
14 GATEWELL- 1-1 & 3A-1
15-77 GATEWELL RECORD DRAWINGS
78-89 GATEWELL REPAIR DETAILS
The Iowa Department of Transportation Standard Specifications for Highway and Bridge
Construction, Series of 2015, plus the applicable General Supplemental Specifications and the
2020 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 2020 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
GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-1 of 5
AECOM#60549334 FY 2020 Sanitary Sewer 3atewell Repairs
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 payment, but will be
considered incidental to the item to which it applies.
8. PAY ITEMS
All pay items are listed in the proposal and shall include the purchase of all materials, delivery of
these materials, and furnishing all labor, plant, and miscellaneous work needed to make the item
complete. All such cost shall be incidental to the proposed item to which it applies and shall not
be considered for separate payment.
9. BREAKDOWN OF LUMP SUM CONTRACT PRICE ITEMS
The Contractor shall, immediately upon execution and delivery of the contract, before the first
estimate for payment is made, deliver to the 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
GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-2 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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.
13. UNDERGROUND UTILITIES
It is the responsibility of the Contractor to obtain the location of gas lines, water lines, electric,
telephone, and cable television cables or wires from the various utility companies and the City
electrician before starting any excavation. The Contractor shall be responsible for any damage to
any underground utilities. The Contractor shall expose those utilities indicated on the plans so
that elevations may be determined before beginning construction. This work shall be considered
incidental to other items of work.
If the Contractor believes that additional costs have been incurred due to a utility being improperly
located, the resolution of the additional costs incurred shall be made between the contractor and
the respective utility company.
14. TRAFFIC SIGNS AND STREET SIGNS
The Contractor shall contact the City of Waterloo Traffic Operations Department to have any
street sign that will be affected by construction removed and replaced when the work has been
completed.
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 requisite 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.
GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-3 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 Engineer before —
commencing work.
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.
GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-4 of 5 —
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 2020 and 2021 due
to City holidays:
April 10, 2020-Good Friday
May 25, 2020- Memorial Day
July 4, 2020 - Independence Day
September 7, 2020- Labor Day
November 26 and 27, 2020 -Thanksgiving
December 25, 2020- Christmas
January 1, 2021 - New Years Day
April 1, 2021 - Good Friday
May 31, 2021 - Memorial Day
July 4, 2021 - Independence Day
September 6, 2021 - Labor Day
GENERAL SPECIAL PROVISIONS CONTRACT NO.951 GSP-5 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
THIS PAGE LEFT BLANK INTENTIONALLY
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 CITY CONTRACT NO.951 SP-1 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 - "2020 Standard Specifications for the 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
The prime contractor shall be required to perform at least 35 percent of 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.
Section 01 11 18 Summary of Work
Section 01 14 14 Control of Work
Section 01 22 13 Measurement and Payment
Section 01 33 10 Submittals
Section 01 45 50 Testing Laboratory Services
Section 01 50 00 Temporary Facilities
Section 01 50 10 Temporary Construction Facilities and Utilities
Section 01 57 00 Protection of Environment
Section 01 60 10 Material and Equipment
Section 01 78 23 Operation and Maintenance Data
Section 01 78 39 Project Record Documents
Section 02 41 00 Demolition
Section 03 30 00 Cast in Place Concrete
Section 03 61 10 Patching Mortar
Section 03 62 00 Nonshrink Grout
Section 05 52 15 Aluminum Railings
Section 08 31 13 Hatches and Frames
Section 29 60 00 Temporary Wastewater Bypass System
Section 31 23 19 Dewatering
Section 33 05 13 Precast Concrete Gatewell
Section 40 05 31 Manually Actuated Valves
Section 40 05 62 FRP Sluice Gates
SPECIAL PROVISIONS CITY CONTRACT NO.951 SP-2 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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%) percent from the
— estimated quantity specified in the contract.
BID ESTIMATED
ITEM DESCRIPTION UNIT QUANTITY
1 Mobilization and General Items LS 1
2 Gatewell3C-1 LS 1 _
3 Replacement of Gatewell 3C-2 LS 1
4 Lining Gatewell 3C-2 LS 1
5 Gatewell 3C-3 LS 1
6 Gatewell 3C-4 LS 1
7 Gatewell 3C-5 LS 1
8 Replacement of Gatewell 5D-1 LS 1
9 Lining Gatewell 5D-1 LS 1
— 10 Gatewell 5D-2 LS 1
11 Gatewell 5D-3 LS 1
12 Gatewell 5F-1 LS 1
13 GateweII5F-2 LS 1
14 Gatewell 5F-3 LS 1
15 Gatewell5F-4 LS 1
16 Gatewell 5F-5 LS 1
17 Investigating Valvewell 5F-6 LS 1
18 Gatewell5F-7 LS 1
— 19 Replacement of Valvewell 3D-1 LS 1
20 Gatewell 3D-2 LS 1
21 Gatewell 3D-3 LS 1
22 Gatewell 3D-4 LS 1
— 23 Gatewell 3D-5 LS 1
24 New 5' x 5' Gatewell 3E-0 EA 1
25 48" Manhole EA 8
— 26 60" Manhole EA 1
27 96"Manhole EA 1
28 12" DIP LF 1144
29 8" DIP LF 215
30 Abandonment of Valvewells 3E-1, 3E-2, 3E-4 and 3E-5 LS 1
31 Gatewell 3E-3 LS 1
32 Gatewell 3E-7 LS 1
33 Investigating Gatewell 1-1 (Base Bid) LS 1
34 Gatewell 1-2 LS 1
35 Investigating Gatewell 3A-1 (Base Bid) LS 1 _
36 Gatewell 3A-2 LS 1
37 Investigating Gatewell 5A-1 (Base Bid) LS 1
38 Gatewell 5A-2 LS 1
— 39 Gatewell 5A-3 LS 1
40 Gatewell5A-4 LS 1
41 Replacement of Gatewell 5C-1 LS 1
SPECIAL PROVISIONS CITY CONTRACT NO.951 SP-3 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
BID ESTIMATED
ITEM DESCRIPTION UNIT QUANTITY
42 Gatewell 1-1 (Bid Alternate) LS 1
43 Gatewell 3A-1 (Bid Alternate) LS 1
44 Gatewell 5A-1 (Bid Alternate) LS 1
45 Valvewell 5F-6 (Bid Alternate) LS 1
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.
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.
SPECIAL PROVISIONS CITY CONTRACT NO.951 SP-4 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 CITY CONTRACT NO.951 SP-5 of 5
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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SECTION 01 11 18
SUMMARY OF WORK
PART 1 GENERAL
1.01 SUMMARY
A. The extent of the work involved is the rehabilitation, replacement or abandonment of
gatewells and/or valve wells along the City's flood control systems.
B. Measurement and Payment:
1. Work specified in this section is considered incidental and payment shall be included
as part of appropriate lump sum or unit prices included in Bid Form.
1.02 DEFINITIONS
A. Standard Specifications: Iowa Statewide Urban Design and Specifications (SODAS)and
Standard Specifications for Highway and Bridge Construction, Series 2015.
1.03 FORM OF SPECIFICATIONS
A. These Specifications are written in imperative and abbreviated form. Imperative language
of Specification sections is directed at CONTRACTOR, unless specifically notec otherwise.
Incomplete sentences in Specifications shall be completed by inserting "shall,"
"CONTRACTOR shall," "shall be," and similar mandatory phrases by inference in same
manner as they are applied to notes on Drawings. Words "shall be" shall be supplied by
inference where colon (:) is used within sentences or phrases. Except as worded to
contrary,fulfill(perform) indicated requirements whether stated imperatively or otherwise.
B. Items of Work are specified by section. Specifications or requirements of one or more
sections may apply or be referenced in other sections.
C. Provide Work described and comply with requirements stated in each Specification section
and Drawings unless specifically assigned to other Contractors or City.
1.04 CONTRACTS
A. Perform Work under unit price Contract(s)with OWNER.
B. Gatewells 1-1, 3A-1, 5A-1 and valve well 5F-6 have base bid and bid alternate works
associated with them. For the gatewells, the base bid work involves investigating the
operability of the gates and providing contingency measures if the gate fails during
operability testing. For the valve well,the base bid work includes checking if there is flow in
the line. Bid alternative work for 1-1, 3A-1 and 5A-1 includes replacing the gates and
associated works if the gates are found to be inoperable via the base bid work, For 5F-6,
the bid alternative work includes valve replacement if the line is carrying flow.
1.05 MILESTONES (WORK SEQUENCE)
A. Construct Work in stages to accommodate use of site during construction period;
coordinate Construction Progress Schedule and operations with OWNER.
B. Construct Work in stages to provide for public convenience.
01 11 18-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
1. Do not close off public use of facilities until completion of one stage of construction R
provides alternative usage.
C. Due to potential health hazards and requirements of State of Iowa, Department of Natural
Resources,and U.S. Environmental Protection Agency, existing sanitary sewer pipes shall
be maintained in operation during construction of new sanitary sewer pipes or temporary
pumping from existing piping to new piping shall be carried out. Sanitary sewer service
shall be maintained at all times.
1.06 CONTRACTOR'S USE OF PREMISES
A. Limit use of premises for Work and storage to allow for following.
1. OWNER occupancy.
2. Public use.
B. Conduct operations to ensure least inconvenience to general public. Coordinate use of
premises with OWNER.
C. Assume full responsibility for protection and safekeeping of products under this Contract.
D. Obtain and pay for use of additional storage or Work areas needed for operations at no
additional cost to OWNER.
E. Confine operations to areas within Contract limits indicated. Do not disturb portions of site
beyond areas in which Work is indicated.
F. Keep driveways, roads, and entrances serving premises clear and available to OWNER
and public at all times. Do not use these areas for parking or storage of materials.
Schedule deliveries to minimize space and time requirements for storage of materials and
equipment on Site.
1.07 EASEMENTS, LICENSES,AND PERMITS
A. Easements, construction licenses, and permits obtained for Work shown on Drawings.
1. Comply with provisions of easements, licenses, and permits. r_
2. Obtain additional construction easements necessary to complete Work.
3. Easements are shown on Drawings.
4. Perform construction within existing rights-of-way.
5. Obtain written authorization from affected property owners or maintaining authorities
if construction is outside these areas.
6. Comply with requirements of OWNERS or maintaining authorities.
7. Obtain written approval of restoration from easement grantors shown on Drawings.
B. Construction in Highways:
1. Construction within rights-of-way is governed by applicable permits and appropriate
sections of Contract Documents.
C. Notify property owners of restoration completion by certified mail(return receipt requested,
with copy to OWNER) similar to following.
"The undersigned Contractor has completed restoration of construction site on which you
have granted easement or license for installation of certain utilities and improvements. If
site restoration is not completed to your satisfaction, please contact City of Waterloo, Iowa,
01 11 18-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
in writing, and arrangements will be made immediately to view site and restore site in
conformance with our Contract obligations.
If City of Waterloo does not hear from you in writing within 5 days from above date, site
restoration of your property will be deemed completed and acceptable to you."
(Signature)
(Name of CONTRACTOR)
(Address of CONTRACTOR)
1. Complete Work necessary to satisfy terms of Contract.
2. Failure of property owner to notify OWNER within 5 days, in accordance with above
example, does not relieve CONTRACTOR of any obligations under Contract.
3. OWNER will:
a. Examine site upon receipt of notice of deficiency.
b. Have right to have remaining Work done by contract or force account and
deduct cost thereof from monies due CONTRACTOR should CONTRACTOR
refuse to complete restoration work.
c. Waive requirement for obtaining statement if satisfied restoration is completed
in accordance with Contract Documents.
1.08 STAKING
A. The ENGINEER will provide three(3)trips for staking. Should CONTRACTOR request re-
staking beyond these three trips,this Work will be done as ENGINEER'S schedule permits
and at expense of CONTRACTOR. Notify ENGINEER at least 3 days prior to start of
open-cut work and when making periodic requests for line and grade stakes.
1. ENGINEER will provide one line of survey stakes for utility work and prepare
separate cut sheets where multiple pipes are located in common trench.
2. CONTRACTOR shall maintain survey stakes.
1.09 OPERATIONS DURING FLOOD CONDITIONS
A. Contractor shall, at all times, have adequate materials on-site to temporarily close any
gatewell structures that have been removed when water levels are forecast to rise above
flood levels.
B. Contractor shall have personnel on-site during flood conditions to coordinate with Engineer
and Owner personnel.
— PART 2 PRODUCTS
(Not Used)
PART 3 EXECUTION
(Not Used)
*** END OF SECTION * **
01 11 18-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
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01 11 18-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 14 14
CONTROL OF WORK
PART 1 -GENERAL
1.01 HOURS OF CONSTRUCTION:
A. Normal construction activity shall take place only between the hours of 7 a.m. to 4 p.m.,
excluding Saturdays, Sundays, and legal holidays, unless otherwise directed by these
Specifications or by the Engineer. See Specification Section 01 11 00, "Summary of Work,"for
additional details.
1.02 OCCUPYING PRIVATE LAND:
A. The Contractor shall not (except after written consent from the proper parties) enter or occupy
with personnel, tools, materials, or equipment any land outside the rights of way or property of
the Owner. A copy of the written consent shall be given to the Engineer or Owner.
1.03 PIPE LOCATIONS:
A. All existing piping and manhole locations and sizes are approximate. Contractor shall field
verify all existing piping.
1.04 DIMENSION OF EXISTING STRUCTURES:
A. The Contractor shall verify the dimensions and locations of existing structures in the field before
the fabrication of any material or equipment which is dependent on the correctness of such
information.
1.05 OPEN EXCAVATIONS:
A. All open excavations shall be adequately safeguarded by providing temporary barricades,
fencing, caution signs, lights, and other means to prevent accidents to persons and damage to
property, and in accordance with applicable occupational health and safety regulations. The
Contractor shall, at his own expense, provide suitable and safe bridges and other crossings for
-- accommodating travel by pedestrians and workmen. Bridges provided for access during
construction shall be removed when no longer required. The length or size of excavation will be
controlled by the particular surrounding conditions, but shall always be confined to the limits
prescribed by the Engineer or Owner. If the excavation becomes a hazard, or if it excessively
restricts traffic at any point, the Engineer or Owner may require special construction procedures
such as limiting the length of the open trench, prohibiting stacking excavated material in the
street, and requiring that the trench shall not remain open overnight.
B. The Contractor shall take precautions to prevent injury to the public due to open trenches. All
trenches, excavated material, equipment, or other obstacles which could be dangerous to the
public shall be well lighted at night.
1.06 TEST PITS:
A. Test pits for the purpose of locating underground pipeline or structures in advance of the
construction shall be excavated and backfilled by the Contractor at the direction of the Engineer
or Owner. Use soft-dig methods. Test pits shall be backfilled immediately after their purpose
01 14 14-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
has been satisfied and the surface restored and maintained in a manner satisfactory to the
Engineer or Owner. No additional payment shall be made for test pits.
1.07 INTERFERENCE WITH AND PROTECTION OF STREETS:
A. The Contractor shall not close or obstruct any portion of a street, road, or private way without
obtaining permits therefor from the proper authorities. If any street, road or private way shall be
rendered unsafe by the Contractor's operations, he shall make such repairs or provide such
temporary ways or guards as shall be acceptable to the proper authorities.
B. Streets, roads, private ways, and walks not closed shall be maintained passable and safe by the
Contractor, who shall assume and have full responsibility for the adequacy and safety of
provisions made therefor.
C. The Contractor shall, at least 24 hours in advance, notify the Police and Fire Departments in
writing, with a copy to the Engineer or Owner, if the closure of a street or road is necessary.
The Contractor shall cooperate with the Police Department in the establishment of alternate
routes and shall provide adequate detour signs, plainly marked and well lighted, in order to
minimize confusion.
D. In particular, the Contractor is responsible for keeping all City and/or State roads used for
hauling soils or granular materials clean at no extra cost to the owner.
1.08 TRAFFIC CONTROL:
A. For control of moderate traffic, if needed, the Contractor shall provide an adequate number of
flagmen employed at his own expense.
B. The employment or presence of traffic flagmen, special officers, or police shall in no way relieve
the Contractor of any responsibility or liability which is his under the terms of the contract.
1.09 CARE AND PROTECTION OF PROPERTY:
A. The Contractor shall be responsible for the preservation of all public and private property, and
shall use every precaution necessary to prevent damage thereto. If any direct or indirect
damage is done to public or private property by or on account of any act, omission, neglect, or
misconduct in the execution of the work on the part of the Contractor, such property shall be
restored by the Contractor, at his expense, to a condition similar or equal to that existing before
the damage was done, or he shall make good the damage in other manner acceptable to the
Engineer or Owner.
1.10 INTERFERENCE WITH EXISTING WORKS:
A. The Contractor shall at all times conduct his operations so as to interfere as little as possible
with existing works. The Contractor shall develop a program, in cooperation with the Engineer
and interested officials, which shall provide for the construction and putting into service of the
new works in the most orderly manner possible. This program shall be adhered to except as
deviations therefrom are expressly permitted. All work of connecting with, cutting into, and
reconstructing existing pipes or structures shall be planned to interfere with the operation of the
existing facilities for the shortest possible time when the demands on the facilities best permit
such interference, even though it may be necessary to work outside of normal working hours to
meet these requirements. Before starting work which will interfere with the operation of existing
facilities, the Contractor shall do all possible preparatory work and shall see that all tools,
materials, and equipment are made ready and at hand.
01 14 14-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. The Contractor shall make such minor modifications in the work relating to existing structures as
may be necessary, without additional compensation.
C. The Contractor shall have no claim for additional compensation by reason of delay or
inconvenience in adapting his operations to the need for continuous treatment of sewage at the
existing plant.
1.11 MAINTAINING FLOWS:
A. The sanitary sewer system is to remain in operation during the entire period of construction.
Contractor is responsible for any bypass pumping that may be required.
B. It is essential to the operation of the existing sewerage system that there be no interruption in
the flow of sewage. To this end, the Contractor shall at his own expense, provide, maintain,
and operate all temporary facilities such as dams, pumping equipment, conduits, and all other
labor and equipment necessary to intercept the sewage flow upstream of the points where it
would interfere with his work, carry it past his work, and return it to the existing sewer
downstream of his work.
C. The Contractor shall at his own cost, provide all the flow of sewers, drains and water courses
interrupted during the progress of the work, and shall immediately cart away and remove all
offensive matter. The entire procedure of maintaining existing flow shall be fully discussed with
the Engineer well in advance of the interruption of any flow.
D. Minimum sewage flow occurs during the night hours and the Contractor may work on the
existing sewer at such times if he so chooses.
E. See Specifications Section 29 60 00 for additional detail on temporary bypass pumping.
1.12 PROTECTION AND RELOCATION OF EXISTING STRUCTURES AND UTILITIES:
A. The Contractor shall assume full responsibility for the protection of all buildings, structures, and
utilities, public or private, including poles, signs, services to buildings, utilities in the street, gas
pipes, water pipes, hydrants, sewers, drains, and electric and telephone cables, whether or not
they are shown on the Drawings. The Contractor shall carefully support and protect all such
structures and utilities from injury of any kind. Any damage resulting from the Contractor's
operations shall be repaired by him at his expense.
B. The Contractor shall bear full responsibility for obtaining all locations of underground structures
and utilities (including existing water services, drain lines, and sewers). Services to buildings
shall be maintained, and all costs or charges resulting from damage thereto shall be paid by the
-- Contractor.
C. Protection and temporary removal and replacement of existing utilities and structures as
described in this Section shall be a part of the work under the Contract and all costs in
connection therewith shall be included in the Total Price Bid in the Bid Form.
D. The Contractor shall coordinate the removal and replacement of traffic loops and signals, if
required for the performance of the work, at no additional cost to the Owner.
1.13 INSPECTION OF WORK AWAY FROM THE SITE:
A. If work to be done away from the construction site is to be inspected on behalf of the Owner
during its fabrication, manufacture, or testing, or before shipment, the Contractor shall give
notice to the Engineer or Owner of the place and time where such fabrication, manufacture,
01 14 14-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
testing, or shipping is to be done. Such notice shall be in writing and delivered to the Engineer
in ample time so that the necessary arrangements for the inspection can be made.
1.14 COOPERATION WITHIN THIS CONTRACT:
A. All firms or persons authorized to perform any work under this Contract shall cooperate with
General Contractor and his Subcontractors or trades, and shall assist in incorporating the work
of other trades where necessary or required.
B. Cutting and patching, drilling and fitting shall be carried out where required by the trade or
subcontractor having jurisdiction, unless otherwise indicated herein or recommended by the
Engineer.
1.15 CLEANUP AND DISPOSAL OF EXCESS MATERIAL:
A. During the course of the work, the Contractor shall keep the site of his operations in as clean
and as neat a condition as is possible. He shall dispose of all residue resulting from the
construction work and, at the conclusion of the work, he shall remove and haul away any
surplus excavation, broken pavement, lumber, equipment, temporary structures, and any other
refuse remaining from the construction operations, and shall leave the entire site of the work in
a neat and orderly condition.
B. In order to prevent environmental pollution arising from the construction activities related to the
performance of this Contract, the Contractor and his subcontractors shall comply with all
applicable Federal, State, and local laws, and regulations concerning waste material disposal,
as well as the specific requirements stated in this Section and elsewhere in the Specifications.
C. The Contractor is advised that the disposal of excess excavated material in wetlands, stream
corridors, and plains is strictly prohibited even if the permission of the property owner is _
obtained. Any violation of this restriction by the Contractor or any person employed by him, will
be brought to the immediate attention of the responsible regulatory agencies, with a request that
appropriate action be taken against the offending parties. Therefore, the Contractor will be
required to remove the fill at his own expense and restore the area impacted. —
PART 2 -PRODUCTS
(Not Used)
PART 3 - EXECUTION
(Not Used)
** * END OF SECTION ** *
01 14 14-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
_ SECTION 01 22 13
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Measurement and Payment—Unit Prices
2. List of unit prices, for use in preparing bids
1.02 UNIT QUANTITIES SPECIFIED
A. Quantities indicated in the bid form are for bidding and contract purposes only. Quantities and
measurements of actual work will determine payment amount.
1.03 MEASUREMENT AND PAYMENT—UNIT PRICES
A. Take all measurements and compute quantities. Measurements and quantities will be verified by
Engineer.
B. Payment includes: Full compensation for all required labor, products, tools, equipment,
transportation, services and incidentals, overhead, profit, application, erection and installation of
work as detailed in the plans and specifications.
C. Unless specifically noted as a bid item, all other work which must be performed to complete the
project shall be considered "incidental work" and the cost of such work (including furnishing and
installing materials)shall be included in the unit price of items of work.
1.04 CONTRACT BID ITEMS
A. A list of the contract bid items including base bid information is detailed below:
1. Bid Item No. 1: Mobilization and General Items(LS)
a. Mobilization shall consist of preparatory work and operations for all items under this
contract, including, but not limited to those necessary for the movement of personnel,
equipment, supplies, and incidentals to the project site, bonds and insurance,
establishment of offices, buildings and other facilities, which must be performed or
costs incurred prior to beginning work on the various items on the project site. This
cost also includes demobilization costs. The proposal will have a lump sum item for
mobilization. The bidder will indicate his bid price in dollars and this will be the contract
price of this item.
1) Fifty percent (50%) of the original contract price of this time may be paid in
the first payment application when mobilization is complete. The remainder of
this item may be paid when demobilization is complete.
2) Payment for mobilization WILL NOT BE MADE until a construction schedule
is submitted and approved.
3) Any item listed in the plans and specifications and not explicitly listed in the
schedule will be considered part of this item.
4) Engineer shall provide construction staking. Up to three (3) days are included.
If the Contractor needs additional survey, that cost is considered incidental to
this item.
01 22 13-1 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
5) Proctor sampling, as detailed on Drawing 2, is considered incidental to this
item.
2. Gatewell 3C-1 (LS) '
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem, —'
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section29 60 00), repairs to the lagoon access
road and Kenyon Avenue, if required, replacement of fill, seeding, and temporary
traffic control, if required, are considered incidental to this item. Dewatering, if
required, is considered incidental to this item. Any road clean-up required due to
work in the area is considered incidental to this item. Road repairs shall be in
accordance with SUDAS 7040. Traffic control shall be in accordance with the —
MUTCD AND SUDAS 8030.
3. Replacement of Gatewell 3C-2 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes complete removal of the existing gatewell and supply and installation of a
new gatewell in the location of the existing gatewell, including gate, stem, actuator
and frame, hatch and frame and railing. Temporary bypass pumping (see
specifications Section 29 60 00), repairs to Kenyon Avenue, if required, replacement
of fill, seeding, temporary traffic control, if required, are considered incidental to this
item. Upstream and downstream piping shall be per the plans. Any pipe testing
required is considered incidental to this item. Any road clean-up required due to
work in the area is incidental to this item. Road repairs shall be in accordance with
SUDAS 7040. Traffic control shall be in accordance with the MUTCD AND
SUDAS 8030.
4. Lining Gatewell 3C-2
a. The unit price shall be full compensation for labor materials and equipment. Item "—
includes coating the new gatewell with a lining system as detailed in the
specifications. Item includes procuring, transporting, and installing the liner at the
specified thickness. All surface preparation and testing associated with the liner is —
considered incidental to this item.
5. Gatewell 3C-3 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 60 00), replacement of fill, and
seeding, are incidental to this item.
6. Gatewell 3C-4 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings, —
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 60 00), replacement of fill, and
seeding, are incidental to this item.
01 22 13-2 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
7. Gatewell 3C-5 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
electric actuator and frame, and supply and installation of new hatch and frame.
Temporary bypass pumping (see specifications Section 29 60 00), repairs to Easton
Avenue, replacement of fill, seeding, and temporary traffic control are considered
incidental to this item. Any road clean-up required due to work in the area is
considered incidental to this item. Road repairs shall be in accordance with SUDAS
7040. Traffic control shall be in accordance with the MUTCD AND SUDAS 8030.
8. Replacement of Gatewell 5D-1 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes complete removal of the existing gatewell and supply and installation of a
new gatewell in the location of the existing gatewell, including gate, stem, actuator
and frame, hatch and frame, and railing. Temporary bypass pumping (see
specifications Section 29 60 00), replacement of fill, seeding, temporary traffic
control, if required, are considered incidental to this item. Upstream and
downstream piping shall be per the plans. Any pipe testing required is incidental to
this item. Any road clean-up required due to work in the area is incidental to this
item. Traffic control on the Cedar Valley Trail shall be in accordance with the
MUTCD AND SUDAS 8030. Procurement, hauling, placing and compacting of any
imported fill required for levee repairs to meet Army Corps of Engineers
requirements as detailed in the plans and specifications is considered incidental to
this item.
9. Lining Gatewell 5D-1
a. The unit price shall be full compensation for labor materials and equipment. Item
includes coating the new gatewell with a lining system as detailed in the
specifications. Item includes procuring, transporting, and installing the liner at the
specified thickness. All surface preparation and testing associated with the liner is
—. considered incidental to this item.
10. Gatewell 5D-2 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley
Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if
required, are considered incidental to this item. Any trail clean-up required due to
work in the area is considered incidental to this item. Trail repairs shall be in
accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be
in accordance with the MUTCD AND SUDAS 8030.
-- 11. Gatewell 5D-3 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley
01 22 13-3 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if
required, are considered incidental to this item. Any trail clean-up required due to
work in the area is considered incidental to this item. Trail repairs shall be in
accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be --
in accordance with the MUTCD AND SUDAS 8030.
12. Gatewell 5F-1 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), repairs to Nevada Street and
Cedar Valley Lakes Trail, if required, replacement of fill, seeding, and temporary
traffic control, if required, are considered incidental to this item. Any road and/or trail _
clean up required due to work in the area is considered incidental to this item. Road
and trail repairs shall be in accordance with SUDAS 7030. Traffic control on Nevada
Street and Cedar Valley Lakes Trail shall be in accordance with the MUTCD AND
SUDAS 8030.
13. Gatewell 5F-2 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item —
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley
Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if
required, are considered incidental to this item. Any trail clean-up required due to
work in the area is considered incidental to this item. Trail repairs shall be in
accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be
in accordance with the MUTCD AND SUDAS 8030.
14. Gatewell 5F-3 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings, —
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley
Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if —
required, are considered incidental to this item. Any trail clean-up required due to
work in the area is considered incidental to this item. Trail repairs shall be in
accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be
in accordance with the MUTCD AND SUDAS 8030.
15. Gatewell 5F-4 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley
Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if
required, are considered incidental to this item. Any trail clean-up required due to
work in the area is considered incidental to this item. Trail repairs shall be in
01 22 13-4 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be
-- in accordance with the MUTCD AND SUDAS 8030.
16. Gatewell 5F-5 (LS)
— a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley
Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if
required, are considered incidental to this item. Any trail clean-up required due to
work in the area is considered incidental to this item. Trail repairs shall be in
accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be
in accordance with the MUTCD AND SUDAS 8030.
17. Investigating Valve Well 5F-6 (Base Bid) (LS)
a. The unit price shall be full compensation for furnishing all materials, labor and
equipment. Item includes determining if wastewater is flowing in the pipe and
verifying that the existing valve is in good working condition.
18. Gatewell 5F-7 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), repairs to Cedar Valley
Lakes Trail, if required, replacement of fill, seeding, and temporary traffic control, if
required, are considered incidental to this item. Any trail clean-up required due to
work in the area is considered incidental to this item. Trail repairs shall be in
accordance with SUDAS 7030. Traffic control on Cedar Valley Lakes Trail shall be
in accordance with the MUTCD AND SUDAS 8030.
19. Replacement of Valve Well 3D-1 (LS)
a. The unit price shall be full compensation for furnishing all materials, labor and
equipment. Items include supply and install of new plug valve, stem, and valve box.
Temporary bypass pumping (see specifications Section 29 00 60), excavation,
repairs to Sheffield Avenue, replacement of fill, seeding, and temporary traffic
control, are considered incidental to this item. Any road clean-up required due to
work in the area is considered incidental to this item. Road repairs shall be in
accordance with SUDAS 7040. Traffic control on Sheffield Avenue shall be in
accordance with the MUTCD AND SUDAS 8030.
20. Gatewell 3D-2 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
-- includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding,
and temporary traffic control on Riverview Recreation Area Trail, are considered
incidental to this item. Any trail clean-up required due to work in the area is
considered incidental to this item. Traffic control on the trail shall be in accordance
-- 01 22 13-5 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
with the MUTCD AND SUDAS 8030. Trail repairs shall be in accordance with
SUDAS 7030.
21. Gatewell 3D-3 (LS) —
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem, —
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), replacement of fill, and
seeding are considered incidental to this item. _
22. Gatewell 3D-4 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item _
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding, --
and temporary traffic control on Riverview Recreation Area Trail, are considered
incidental to this item. Any trail clean-up required due to work in the area is
considered incidental to this item. Traffic control on the trail shall be in accordance
with the MUTCD AND SUDAS 8030. Trail repairs shall be in accordance with —
SUDAS 7030.
23. Gatewell 3D-5 (LS) —
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem, --
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding,
and temporary traffic control on Black Hawk Street and Riverview Recreation Area —
Trail, are considered incidental to this item. Any trail and/or road clean up required
due to work in the area is considered incidental to this item. Traffic control on the
road and trail shall be in accordance with the MUTCD AND SUDAS 8030.
24. New 5'x5' Gatewell No. 3E-0 (EA)
a. The unit price shall be full compensation for labor, materials, and equipment. Item
includes procuring and installing the gatewell, gate, stem, actuator and frame, and —
hatch and frame as shown on the drawings. Dewatering for the installation of the
gatewell is considered incidental to this item.
25. 48" Manhole(EA)
a. See SUDAS 6010 for measurement and payment. Includes procuring, transporting,
and installing pipe as shown on the plans and specifications. —
26. 60" Manhole (EA)
a. See SUDAS 6010 for measurement and payment. Includes procuring, transporting,
and installing pipe as shown on the plans and specifications.
01 22 13-6 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
27. 96" Manhole(EA)
a. See SUDAS 6010 for measurement and payment. Includes procuring, transporting,
and installing pipe as shown on the plans and specifications.
28. 12" Ductile Iron Pipe(LF)
a. See SUDAS 4010 for measurement and payment. Includes procuring, transporting,
and installing pipe as shown on the plans and specifications. All fittings are
considered incidental to this item. Connection to the existing manhole is considered
incidental to this item. Any bypass pumping required for the connection is considered
incidental to this item. Dewatering for the installation of the pipe is considered
incidental to this item. Trail repair shall be in accordance with SUDAS 7030. Traffic
control shall be in accordance with the MUTCD AND SUDAS 8030.
29. 8" Ductile Iron Pipe(LF)
a. See SUDAS 4010 for measurement and payment. Includes procuring, transporting,
and installing pipe as shown on the plans and specifications. All fittings are
considered incidental to this item. Connection to the existing manhole is considered
incidental to this item.Any bypass pumping required for the connection is considered
incidental to this item. Dewatering for the installation of the pipe is considered
incidental to this item. Trail repair shall be in accordance with SUDAS 7030. Traffic
control shall be in accordance with the MUTCD AND SUDAS 8030.
30. Abandonment of Valve Wells 3E-1, 3E-2, 3E-4 and 3E-5 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes abandonment of all four pipes using flowable mortar.
31. Gatewell 3E-3 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding,
and temporary traffic control on West 6th Street and Riverview Recreation Area Trail,
if required, are considered incidental to this item. Any trail and/or road clean up
required due to work in the area is considered incidental to this item. Traffic control
on the road and trail shall be in accordance with the MUTCD AND SUDAS 8030.
32. Gatewell 3E-7 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section29 00 60), replacement of fill, seeding,
and temporary traffic control on 11th Street and Riverview Recreation Area Trail, if
required, are considered incidental to this item. Any trail and/or road clean up
required due to work in the area is considered incidental to this item. Traffic control
on the road and trail shall be in accordance with the MUTCD AND SUDAS 8030.
— 01 22 13-7 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
33. Investigating Gatewell 1-1(Base Bid) (LS)
a. The unit price shall be full compensation for labor, materials, and equipment. Item
includes testing the gate to verify it is in working condition. Contractor shall be
responsible for handling all flows through this gatewell. No sanitary sewer overflows
are permitted, even if the gate fails in the closed position. Any backup pumping or
flow-handling systems the Contractor chooses to install are considered incidental to
this item.
34. Gatewell 1-2 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section29 00 60), replacement of fill, seeding,
and temporary traffic control on Falls Avenue, if required, are considered incidental
to this item. Any road clean-up required due to work in the area is considered
incidental to this item. Traffic control on the road shall be in accordance with the
MUTCD and SUDAS 8030.
35. Investigating Gatewell 3A-1 (Base Bid) (LS) _
a. The unit price shall be full compensation for labor, materials, and equipment. Item
includes testing the gate to verify it is in working condition. Contractor shall be
responsible for handling all flows through this gatewell. No sanitary sewer overflows
are permitted, even if the gate fails in the closed position. Any backup pumping or
flow-handling systems the Contractor chooses to install are considered incidental to
this item.
36. Gatewell 3A-2 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), replacement of fill, seeding, _
and temporary traffic control on Falls Avenue, if required, are considered incidental
to this item. Any road clean-up required due to work in the area is considered
incidental to this item. Traffic control on the road shall be in accordance with the
MUTCD and SUDAS 8030.
37. Investigating Gatewell 5A-1 (Base Bid) (LS)
a. The unit price shall be full compensation for labor, materials, and equipment. Item '—
includes testing the gate to verify it is in working condition. Contractor shall be
responsible for handling all flows through this gatewell. No sanitary sewer overflows
are permitted, even if the gate fails in the closed position. Any backup pumping or _
flow-handling systems the Contractor chooses to install are considered incidental to
this item.
38. Gatewell 5A-2 (LS) —
a. The unit price shall be full compensation for labor, materials, and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem, --
01 22 13-8 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), seeding, temporary traffic
control, if required, are considered incidental to this item. Traffic control shall be in
accordance with the MUTCD and SUDAS 8030.
39. Gatewell 5A-3 (LS)
a. The unit price shall be full compensation for labor, materials, and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), seeding, temporary traffic
control, if required, are considered incidental to this item. Traffic control shall be in
accordance with the MUTCD and SUDAS 8030.
40. Gatewell 5A-4 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes all modifications to the existing gatewell, as shown on the Drawings,
removal of existing gate and frame, supply and installation of new gate, stem,
actuator and frame, and supply and installation of new hatch and frame. Temporary
bypass pumping (see specifications Section 29 00 60), replacement of fill, and
seeding are considered incidental to this item. Any road clean-up required due to
work in the area is considered incidental to this item. Traffic control on the road shall
be in accordance with the MUTCD and SUDAS 8030.
41. Replacement of Gatewell 5C-1 (LS)
a. The unit price shall be full compensation for labor, materials and equipment. Item
includes complete removal of the existing gatewell and supply and installation of a
new gatewell in the location of the existing gatewell, including gate, stem, actuator
and frame, hatch and frame, and railing. Temporary bypass pumping (see
specifications Section 29 60 00), replacement of fill, seeding, temporary traffic
control, if required, are considered incidental to this item. Upstream and
downstream piping shall be per the plans. Any pipe testing required is incidental to
this item. Any road clean-up required due to work in the area is incidental to this
item. Traffic control on the Cedar Valley Trail shall be in accordance with the
MUTCD AND SUDAS 8030. Procurement, hauling, placing and compacting of any
imported fill required for levee repairs to meet Army Corps of Engineers
requirements as detailed in the plans and specifications is considered incidental to
this item. A list of the bid alternate items including bid alternate information is
detailed below:
1) Gatewell 1-1 (Bid Alternate) (LS)
a) The unit price shall be full compensation for labor, materials, and
equipment. Item includes all modifications to the existing gatewell, as
shown on the Drawings, removal of existing gate and frame, supply and
installation of new gate, stem, actuator and frame. Temporary bypass
'— pumping (see specifications Section 29 00 60), seeding, temporary
traffic control, if required, are considered incidental to this item. Traffic
control shall be in accordance with the MUTCD and SUDAS 8030.
01 22 13-9 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
2) Gatewell 3A-1 (Bid Alternate) (LS)
a) The unit price shall be full compensation for labor, materials, and
equipment. Item includes all modifications to the existing gatewell, as —
shown on the Drawings, removal of existing gate and frame, supply and
installation of new gate, stem, actuator and frame. Temporary bypass
pumping (see specifications Section 29 00 60), seeding, temporary
traffic control, if required, are considered incidental to this item. Traffic
control shall be in accordance with the MUTCD and SUDAS 8030.
3) Gatewell 5A-1 (Bid Alternate) (LS) —
a) The unit price shall be full compensation for labor, materials, and
equipment. Item includes all modifications to the existing gatewell, as
shown on the Drawings, removal of existing gate and frame, supply and
installation of new gate, stem, actuator and frame, and supply and
installation of new hatch and frame. Temporary bypass pumping (see
specifications Section 29 00 60), seeding, temporary traffic control, if
required, are considered incidental to this item. Traffic control shall be in
accordance with the MUTCD and SUDAS 8030.
4) Valve Well 5F-6 (Bid Alternate) (LS) —
a) The unit price shall be full compensation for labor, materials and
equipment. Item includes supply and install of a new plug valve, stem,
and actuator and other modifications as indicated on the Drawings. —
Surface repairs required as a result of Contractor operations are
considered as incidental. Temporary bypass pumping is considered
incidental to this item.
PART 2 PRODUCTS
(Not Used)
PART 3 EXECUTION —
(Not Used)
***END OF SECTION *** —
01 22 13-10 FY 2020 Saniatary Sewer Gatewell Repairs-60549334
_ SECTION 01 33 10
SUBMITTALS
PART 1 GENERAL
1.1 SUMMARY
A. Section specifies procedural requirements for Work-related (non-administrative) submittals
including Shop Drawings, substitutions, product data, samples, test data, operations and
maintenance data, and other miscellaneous Work-related submittals.
1. Submittals for certification of equipment installation, instructional, and post-startup
services are specified in Section 01 60 10.
2. Submittals for record drawings are specified in Section 01 78 39.
B. Administrative Submittals: Procedures concerning items such as listing of manufacturers,
Suppliers, Subcontractors, Construction Progress Schedule, schedule of Shop Drawing
submissions, bonds, payment applications, insurance certificates, and schedule of values are
specified elsewhere.
C. Work-Related Submittals:
1. Substitutes and"Or Equal" Items:
a. Includes material or equipment described in Paragraph 6.05 of General
Conditions which the Contractor requests the Engineer to accept, after Effective
Date of the Agreement.
2. Shop Drawings:
a. Includes technical data and drawings specially prepared for this Project, including
fabrication and installation drawings, diagrams, data sheets, schedules,
templates, patterns, reports, instructions,design mix formulas,measurements,and
similar information not in standard printed form.
b. Standard catalog type information prepared without specific reference to
Project is not considered as Shop Drawing.
3. Product Data:
a. Includes standard catalog type printed information on manufactured materials,
equipment and systems that has not been specially prepared for this Project,
including manufacturer's product specifications, catalog cuts, standard wiring
diagrams, printed performance curves,mill reports, and standard color charts.
4. Samples:
a. Includes fabricated and manufactured physical examples of materials, products,
and units of work, includes complete units,partial cuts of manufactured or fabricated
work,swatches showing color,texture, and pattern, and units of work to be used for
independent inspection and testing.
b. Mock-ups are special forms of samples too large or otherwise inconvenient for
handling in manner specified for transmittal of sample submittals.
01 33 10-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
5. Test Results:
a. Includes source and field quality inspection and test reports, actual performance
curves, and certifications of results prepared specifically for equipment, material,and systems provided for this Project.
b. Standard catalog charts or standard test results are considered Product Data.
6. Operations and Maintenance Data:
a. Includes information and directions for operating and maintaining equipment
provided and installed for this Project. May be standard for equipment or —
prepared specifically for this Project.
7. Miscellaneous Submittals:
a. Work-related submittals that do not fit in previous categories, includes schedules,
photographs, guarantees, warranties, certifications, maintenance agreements,
workmanship bonds, survey data and reports, physical work records, copies of
industry standards, field measurement data, extra materials, keys, and similar
information, devices, and materials applicable to Work.
1.2 SUBMITTAL PROCEDURES —
A. Scheduling:
1. Provide preliminary and final submittal schedule in accordance with Subparagraph -'
2.05.A.2. and Paragraph 2.07 of General Conditions indicating time requirements for
coordination of submittals with performance of Work for items of materials and
equipment for which submittals are required by Specifications. —
2. In addition, times scheduled shall indicate completion of submittal approval process for
substitutions, Shop Drawings, product data, and samples for Project not later than
halfway point of time established in Agreement to achieve Substantial Completion.
Completion of submittal process for above submittals will have been achieved when
submittals have been returned to the Contractor with submittal action of either "No
Exception Taken" or "Make Corrections Noted". For planning purposes, the Engineer
has set a goal of 14 days for review of simple/single discipline submittals, and 28 days —
for review of complex/multiple discipline submittals after submittals are received in
the Engineer's office. Each resubmittal shall have same review times.
3. Adjust submittal schedule to reflect revisions to Construction Progress Schedule.
B. Coordination:
1. Coordinate preparation and processing of submittals with performance of Work.
Coordinate each submittal with other submittals and related activities such as substitution
requests, testing, purchasing, fabrication, delivery, and similar activities requiring
sequential activity.
2. Coordinate submission of different units of interrelated Work so one submittal not be .—
delayed by the Engineer's need to review related submittal. The Engineer may withhold
action on submittal requiring coordination with other submittals until related submittals
are provided. —
3. Prepare and transmit each submittal sufficiently in advance of scheduled performance of
related Work and other applicable activities.
01 33 10-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
C. Submittal Preparation:
1. Stamp and sign each submittal certifying to review of submittal, verification of
material, and equipment, field measurement, field construction criteria, and
coordination of information within submittal with Contract Documents.
2. Transmittal Form: Identify following:
a. Date of submittal and dates of previous submittals.
b. Project title and number.
c. Submittal number.
d. Contract identification.
e. Names of:
1) Contractor.
2) Supplier.
3) Manufacturer.
f. If submittal is for substitute item of material or equipment,identify as"substitute"on
transmittal and include"Contractor's Application for Consideration of Substitute"
with submittal
g. Identification of equipment and material with equipment identification numbers,motor
numbers, and Specification section number.
h. Variations from Contract Documents.
D. Resubmittal Preparation:
1. Comply with requirements described in Submittal Preparation above, and in addition:
a. Identify on transmittal form submittal is resubmission.
b. Make corrections or changes in submittals required by the Engineer's notations
on returned submittal.
c. Respond to the Engineer's notations:
1) On transmittal or separate page attached to the Contractor's
resubmission transmittal, answer or acknowledge in writing notations or
questions indicated by the Engineer on the Engineer's transmittal form
returning reviewed submission to the Contractor.
2) Identify each response by question or notation number established by the
Engineer.
3) If the Contractor does not respond to each notation or question, resubmission
will be returned without action by the Engineer until the Contractor provides
written response to the Engineer's notations or questions.
d. Contractor-initiated revisions or variations.
1) On transmittal form, identify variations or revisions from previously reviewed
submittal, other than those called for by the Engineer
2) The Engineer's responsibility for variations or revisions is established in
Article 6.17 of General Conditions.
01 33 10-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
1.3 SPECIFIC SUBMITTAL REQUIREMENTS
A. General:
1. Specific submittal requirements for individual units of Work are specified in applicable
Specification section. Except as otherwise indicated in Specification sections, comply
with requirements specified below for each indicated type of submittal.
2. If the Engineer has responded to Written Clarification/Interpretation/Request submitted
by the Contractor, the Contractor shall include the Engineer's response with applicable
submittal.
B. Requests for Substitute Items:
1. Collect data for items to be submitted for review as substitute items into one submittal for
each item of material or equipment in accordance with Paragraph 6.05 of General —
Conditions.
2. Submit with other scheduled submittals for material or equipment allowing time for the
Engineer to evaluate additional information required to be submitted.
3. If the Contractor requests to substitute for material or equipment specified, but not
identified in Specification as requiring submittals, the Contractor shall indicate
substitution submittal in Submittal Schedule.
C. Shop Drawings:
1. Submit newly prepared information, with graphic information at accurate scale and name
of preparer indicated (firm name). Show dimensions and note which are based on field
measurement, identify materials and equipment included in Work, and revisions on
resubmittals. Indicate compliance with standards and notation of coordination
requirements with other Work. Encircle, bubble or otherwise indicate selections of
products or materials and/or variations from Contract Documents or previous submittals.
Highlighting may be used in addition to circling or bubbling of appropriate materials or
variations from Contract Documents or previous submittals to direct the attention of the
reviewer but may not be utilized exclusively due to the difficulty in continuity of selections —
through copying and/or scanning of the submittal. Other acceptable means of selection
of materials, products or variations from Contract Documents or previous submittals
include striking out selections not included as part of the submittal, providing an arrow
pointing directly to the selection or other means that remain after copying and/or
scanning.
2. If Drawings prepared by the Engineer are used in preparation of Shop Drawings,
remove the Engineer's identification.
3. Provide 8 in. by 3 in. blank space for the Contractor's and Engineer's stamps.
4. Submittals:
a. Submit 6 paper copies. —
b. Maximum drawing size: 24 inch by 36 inch.
c. Submit 1 electronic copy, in .PDF format on a CD or via e-mail, with paper copies.
D. Product Data:
1. Preparation:
a. Collect required data into single submittal for each unit of Work or system. Where
product data includes information on several similar materials or equipment, some
of which are not required for use on Project or not included in submittal, mark
copies to show which items are not applicable to Project.
01 33 10-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
b. Where product data must be specially prepared for equipment, materials or
systems, because standard printed data is not suitable for use, submit data as
Shop Drawing and not as product data.
2. Submittals:
a. Submit 6 copies.
E. Samples:
1. Preparation:
a. Provide samples physically identical with proposed materials or equipment to be
incorporated into Work. Where variations in color, pattern or texture are inherent
in material or product represented by sample, submit multiple units (not less than
3) showing approximate limits of variations.
b. Provide full set of option samples where selection by the Engineer or the Owner is
required.
c. Include information with each sample to show generic description,source or product
name and manufacturer, limitations, and compliance with standards.
d. Submit samples for the Engineer's visual review of general generic kind, color,
pattern, texture, and for final check of coordination of these characteristics with
other related elements of Work.
e. Mock-ups and similar samples specified in Specification sections are recognized as
special type of samples. Comply with samples submittal requirements to greatest
extent possible.
2. Submittals:
a. At the Contractor's option, and depending upon nature of anticipated response
from the Engineer, initial submittal of samples may be preliminary or final submittal.
b. Preliminary submittal, of single set of samples, required where Specification's
indicate the Engineer's selection of color, pattern, texture or similar characteristics
from manufacturer's range of standard choices is necessary. Preliminary
submittals will be reviewed and returned with the Engineer's "Action"noted.
c. Final Submittals: Submit 3 sets of samples in final submittal, 1 set will be returned.
3. Distribution:
a. Maintain returned set of samples at Project site, in suitable condition and available
for quality control comparisons throughout course of performing Work.
F. Test Results:
1. Preparation:
a. Identify each test by Specification section and type of test.
2. Submittals:
a. Submit 3 copies.
b. Submittal is to confirm that results of tests verify materials, products, and systems
comply with Contract Documents and are not for approval.
01 33 10-5 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
3. Distribution:
a. Unless otherwise required in Specifications, test results shall be submitted to the
Engineer's field office or if the Engineer has no field office to the Engineer's office.
G. Miscellaneous:
1. Guarantees,Warranties, Maintenance Agreements,and Workmanship Bonds:
a. Refer to Specification sections for requirements. Submittal is considered final when
submittal returned by the Engineer, marked "No Exceptions Taken" or "Make _
Corrections Noted".
b. In addition to copies desired for the Contractor's use, furnish 2 executed copies.
Provide 2 additional copies where required for maintenance data.
2. Survey Data (If Applicable):
a. Refer to Specification sections for requirements on property surveys, building or —
structure condition surveys, field measurements, quantitative records of actual
Work, damage surveys, photographs, and similar data. Copies will not be
returned.
1) Survey Copies: 2 copies.
2) Final Property Survey: 10 copies.
3) Condition Surveys: 2 copies.
3. Certifications:
a. Refer to Specification sections for requirement on submittal of certifications. Submit
6 copies. Certifications are submitted for review of conformance with specified
requirements and information.
4. Closeout Submittals:
a. Refer to Specification sections and Section 01 78 39 for requirements on submittal
of closeout information, materials,tools, and similar items.
1) Materials and Tools: Spare parts, extra and overrun stock, maintenance
tools and devices, keys, and similar physical units to be submitted.
2) Operating and maintenance data. —
H. Operating and Maintenance(O&M) Data:
1. Organize operations and maintenance information into suitable sets of manageable size
and bind into individual binders properly identified and indexed (thumb-tabbed). Include
emergency instructions, safety precautions, spare parts listing, copies of warranties,
wiring diagrams, recommended "turn-around" cycles, inspection procedures, Shop
Drawings, Product Data, and similar applicable information.
a. Manufacturer's printed instructions regarding safety precautions for both (a)
protection of personnel operating equipment and systems and (b) prevention of —
damage to equipment and systems.
b. Shop Drawings and other submittals included in O&M data shall be corrected to
include,in same format and style as original submittal, review comments.
c. Data may be submitted on USB drive if approved by the Engineer.
01 33 10-6 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
2. Binders: Commercial quality D-Ring binder with durable and cleanable plastic covers.
Paperboard and laminated paperboard covers are not acceptable.
a. Do not fill binders to more than 75%of capacity.
b. When multiple binders are used for an item of equipment, organize contents
into related groupings. Each binder cover shall bear identification of specific
contents.
3. Cover Label: Label each binder cover and spine with typed or printed title
"OPERATION AND MAINTENANCE INSTRUCTIONS"and following:
a. Project title.
b. Name(s) of applicable building(s) or structure(s) as shown on Drawings in which
equipment located.
c. Name of equipment as set forth in Contract Documents.
d. Specification section number for equipment as set forth in Contract Documents.
4. Submit after equipment requiring O&M data has been returned "No Exceptions Taken"
or"Make Corrections Noted".
5. Submit 6 copies of each manual.
I. General Distribution:
1. Unless required elsewhere,provide distribution of submittals to Subcontractors,suppliers,
governing authorities, and others as necessary for proper performance of Work.
2. Provide copies of submittals bearing the Engineer's action stamp to:
a. Job site file.
—' b. Record documents file.
1.4 ACTION ON SUBMITTALS
A. Engineer's Action:
1. General:
a. Except for submittals for record and similar purposes, where action and return on
submittals is required or requested, the Engineer will review each submittal, mark
with appropriate action, and return. Where submittal must be held for
coordination, the Engineer will so advise the Contractor without delay.
b. The Engineer will stamp each submittal with uniform, self-explanatory action stamp,
appropriately marked with submittal action.
2. Notification of Insufficient Information:
a. If information submitted is not sufficient to complete review of submittal, the
Engineer will send transmittal to the Contractor notifying the Contractor that
additional information is required.
b. Submittal will be placed in an"On Hold" status and not returned until the Contractor
provides additional information.
3. Unsolicited Submittals: The Engineer will return unsolicited submittals to the Contractor
without reviewing.
01 33 10-7 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Action Stamp:
1. Marking: No Exceptions Taken.
a. Final Unrestricted Release: When submittals are marked as "No Exceptions
Taken", Work covered by submittal may proceed provided it complies with Contract
Documents. Acceptance of Work depends on that compliance.
2. Marking: Make Corrections Noted.
a. Final-But-Restricted Release: When submittals are marked as "Make
Corrections Noted Exceptions",Work covered by submittal may proceed provided
it complies with the Engineer's notations or corrections on submittal and with
Contract Documents. Acceptance of Work depends on that compliance.
Resubmittal not required.
3. Marking: Rejected; See Remarks.
a. Submittal Not Accepted: When submittals are marked as "Rejected; See
Remarks", do not proceed with Work covered by submittal. Work covered by
submittal does not comply with Contract Documents.
b. Prepare new submittal for different material or equipment supplier or different
product line or material of same supplier complying with Contract Documents.
4. Marking: Amend and Resubmit.
a. Returned for Resubmittal: When submittals are marked as "Amend and
Resubmit", do not proceed with Work covered by submittal. Do not permit Work
covered by submittals to be used at Project site or elsewhere where Work is in
progress.
b. Revise submittal or prepare new submittal in accordance with the Engineer's
notations in accordance with resubmittal requirements of this section. Resubmit
without delay. Repeat if required to obtain different action marking.
PART 2 PRODUCTS
(Not Used)
PART 3 EXECUTION
(Not Used)
***END OF SECTION***
01 33 10-8 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 45 50
TESTING LABORATORY SERVICES
PART 1 GENERAL
1.01 PERFORMANCE REQUIREMENTS
A. Employ and pay for services of testing laboratory approved by the Owner and the Engineer to
perform specified services and testing as described in Specifications.
1. Employment of laboratory shall, in no way, relieve the Contractor from his obligations to
perform Work of Contract.
B. Related Requirements in Other Parts of Contract Documents:
1. Inspections and testing required by laws, ordinances, rules, regulations, orders or
approvals of public authorities, Conditions of Contract.
1.02 QUALIFICATION OF LABORATORY
A. Meet basic requirements of ASTM E329.
B. Authorized to operate in state in which Project is located.
C. Testing Equipment:
1. Calibrated at reasonable intervals by devices of accuracy traceable to either:
a. National Bureau of Standards.
b. Accepted values of natural physical constants.
1.03 LABORATORY DUTIES
A. Cooperate with the Engineer and the Contractor; provide qualified personnel to perform Work
after due Notice to Proceed.
B. Perform specified inspections, secure samples, and test materials.
1. Comply with specified standards.
2. Ascertain compliance of materials with Contract Documents.
C. Promptly notify the Engineer and the Contractor of observed irregularities or deficiencies of
Work, equipment or material.
D. Promptly submit written report of each test and inspection; one copy each to the Engineer,
Owner, material supplier and Contractor, and one copy to record document file Each report
shall include following:
1. Date issued.
2. Project title and number.
3. Testing laboratory name, address and telephone number.
4. Name and signature of laboratory inspector.
5. Date and time of sampling or inspection.
6. Record of temperature and weather conditions if test performed in field.
7. Date of test.
8. Identification of product and Specification section.
01 45 50-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
9. Location of sample or test in Project.
10. Type of inspection or test.
11. Results of tests and compliance with Contract Documents.
12. Interpretation of test results, when requested by the Engineer —
E. Perform additional tests as required by the Engineer or the Contractor.
1.04 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to:
1. Release, revoke, alter or enlarge on requirements of Contract Documents.
2. Approve or accept any portion of Work.
3. Perform duties of the Contractor.
1.05 CONTRACTOR'S RESPONSIBILITIES
A. Cooperate with laboratory personnel and provide access to Work.
B. Provide to laboratory preliminary design mix proposed to be used for concrete and other
material mixes which require control by testing laboratory.
C. Furnish copies of product test reports.
D. Furnish incidental labor and facilities.
1. Provide access to Work to be tested.
2. Obtain and handle samples at Project site or at source of product to be tested.
3. Facilitate inspections and tests.
4. Store and cure test samples. —
E. Notify laboratory and the Engineer sufficiently in advance of operations to allow for laboratory
assignment of personnel and scheduling of tests.
1. When tests or inspections cannot be performed after such notice, reimburse Owner for
laboratory personnel and travel expenses incurred due to the Contractor's negligence.
F. Make arrangements with laboratory and pay for additional samples and tests required for the
Contractor's convenience.
G. Employ and pay for services of testing laboratory to perform additional inspections, sampling _
and testing required when initial tests indicate Work does not comply with Contract Documents.
PART 2 PRODUCTS —
(Not Used)
PART 3 EXECUTION
(Not Used) —
*** END OF SECTION ** *
01 45 50-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 45 51
TESTING
PART 1 GENERAL
1.01 SUMMARY
A. Measurement and Payment:
1. Testing and furnishing of samples required to be provided by the Contractor will not be paid
for separately but shall be considered incidental to unit price of item to which it applies unless
called for specifically to be paid separately in the Bid Items.
B. The Contractor shall employ services of independent testing laboratory approved by the Owner to
perform testing as described in the SUDAS specifications and the testing detailed in these
specifications.
C. The Contractor shall cooperate with the Engineer to facilitate execution of assurance testing
deemed necessary by the Engineer.
1.02 SYSTEM DESCRIPTION
A. Production Testing:
1. Materials produced off-site and incorporated into Work shall comply with the Contract
Documents.
a. Provide certifications of compliance.
2. On-site testing to confirm that material or equipment comply with Contract Document shall be
provided by the Contractor.
a. On-site testing to confirm that methods used by the Contractor result in conformance
with Contract Documents shall be provided by the Contractor. The Engineer will not
perform production testing but the Contractor shall inform the Engineer of production
testing schedule so the Engineer, at the Engineer's option, may observe testing.
b. The Contractor is responsible that materials and completed construction comply with
Contract Documents.
B. Assurance Testing:
1. Testing performed on-site an independent testing laboratory to determine if the Contractor's
work or materials comply with Contract Documents.
2. Materials used for assurance testing shall be furnished by the Contractor. The Contractor
shall provide labor and equipment needed to provide access to areas for assurance testing.
This includes, but is not limited to, excavation of backfill to various depths for testing.
3. Density of subgrades, trench backfill and crushed stone bases/surfaces.
a. The Contractor shall employ an independent testing laboratory to gather, test and
report on representative earth samples and to provide results of Standard Proctor
Density test in accordance with Iowa DOT Materials Laboratory Test Method 103.
Samples tested shall be representative of earth materials used for backfilling
structures and trenches.
_. 01 45 51-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
b. The Contractor shall employ an independent testing laboratory to gather representative
crushed stone base/surface materials and provide the results of Standard Proctor
Density test in accordance with Iowa DOT Materials Laboratory Test Method 103.
4. In-field nuclear density and moisture testing will be performed by the Engineer.
5. All proctor testing for hauled material is the responsibility of the Contractor.
C. Results of assurance testing or production testing provided by the Contractor shall, in no way,
relieve the Contractor of obligations to comply with Contract Documents.
PART 2 MATERIALS
(Not Used)
PART 3 EXECUTION
(Not Used)
'** END OF SECTION ***
01 45 51-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 50 00
TEMPORARY FACILITIES
PART 1 GENERAL
1.01 QUALITY ASSURANCE
A. Items provided under this section shall be listed or labeled by UL or other Nationally Recognized
Testing Laboratory(NRTL).
-- 1. Term "RTL" shall be as defined in OSHA Regulation 1910.7.
2. Terms "listed" and "labeled" shall be as defined in National Electrical Code (NEC),
Article 100.
B. Regulatory Requirements:
1. National Electrical Code (NEC): Components and installation shall comply with
National Fire Protection Association (NFPA) 70.
C. Comply with federal, state, and local codes and regulations,and with utility company requirements.
PART 2 PRODUCTS
2.01 TEMPORARY ELECTRICITY AND LIGHTING
A. General:
1. Temporary lighting shall be sufficient to enable the Contractor and Subcontractors to
complete Work and enable the Engineer to observe Work as it is being performed.
Illumination shall meet or exceed state code requirements.
B. Responsibilities:
1. Provide, maintain,and remove temporary electric service facilities as required for Contractor
activities. Coordinate with local utility if required.
2. Facilities exposed to weather shall be weatherproof type and electrical equipment enclosure
locked to prevent access by unauthorized personnel.
3. Pay for installation of temporary services including poles,transformer charges,and metering.
4. Arrange with local electric utility for temporary electric service subject to their requirements
and approval.
5. Register temporary meter in the Contractor's name.
6. Provide and maintain lamps, wiring, switches, sockets, and similar equipment required for
temporary lighting and small power tools.
7. Provide and pay for service to temporary offices.
2.02 TEMPORARY TELEPHONE SERVICE
A. Arrange with local telephone company to provide telephone service throughout duration of Work.
B. Locate telephone in Project construction office for local calls.
01 50 00-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
2.03 WATER FOR CONSTRUCTION
A. Water is not available at Project site. The Contractor shall provide water, if required, to perform
construction operations.
2.04 WATER FOR TESTING
A. The Contractor shall provide water necessary for testing prior to acceptance of Work, unless
specifically stated otherwise in Specifications for equipment, system or facility.
2.05 SANITARY FACILITIES
A. Sanitary facilities will not be provided by the Owner.The Contractor shall provide sanitary facilities
at his own cost.
B. Temporary sanitary toilet facilities shall conform to state and local health and sanitation regulations,
in sufficient number for use of the Engineer's, the Contractor's and Subcontractor's employees.
C. Maintain in sanitary condition and provide supply of toilet paper.
2.06 TEMPORARY FIRE PROTECTION
A. Provide and maintain in working order, minimum of one fire extinguisher at each work location,and
such other fire protective equipment and devices as would be reasonably effective in extinguishing
fires during early stages by personnel at Project site.
2.07 TEMPORARY SITE AND OTHER ROADS
A. Construct and maintain temporary site roadways in snow free,ice free,drivable condition necessary
to carry out construction operations.
B. Maintain the Owner's existing on-site roads and public roads used during construction free from
accumulations of dirt, mud and construction debris resulting from construction operations. Roads
shall be considered"maintained"when material has been removed by sweeper.
2.08 SECURITY
A. Security will not be provided by the Owner.
B. The Contractor shall be responsible for loss or injury to persons or property where Work is involved
and shall provide security and take precautionary measures to protect the Contractor's and the
Owner's interests.
2.09 TEMPORARY PARKING
A. There shall be no parking on Project site outside of active work area unless designated or approved
by the Owner.
B. Make arrangements and pay for parking area for employee's vehicles.
2.10 TEMPORARY FENCING
A. Provide temporary fencing sufficient to prevent trespass by the Contractor's and Subcontractor's
employees and Suppliers onto private property and by public onto construction site.
B. Materials shall be sufficiently durable to be effective for Contract Time.
2.11 FIELD OFFICES AND BUILDINGS
01 50 00-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
A. If required by the Contractor,erect where designated by the Owner,and maintain in good condition,
temporary field office, tool, and storage building(s) or trailer(s)for the Contractor's use.
1. Tool storage building(s) or trailer(s) shall be of ample size to provide space for tools and
_ equipment.
2. Building(s) or trailer (s) shall be neat and well constructed, surfaced with plywood, drop
siding, masonite, or other similar material, well painted and void of advertisements.
PART 3 EXECUTION
3.01 GENERAL
A. Maintain and operate systems to ensure continuous service.
B. Modify and extend systems as Work progress requires.
3.02 REMOVAL AND RESTORATION
A. Completely remove temporary materials,equipment,signs,and structures when no longer required.
B. In unfinished areas, clean and repair damage caused by temporary installations or use of temporary
facilities, restore drainage, and evenly grade, seed or plant as necessary to provide appearance
equal to or better than original.
C. In finished areas, restore existing or permanent facilities used for temporary services to specified or
original condition.
3.03 DAMAGE TO EXISTING PROPERTY
A. The Contractor is responsible for replacing or repairing damage to existing buildings, structures,
sidewalks, roads, parking lot surfacing, and other existing assets.
B. The Contractor shall have option of having the Owner contract for such Work and have cost
deducted from Contract price.
— *** END OF SECTION ***
01 50 00-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
LEFT BLANK INTENTIONALLY
01 50 00-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 50 10
TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES
PART 1 GENERAL
1.01 QUALITY ASSURANCE
A. Items provided under this section shall be listed or labeled by UL or other Nationally Recognized
Testing Laboratory(NRTL).
1. Term "NRTL"shall be as defined in OSHA Regulation 1910.7.
2. Terms"listed"and "labeled"shall be as defined in National Electrical Code, Article 100.
B. Regulatory Requirements:
1. National Electrical Code(NEC): Components and installation shall comply with National Fire
Protection Association (NFPA) 70.
C. Comply with federal, state, and local codes and regulations,and with utility company requirements.
PART 2 PRODUCTS
2.01 WATER FOR CONSTRUCTION
A. Water is not available at Project site. Make arrangements and pay costs to obtain suitable water.
2.02 WATER FOR TESTING
A. CONTRACTOR shall provide water necessary for testing prior to acceptance of Work, unless
specifically stated otherwise in Specifications for equipment, system or facility.
2.03 SANITARY FACILITIES
A. No sanitary facilities are available on site.
B. Provide temporary sanitary toilet facilities conforming to state and local health and sanitation
regulations, in sufficient number for use of ENGINEER'S, CONTRACTOR'S and Subcontractor's
employees.
C. Maintain in sanitary condition and provide supply of toilet paper.
2.04 TEMPORARY FIRE PROTECTION
A. Provide and maintain in working order, minimum of one fire extinguisher on each floor of each
building, and such other fire protective equipment and devices as would be reasonably effective in
extinguishing fires during early stages by personnel at Project site.
2.05 TEMPORARY SITE AND OTHER ROADS
A. Construct and maintain temporary site roadways in snow free,ice free,drivable condition necessary
to carry out construction operations.
B. Maintain City's existing on-site roads and public roads used during construction free from
accumulations of dirt, mud and construction debris resulting from construction operations. Roads
shall be considered "maintained"when material has been removed by sweeper.
01 50 10-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
2.06 SECURITY
A. Security will not be provided by City.
B. CONTRACTOR shall be responsible for loss or injury to persons or property where Work is involved,
and shall provide security and take precautionary measures to protect CONTRACTOR'S and City's
interests.
2.07 TEMPORARY FENCING
A. Provide temporary fencing sufficient to prevent trespass by CONTRACTOR'S and Subcontractor's _..
employees and Suppliers onto private property and by public onto construction site.
B. Materials shall be sufficiently durable to be effective for Contract Time.PART 3 EXECUTION
3.01 GENERAL
A. Comply with applicable requirements specified elsewhere in these specifications.
B. Maintain and operate systems to ensure continuous service.
C. Modify and extend systems as Work progress requires.3.02 REMOVAL AND RESTORATION
A. Completely remove temporary materials,equipment,signs,and structures when no longer required.B. In unfinished areas,clean and repair damage caused by temporary installations or use of temporary
facilities, restore drainage, and evenly grade, seed or plant as necessary to provide appearance
equal to or better than original.
C. In finished areas, restore existing or permanent facilities used for temporary services to specified,or
original condition. —
3.03 DAMAGE TO EXISTING PROPERTY
A. CONTRACTOR is responsible for replacing or repairing damage to existing buildings, structures, -
sidewalks, roads, parking lot surfacing, and other existing assets.
B. CONTRACTOR shall have option of having City contract for such Work and have cost deducted
from Contract price.
** * END OF SECTION ** *
01 50 10-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 57 00
PROTECTION OF ENVIRONMENT
— PART 1 GENERAL
1.01 SUMMARY
A. CONTRACTOR, in executing Work, shall maintain Work areas on- and off-site free from
environmental pollution that would be in violation of federal, state or local regulations.
B. Payment:
1. Consider Work specified in this section incidental and include payment as part of appropriate
lump sum or unit prices specified in Bid Form.
1.02 PROTECTION OF STORM SEWERS
A. Prevent construction material, pavement, concrete, earth or other debris from entering existing
storm sewer or sewer structure.
1.03 PROTECTION OF WATERWAYS
A. Observe rules and regulations of State of Iowa and agencies of U.S. government prohibiting
pollution of lakes, streams, rivers or wetlands by dumping of refuse, rubbish, dredge material or
debris.
1. Permits obtained by City are contained in Project Forms.
2. Other permits shall be obtained by CONTRACTOR at CONTRACTOR'S cost.
B. Provide holding ponds or approved method which will divert flows, including storm flows and flows
created by construction activity, to prevent excessive silting of waterways or flooding damage to
property.
C. Comply with Section 9040 of the SUDAS Specifications.
1.04 DISPOSAL OF EXCESS EXCAVATED AND OTHER WASTE MATERIALS
A. Excess excavated material not required or not suitable for backfill and other waste material shall be
disposed of in accordance with local regulatory requirements.
B. Provide watertight conveyance for liquid, semi-liquid or saturated solids which tend to bleed during
transport. Liquid loss from transported materials is not permitted, whether being delivered to
construction site or hauled away for disposal. Fluid materials hauled for disposal must be
specifically acceptable at selected disposal site.
1.05 PROTECTION OF AIR QUALITY
A. Minimize air pollution by requiring use of properly operating combustion emission control devices on
construction vehicles and equipment and encourage shutdown of motorized equipment not in use.
B. Do not burn trash on construction site.
C. If temporary heating devices are necessary for protection of Work,they shall not cause air pollution.
01 57 00-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
1.06 THAWING OF FROZEN GROUND
A. Obtain permit from appropriate local authority before building fire to thaw frozen ground, and --
comply with conditions of permit.
B. Use fuel which does not create air pollution or inconvenience public. _
C. ENGINEER reserves right to prohibit fires for thawing whenever deemed undesirable.
1.07 USE OF CHEMICALS
A. Chemicals used during project construction or furnished for project operation,whether herbicide,
pesticide,disinfectant, polymer, reactant or of other classification,shall be approved by U.S. EPA or
U.S. Department of Agriculture or any other applicable regulatory agency.
B. Use and disposal of chemicals and residues shall comply with manufacturer's instructions.
1.08 NOISE CONTROL
A. Conduct operations to cause least annoyance to residents in vicinity of Work, and comply with
applicable local ordinances.
B. Equip compressors, hoists, and other apparatus with mechanical devices necessary to minimize
noise and dust. Equip compressors with silencers on intake lines.
C. Equip gasoline or oil-operated equipment with silencers or mufflers on intake and exhaust lines.
D. Line storage bins and hoppers with material that will deaden sounds.
E. Conduct operation of dumping rock and of carrying rock away in trucks so as to cause minimum of
noise and dust.
F. Route vehicles carrying rock, concrete or other material over such streets as will cause least
annoyance to public and do not operate on public streets between hours of 6:00 p.m. and
7:00 a.m., or on Saturdays, Sundays or legal holidays unless approved by City.
1.09 DUST CONTROL
A. Due to close geographic location of Project to other off-site facilities and residential homes take
special care in providing and maintaining temporary site roadways,City's existing roads,and public
roads used during construction operations in clean, dust free condition.
B. Comply with local environmental regulations for dust control. If CONTRACTOR'S dust control
measures are considered inadequate by ENGINEER, ENGINEER may require CONTRACTOR to
take additional dust control measures.
1.10 FUELS AND LUBRICANTS
A. Comply with local,state and federal regulations concerning transportation and storage of fuels and
lubricants.
B. Fuel storage area and fuel equipment shall be approved by City prior to installation. Submit
containment provisions to City for approval.
01 57 00-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
C. Report spills or leaks from fueling equipment or construction equipment to City and cleanup as
required.
D. City may require CONTRACTOR to remove damaged or leaking equipment from Project site.
1.11 PILE AND SHEATHING DRIVING NOISE
A. If piles are required, use only pile driver hammers with mufflers capable of significantly reducing
noise and use barriers or shielding techniques as necessary to comply with applicable federal,
state, and local ordinances.
PART 2 PRODUCTS
(Not Used)
PART 3 EXECUTION
(Not Used)
** * END OF SECTION *"*
01 57 00-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
THIS PAGE LEFT BLANK INTENTIONALLY
01 57 00-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 60 10
MATERIAL AND EQUIPMENT
PART 1 GENERAL
1.01 SUBSTITUTIONS AND"OR EQUAL" ITEMS
A. General:
1. When equipment or material is specified by naming 1 or more equipment manufacturers or
material suppliers and followed by words"no substitution permitted"or similar wording, the
Contractor shall provide one of named manufacturers or suppliers.
B. Substitutions:
1. For material or equipment specified by naming one or more equipment manufacturers or
material suppliers and not followed by words"or equal,"the Contractor shall submit request
for substitution in accordance with Section 01 33 10 for equipment or manufacturer not
specifically named.
2. The Contractor's requests for changes in equipment and materials from those required by
Contract Documents are considered "requests for substitutions" and subject to the
Contractor's representations and review provisions of Contract Documents when one or more
of following conditions are satisfied.
a. Where required equipment or material cannot be provided within Contract Time, but
not as result of the Contractor's failure to pursue Work promptly or coordinate various
activities properly.
b. Where packaging of several items of equipment from single source will provide
maintenance and coordination advantages to the Owner.
c. When the Contractor proposes to provide substitute equipment or material to provide
the Owner with cost savings.
C. "Or Equal": For material or equipment specified by naming one or more equipment manufacturer
followed by the words"or equal",the Contractor shall submit in accordance with Section 01 33 10
for equipment or manufacturer not specifically named. The Engineer will review submittal in
accordance with Section 01 33 10.
D. Conditions which are not substitutions:
1. Requirements for substitutions do not apply to the Contractor options on materials and
equipment provided for in Specifications.
2. Revisions to Contract Documents, where requested by the Owner or the Engineer, are
"changes" not"substitutions."
3. The Contractor's determination of and compliance with governing regulations and orders
-- issued by governing authorities do not constitute substitutions or basis for Change Orders,
except as provided for in Contract Documents.
1.02 REUSE OF EXISTING MATERIAL
A. Except as specifically indicated or specified, do not use materials and equipment removed from
existing structure(s) in new Work.
B. For material and equipment specifically indicated or specified to be reused in Work:
01 60 10-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
1. Use special care in removal, handling,storage,and reinstallation to ensure proper function in
completed Work.
2. Arrange and pay for transportation, storage, and handling of products which require off-site
storage, restoration or renovation. '-
3. Off-site storage areas and buildings shall conform to requirements of this section.
1.03 MANUFACTURER'S INSTRUCTIONS
A. Installation of equipment and materials shall comply with manufacturer's instructions. Obtain and
distribute printed copies of such instructions to parties involved in installation, including 2 copies to
the Engineer. --
1. Maintain one set of complete instructions at Site during installation and until completion of
Work.
B. Handle,store, install,connect,clean,condition,and adjust materials and equipment in accordance
with manufacturer's written instructions and in conformance with Specifications.
1. If Site conditions or specified requirements conflict with manufacturer's instructions,consult —
the Engineer for further instructions. Do not proceed with Work without written instructions.
1.04 TRANSPORTATION AND HANDLING —
A. Arrange deliveries of materials and equipment in accordance with construction Progress Schedule;
coordinate to avoid conflict with Work and conditions at site.
1. Deliver materials and equipment in undamaged condition, in manufacturer's original
containers or packaging, with identifying labels intact and legible.
2. Protect bright machined surfaces,such as shafts and valve faces,with heavy coat of grease
prior to shipment.
3. Upon delivery, inspect shipments to ensure compliance with Contract Documents and
approved submittals,and materials and equipment have been protected and are undamaged.
B. Provide equipment and personnel to handle materials and equipment by methods recommended by —
manufacturer to prevent soiling or damage to materials or equipment, or their packaging.
1.05 STORAGE, PROTECTION AND MAINTENANCE —
A. The Owner assumes no responsibility for damage or loss due to storage of materials and
equipment. —
B. Interior Storage:
1. Store with seals and labels intact and legible. --
2. Store materials and equipment subject to damage by elements in weathertight enclosures.
3. Maintain temperature and humidity within ranges required by manufacturer's instructions.
C. Exterior Storage:
1. Store fabricated materials and equipment above ground, on blocking or skids, to prevent
soiling or staining. Cover materials and equipment subject to deterioration with impervious —
sheet coverings. Provide ventilation to avoid condensation.
2. Store loose granular materials in well-drained area on solid surfaces to prevent mixing with
foreign matter.
3. Store materials such as pipe, reinforcing steel, structural steel, and equipment on pallets or —
racks, off ground.
01 60 10-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
D. Inspection and Maintenance:
1. Arrange storage to provide easy access for inspection, maintenance, and inventory.
2. Make periodic inspections of stored materials and equipment to ensure materials and
equipment maintained under specified conditions are free from damage or deterioration,and
coverings are in-place and in condition to provide required protection.
3. Perform maintenance on stored material and equipment in accordance with manufacturer's
written instructions and in presence of the Owner or the Engineer.
a. Notify the Engineer 24 hours before performance of maintenance.
b. Submit report of completed maintenance and condition of coverings to the Engineer
with each Application for Payment.
c. Failure to perform maintenance, to notify the Engineer of intent to perform
maintenance or to submit maintenance report may result in rejection of material or
equipment.
E. Assume responsibility for protection of completed construction and repair and restore damage to
completed Work equal to original condition.
F. Wheeling of loads over finished floors,with or without plank protection, is not permitted in anything
except rubber-tired wheelbarrows, buggies, trucks or dollies. This applies to finished floors and
exposed concrete floors,as well as those covered with composition tile or other applied surfacing.
G. Where structural concrete is also finished surface, avoid marking or damaging surface.
1.06 SPECIAL TOOLS, SPARE PARTS AND LUBRICATING EQUIPMENT
A. Furnish, in accordance with manufacturer's recommendations, special tools required for checking,
testing, parts replacement, and maintenance. Special tools are those specially designed or
adapted for use on parts of equipment, and not customarily and routinely carried by maintenance
mechanics.
1. Tools and lubricating equipment shall be of quality compatible to equipment manufacturer
has furnished.
B. Deliver to the Owner before operating personnel have been instructed in operation, repair and
maintenance of equipment and unit is placed in operation.
C. Mark spare parts and special tools to identify associated equipment by name, equipment,and part
number. Package parts for protection against damage during shipping, handling and storage. Ship
spare parts and special tools in boxes marked to indicate contents.
1.07 LUBRICATION
A. Where lubrication is required for proper operation of equipment, incorporate necessary and proper
provisions in equipment in accordance with manufacturer's requirements.
PART 2 PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Material and Equipment Incorporated into Work:
1. Conform to applicable specifications and standards.
2. Comply with size, make, type, and quality specified or as approved by Submittal.
01 60 10-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Manufactured and Fabricated Materials and Equipment:
1. Design,fabricate,and assemble in accordance with engineering and shop practices standard
with industry.
2. Manufacture like parts of duplicate units to standard sizes and gauges, to be
interchangeable.
3. Two or more items of same kind shall be identical, by same manufacturer.
4. Material and equipment shall be suitable for service conditions.
5. Equipment capabilities,sizes,and dimensions shown or specified shall be adhered to, unless
variations are specifically approved, in writing.
6. Equipment shall be adapted to best economy in power consumption and maintenance. Parts _
and components shall be proportioned for stresses occurring during continuous or
intermittent operation,and for additional stresses occurring during fabrication or installation.
7. Design so working parts are readily accessible for inspection and repair, easily duplicated,
and replaced.
C. Do not use material or equipment for purpose other than for which it is designed or specified.
PART 3 EXECUTION
3.01 FIELD QUALITY CONTROL; INSTALLATION, INSTRUCTIONAL, AND POST STARTUP
SERVICES
A. General:
1. Provide on-site services of Supplier's representatives for equipment provided by the
Contractor during construction, installation, equipment startup, and training of the Owner's
personnel for equipment or sewerage operation as specifically required in Specification
section for equipment or system.
2. Include and pay costs for Supplier's services.
3. Work day is defined as 8 hour period during the Owner's or the Contractor's typical calendar
day. Work day for purposes of this section does not include travel to or from Site.
4. Specifications include minimum mandays to provide basis for bidding. If additional time is
required to perform services the Contractor shall include that time in Contract Price.
B. Installation Services:
1. Where installation services are called for in Specifications, provide competent and
experienced technical representatives of manufacturers of material or equipment and
systems to resolve assembly or installation procedures attributable to, or associated with,
equipment furnished.
2. After equipment is installed, representatives shall perform initial equipment and system
adjustment and calibration to conform to Specifications and manufacturer's requirements and ^
instructions.
3. Provide"Certificate of Installation Services"stating proper adjustments have been made to
equipment or system and equipment or system is ready for startup and system
demonstration. Use form in Project Forms and furnish 2 copies to the Engineer.
C. Instructional Services:
1. Do not start Instructional Services until Installation Services have been completed.
2. Where Instructional Services are called for in Specifications, provide competent and
experienced technical representative of Supplier to provide detailed instructions to the
Owner's personnel for operation of equipment. Training services shall include operation and _
01 60 10-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
maintenance of instrumentation and equipment in classroom and on-site. Training shall
include electrical, mechanical, and safety aspects of equipment.
3. Submit documentation identifying name of specific representative,factory authorization,and
background of named individual(s)to conduct training. Submit information 30 days before
scheduled training period for review and approval by the Engineer.
4. Coordinate training periods with the Engineer and the Owner and Supplier's representatives.
a. No training shall be conducted unless instructor has been approved by the Engineer.
b. Notify the Engineer at least 48 hours before training sessions are to begin so the
Engineer can make arrangements with the Owner's operating personnel.
c. Reschedule canceled training sessions 48 hours in advance.
d. Failure of Supplier's or manufacturer's representative to appear for scheduled training,
-- failure to notify the Engineer 24 hours in advance of need to cancel scheduled training
or failure to arrive within 30 min of start of scheduled training shall result in
reimbursement to the Owner for time lost by the Owner's personnel in waiting for
arrival of manufacturer's representative. Except in case of failure to arrive on time,
time will not exceed 1 hr for each employee scheduled to receive training. Failure to
arrive on time will be reimbursed by actual time late, up to 1 hr, after 1 hr training will
be rescheduled.
e. Failure of Supplier's or manufacturer's representative to appear for scheduled training,
failure to notify the Engineer 24 hours in advance of need to cancel scheduled training
or failure to arrive within 30 min of start of scheduled training shall result in
reimbursement to the Owner for expenses and time incurred by the Engineer in
traveling and time spent on-site. Minimum time billed shall be 8 hours.
5. Similar types of equipment differing in model, size or manufacturer shall require equal service
time as stated in specific Specification section.
6. O&M data shall constitute basis of instruction.
a. Review data contents with personnel in full detail to explain aspects of operations and
maintenance.
7. Instructional Services shall be completed before start of system demonstration as required.
8. Provide "Certificate of Instructional Services", cosigned by the Owner and Supplier's
representative, verifying training has been accomplished to satisfaction of each party. Use
form in Project Forms and furnish 2 copies to the Engineer.
** * END OF SECTION ***
01 60 10-5 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
CERTIFICATE OF INSTALLATION SERVICES
(Reference Specification Section 01 60 10)
Project
Equipment
Specification Section
Contract
I hereby certify the equipment supplier/manufacturer has inspected this equipment and that it has been
properly installed, adjusted, and calibrated. I further certify this equipment may now be operated for test
purposes and/or normal use. _
MANUFACTURER'S REPRESENTATIVE
Signature Date
Name (print)
Title
Representing
CONTRACTOR
Signature Date
Name (print)
Title
This form shall be completed and submitted to the Engineer prior to training of the Owner's personnel.
01 60 10-6 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
CERTIFICATE OF INSTRUCTIONAL SERVICES
'- (Reference Specification Section 01 60 10)
Project
Equipment
Specification Section
Contract
I hereby certify that the equipment supplier/manufacturer has instructed the Owner's personnel in the startup
operation and maintenance of this equipment as required in the Specifications.
CONTRACTOR
Signature Date
Name (print)
Title
OWNER
I hereby certify that my operating personnel received_days of instruction from for startup,operation,
and maintenance of this equipment.
Signature Date
Name (print)
Title
Representing
COMMENTS:
01 60 10-7 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
CERTIFICATE OF POST STARTUP SERVICES
(Reference Specification Section 01 60 10)
Project
Equipment
Specification Section
Contract
I hereby certify that the equipment supplier/manufacturer has inspected this equipment, made adjustments
and calibrations, and that it is operating in conformance with the design, Specification, and manufacturer's
requirements. Notation of improper operation shall be detailed and recommendations made and attached to
this form.
MANUFACTURER'S REPRESENTATIVE
Signature Date
Name (print)
Title
Representing
CONTRACTOR
Signature Date
Name (print)
Title
OWNER
I hereby certify that the equipment supplier/manufacturer has inspected this equipment and made adjustments
and calibrations.
Signature Date
Name (print)
Title
COMMENTS
This form shall be submitted to the Owner upon completion of 1-year reinspection as required by the
Specifications.
01 60 10-8 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 66 10
DELIVERY, STORAGE AND HANDLING
PART 1 GENERAL
1.01 GENERAL:
A. This Section specifies the general requirements for the delivery handling, storage and
protection for all items required in the construction of the work. Specific requirements, if any,
are specified with the related item.
— 1.02 TRANSPORTATION AND DELIVERY:
A. Transport and handle items in accordance with manufacturer's printed instructions.
B. Before shipping to the Site, contact the Engineer, in writing, giving at least fourteen (14) Days
prior notice to enable the Engineer or its authorized inspector to inspect the equipment if
necessary. Assemble the complete unit in the factory for inspection by the Engineer or its
authorized inspector. Do not ship the equipment until the Engineer has completed its
inspection.
C. Schedule delivery to reduce long term on-site storage prior to installation and/or operation.
Under no circumstances shall equipment be delivered to the site more than one month prior to
installation without written authorization from the Engineer or Owner.
D. Ship equipment, material and spare parts complete except where partial disassembly is
required by transportation regulations or for protection of components.
E. Pack spare parts in containers bearing labels clearly designating contents and pieces of
equipment for which intended. All spare parts shall be cross-referenced to their applicable the
Specification Section.
F. Carefully pack and crate equipment for shipment. Protect polished and machined metal
surfaces from corrosion and damage during shipment and installation. Specially pack electrical
equipment to prevent damage by moisture. Cover equipment having exposed bearings and
glands to exclude foreign matter. Carefully pack machines for shipment and protect electrical
equipment from moisture damage. Protect bearings, seals and glands from grit and dirt.
G. Identify each component with durable identifying labels or tags securely attached to each piece
of equipment, crate or container.
H. Finished surfaces of all exposed flanges shall be protected by fiberboard blank flanges strongly
built and securely bolted thereto.
I. Deliver spare parts at same time as pertaining equipment. Deliver spare parts to Owner after
completion of work.
J. Coordinate delivery with installation to ensure minimum holding time for items that are
hazardous, flammable, easily damaged or sensitive to deterioration.
K. Deliver products to the site in manufacturer's original sealed containers or other packing
systems, complete with instructions for handling, storing, unpacking, protecting and installing.
01 66 10-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
L. Assume responsibility for equipment material and spare parts just before unloading from carrier
at site.
M. All items delivered to the site shall be unloaded and placed in a manner which will not hamper the Contractor's normal construction operation or those of Subcontractors and other contractors
and will not interfere with the flow of necessary traffic.
N. Provide equipment and personnel to unload all items delivered to the site. —
O. Promptly inspect shipment to assure that products comply with requirements, quantities are
correct, and items are undamaged. For items furnished by others (i.e. Owner, other —
contractors), perform inspection in the presence of the Engineer or Owner. Notify Engineer or
Owner verbally, and in writing, of any problems.
P. Pay all demurrage charges if failed to promptly unload items. —
1.03 STORAGE AND PROTECTION:
A. Store and protect products and equipment in accordance with the manufacturer's instructions,
with seals and labels intact and legible. Storage instruction shall be studied by the Contractor
and reviewed with the Engineer or Owner by him. Instructions shall be carefully followed and a
written record of this kept by the Contractor for each product and pieces of equipment. —
B. Arrange storage of products and equipment to permit access for inspection. Periodically
inspect to make sure products and equipment are undamaged and are maintained under
specified conditions.
C. Provide protective maintenance during storage consisting of manually exercising equipment,
inspecting mechanical surfaces for signs or corrosion or other damage, lubricating, applying
any coatings as recommended by the equipment manufacturer necessary for its protection and
all other precautions to assure proper protection of all equipment stored and for compliance
with manufacturers' requirements related to warranties. Log all protective maintenance for
each piece of equipment in the written record noted above. —
D. Store loose granular materials on solid flat surface in a well-drained area. Prevent mixing with
foreign matter.
E. Cement and lime shall be stored under a roof and off the ground and shall be kept completely
dry at all times. All structural, miscellaneous and reinforcing steel shall be stored off the ground
or otherwise to prevent accumulation of dirt or grease, and in a position to prevent
accumulations of standing water and to minimize rusting. Beams shall be stored with the webs
vertical. Precast concrete shall be handled and stored in a manner to prevent accumulations of
dirt, standing water, staining, chipping or cracking.
F. All mechanical and electrical equipment and instruments shall be covered with canvas and
stored in a weathertight building to prevent injury. The building may be a temporary structure
on the site or elsewhere, but it shall be satisfactory to the Owner. Building shall be provided
with adequate ventilation to prevent condensation. Maintain temperature and humidity within
range required by manufacturer and to prevent condensation on the equipment being stored.
1. All equipment shall be stored fully lubricated with oil, grease and other lubricants unless _
otherwise instructed by the manufacturer.
01 66 10-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
2. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and
to avoid metal-to-metal "welding". Log all rotation maintenance for each piece of
equipment in the written record noted above.
3. Upon installation of the equipment, the Contractor shall start the equipment, at least half
load, once weekly for an adequate period of time to ensure that the equipment does not
deteriorate from lack of use. Log all startup for each piece of equipment in the written
record noted above.
4. Lubricants shall be changed upon completion of installation and as frequently as required
thereafter during the period between installation and acceptance. New lubricants shall be
put into the equipment at the time of acceptance.
5. Prior to acceptance of the equipment, the Contractor shall have the manufacturer inspect
the equipment and certify that its condition has not been detrimentally affected by the
long storage period. Such certifications by the manufacturer shall be deemed to mean
that the equipment is judged by the manufacturer to be in a condition equal to that of
equipment that has been shipped, installed, tested and accepted in a minimum time
period. As such, the manufacturer will guaranty the equipment equally in both instances.
If such a certification is not given, the equipment shall be judged to be defective. It shall
be removed and replaced at the Contractor's expense.
PART 2 PRODUCTS
(Not Used)
PART 3 EXECUTION
(Not Used)
** * END OF SECTION ** *
01 66 10-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
LEFT BLANK INTENTIONALLY
01 66 10-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 78 23
OPERATION AND MAINTENANCE (O&M) DATA
PART 1 GENERAL
1.01 SUMMARY
A. Compile data and related information in manuals appropriate for the Owner's operation and
maintenance(O&M) of each item of equipment identified in other Specification sections.
1.02 QUALITY ASSURANCE
A. Preparation of data shall be performed by personnel:
_ 1. Trained and experienced in O&M of described equipment.
2. Familiar with requirements of this section.
3. Skilled as technical writer to extent required to communicate essential data.
4. Skilled as drafter competent to prepare required drawings.
1.03 FORM OF MANUALS
A. Components:
1. Size: 8-1/2 in. by 11 in., or 11 in. by 17 in. folded, with standard 3-hole punching.
2. Paper: 20-lb minimum, white, for typed pages.
3. Text: Manufacturer's printed data, or neatly typewritten. Handwritten data is not acceptable.
4. Drawings:
a. Bind in with text.
b. Fold larger drawings and place in clear plastic pockets punched for inserting into
binder. Place identification on outside of each pocket.
B. Cover Label: Label each binder cover and spine with typed or printed title "OPERATION AND
MAINTENANCE INSTRUCTIONS"and following:
1. Project title.
2. Name(s)of applicable building(s)or structure(s)as shown on Drawings in which equipment
located.
3. Name of equipment as set forth in Contract Documents.
4. Specification section number for equipment as set forth in Contract Documents.
C. Binders:
1. Commercial quality D-Ring binder with durable and cleanable plastic covers. Paperboard
and laminated paperboard covers are not acceptable.
2. Do not fill binders to more than 75% of capacity.
3. When multiple binders are used for an item of equipment, organize contents into related
groupings. Each binder cover shall bear identification of specific contents.
1.03 SUBMITTAL SCHEDULE
A. Submit 6 copies of complete O&M data, bound in binders bearing identification label, for review
within 30 days after time the Contractor receives approved Shop Drawings and other submittals for
equipment from the Engineer.
01 78 23-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. The Engineer's review and acceptance of O&M data will be only for conformance with requirements
of this section, for form of submittal and organization of data and completeness of information
provided, but not for technical content or coordination between individual suppliers of equipment or
system(s).
C. The Contractor shall review O&M submittal and complete Form 1, Contractor Submittal Form,
attached to this section indicating requirements of this section have been met before submitting to
the Engineer. The Engineer will reject submittals without completed Form 1.
D. The Engineer will be sole judge of completeness of data.
1.04 PAYMENTS
A. Progress payment for equipment delivered,stored or installed under these Contract Documents will
not be made until O&M data is approved by the Engineer.
B. Progress payments for control systems packaged with equipment will not be made until O&M data
incorporated into equipment and control system manual is approved by the Engineer. —
PART 2 PRODUCTS
(Not Used)
PART 3 EXECUTION
3.01 GENERAL CONTENTS OF DATA
A. Each manual shall contain equipment data pertaining to not more than one Specification section
number indicated in Contract Documents.
B. Title Sheet: First page in data listing following: —
1. Title: "OPERATION AND MAINTENANCE INSTRUCTIONS."
2. Title of Project: As shown on Contract Documents.
3. Name(s) of applicable building(s) or structure(s) in which equipment is located.
4. Name of equipment as described in Contract Documents.
5. Specification section number for equipment.
6. The Contractor's name, address, and telephone number.7. Subcontractor's name, address, and telephone number if equipment is provided by
Subcontractor.
8. The Contractor's or Subcontractor's purchase order number, manufacturer's shop order
number or other such numbers required for parts and service ordering. —
9. Manufacturer's name, address, and telephone number.
10. Name, address, and telephone number for local source of supply for parts and service.
C. Equipment List: Immediately following title sheet containing following: —
1. Completed Form 1, Contractor's Submittal Form.
D. Table of Contents: Immediately following equipment list. Arrange in logical, systematic order and
shall include as minimum each tabbed divider. Each page shall be numbered.
E. Tabbed Dividers: Insert tabbed section dividers between each major section —
01 78 23-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
1. Provide title of section on each tab.
2. Provide table of contents for each tabbed section, arranged in systematic order.
F. Equipment Data Sheets: Provide catalog sheets showing configuration, manufacturer's
specifications, models, options, and styles of equipment and major components being provided.
Product data sheets will show project specific information with inapplicable information deleted by
crossing out or removal. Include in tabbed section(s).
G. Text:
1. Include only those sheets applicable to Project.
2. Each sheet shall:
a. Identify specific equipment or part installed.
b. Identify text applicable to equipment or part installed.
c. Do not include inapplicable information.
H. Drawings:
1. Supplement text with drawings to clearly illustrate following:
a. Equipment and components.
b. Relations of component parts of equipment and systems.
c. Control and flow diagrams.
2. Actual drawings of equipment from manufacturer. "Typical" drawings are not acceptable,
unless they accurately illustrate actual installation.
I. Specially written information, as required to supplement text for particular installation.
1. Provide explanation of interrelationships of equipment and components, and effects one
component has on another or entire system.
2. Provide overall instructions and procedures for equipment tying in instructions and
procedures for separate components into unified instructional package.
3. Provide glossary of special terms used by manufacturer.
4. Organize in consistent format under separate headings for different procedures.
5. Provide logical sequence of instructions for each procedure.
J. Copy of each warranty, bond or service contract issued.
1. Provide information sheet for the Owner's personnel to explain following.
a. Proper procedures in event of failure or malfunction to prevent voiding warranty.
b. Instances affecting validity of warranties or bonds.
3.02 SPECIFIC DATA FOR EACH EQUIPMENT AND SYSTEMS
A. For each item of equipment and system include:
1. Completed Equipment Data Form typewritten on copy of Form 2 to Section 01785.
2. Description of equipment and component parts:
— a. Function, normal operating characteristics, and limiting conditions.
b. Performance curves, engineering data, and tests as applicable.
c. Complete nomenclature and commercial number of replaceable parts.
01 78 23-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
d. Complete nameplate data.
e. P&ID numbers for equipment as indicated on Drawings.
3. Operating Procedures: —
a. Startup, break-in, and normal operating instructions.
b. Regulation, control, stopping, shutdown, and emergency instructions.
c. Summer and winter operating instructions, as applicable.
d. Special operating instructions.
4. Maintenance Procedures: —
a. Routine maintenance operations.
b. Guide to troubleshooting.
c. Disassembly, repair, and reassembly instructions. —
d. Alignment, adjusting, and checking instructions.
5. Servicing and Lubrication Schedule: —
a. List of lubricants required and quantity to be applied.
b. Schedule of lubrication.
c. Schedule for other routine maintenance.
6. Manufacturer's printed instructions regarding safety precautions for both (a) protection of
personnel operating equipment and systems and(b) prevention of damage to equipment and —
systems.
7. Description of sequence of operation of controls.
8. Manufacturer's parts list, illustrations, assembly drawings, and diagrams required for —
maintenance.
a. Predicted life of parts subject to wear. —
b. Items recommended to be stocked as spare parts and quantities of same.
9. Approved control diagrams such as ladder diagrams, instrumentation loop diagrams, and
electrical schematics as appropriate.
10. Bill of material.
11. Other data as required under applicable Specification sections.
B. Each electric and electronic system,as applicable to equipment such as switchgear,motor control
centers, panel boards, switchboards, starters, breakers, and relays shall include:
1. Description of System and Component Parts: —
a. Function, normal operating characteristics, and limiting conditions.
b. Performance curves, engineering data, rating tables, and tests as applicable.c. Complete nomenclature and commercial number of replaceable parts.
d. Complete nameplate data.
e. P&ID numbers for equipment as set forth on Drawings.
2. Circuit Directories of Panel Boards:
a. Electrical service.
b. Controls. —
c. Communications.
01 78 23-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
3. Complete instrumentation loop diagrams with tabulated listing of components in each control
circuit or loop.
4. Operating Procedures:
a. Routine and normal operating instructions.
b. Sequences required.
c. Special operating instructions.
5. Maintenance Procedures:
a. Routine maintenance operations.
b. Guide to troubleshooting.
c. Disassembly, repair, and reassembly instructions.
d. Adjustment and checking instructions.
6. Manufacturer's printed instructions regarding safety precautions for both (a) protection of
personnel operating equipment and systems and(b) prevention of damage to equipment and
systems.
7. List of original manufacturer's spare parts and recommended quantities maintained in
storage.
8. Other data as required under pertinent sections of Specifications.
C. Prepare and include additional data when need for such data becomes apparent during instruction
of the Owner's personnel or as requested by the Owner.
•
01 78 23-5 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 1 TO SECTION 01785 Page 1 of 5
CONTRACTOR SUBMITTAL FORM
TO: (Engineer) DATE:
(Address) SPECIFICATION
(City, State, Zip) SECTION TITLE:
(Attn:) SECTION NO.:
MANUFACTURER/
VENDOR:
FROM: (Contractor) NO. OF COPIES
(Address) SUBMITTED TO the
(City, State, Zip) Engineer:
SIGNATURE OF the
Contractor:
GENTLEMEN:
We have checked the O&M manual submittal dated , 20 , and have found it to be in
accordance with the requirements of Specification Section 01785 as noted below.
FORMAT
Size: 8-1/2 x 11 or 11 x 17
Paper: 20-lb minimum
Text: Printed data/neatly typed
Drawings:Standard size bound in text; in text-size labeled envelopes
Tabbed Section Dividers
Cover Label: Title
Project name
Building/structure ID
Equipment name
Specification section
Binders: Plastic Cover
01 78 23-6 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 1 TO SECTION 01785 Page 2 of 5
CONTRACTOR SUBMITTAL FORM
Provide Not Page
d Applicable No.
GENERAL CONTENTS
❑ One specification only
❑ Title Page
-Title
- Project title
- Building/structure ID
- Equipment name
- Specification section number
- Contractor ID
-Subcontractor ID
- Purchase order data
- Manufacturer ID
- Service/parts supplier ID
❑ Product List
E Table of Contents
Tabbed Sections
- Pertinent data sheets
-Annotated as needed
Text
- Pertinent to project
-Annotated
E Drawings
- Illustrate product and cornponenls
-Control and flow diagrams
01 78 23-7 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 1 TO SECTION 01785 Page 3 of 5
CONTRACTOR SUBMITTAL FORM
Provide Not Page
d Applicable No.
GENERAL CONTENTS
E Special Information
- Interrelationships of equipment and components
- Instructions and procedures provided
- Instructions organized in consistent format
- Instructions in logical sequence
-Glossary
❑ Warranty, Bond, Service Contract
SPECIFIC CONTENTS (EQUIPMENT/SYSTEMS ONLY)
E. Description of Unit and Components
- Equipment functions
- Normal operating characteristics
- Limiting conditions
- Performance curves
- Engineering data
-Test data
- Replaceable parts list (with numbers)
-Nameplate data
- P&ID numbers
n Operating Procedures
-Startup
- Routine/normal operation .
- Regulation and control
-Stopping and shutdown
- Emergency
01 78 23-8 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 1 TO SECTION 01785 Page 4 of 5
CONTRACTOR SUBMITTAL FORM
Provide Not Page
d Applicable No.
SPECIFIC CONTENTS(EQUIPMENT/SYSTEMS ONLY)
Operating Procedures (continued)
- Seasonal operation
- Special instructions
Maintenance Procedures
- Routine/normal instructions
-Troubleshooting guide
- Disassembly/reassembly/repair
❑ Servicing and Lubrication
- List of lubricants
- Lubrication schedule
- Maintenance schedule
01 Safety Precautions/Features
❑ Sequence of Operation of Controls
❑ Assembly Drawings
I Parts List and Illustrations
- Predicted life
- Spare parts list
❑ Control Diagrams/Schematics
I Bill of Materials
❑ Completed Equipment Data Form per Specification
❑ Other Data as Required
01 78 23-9 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 1 TO SECTION 01785 Page 5 of 5
CONTRACTOR SUBMITTAL FORM
Provide Not Page
d Applicable No.
SPECIFIC CONTENTS(EQUIPMENT/SYSTEMS ONLY)
❑ Description
- Equipment functions
- Normal operating characteristics
- Performance curves
- Engineering data
-Test data
- Replaceable parts list (with numbers)
- Nameplate data
- P&ID numbers
• Panel Board Directories
- Electrical
- Controls
-Communications
• Instrumentation Loops
- Diagrams
-Components list each circuit/loop
❑ Maintenance Procedures
- Routine/normal instructions-Troubleshooting guide
- Disassembly/reassembly
-Adjusting and checking
❑ Safety Precautions/Features
❑ Spare Parts List
❑ Additional Data
01 78 23-10 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 2 TO SECTION 01785 Page 1 of 4
EQUIPMENT DATA FORM
PROJECT NAME
CONTRACT NO.
CONTRACTOR
EQUIPMENT NO. ASSET NO.*
DESCRIPTION MAINT. NO.*
LOCATION
MANUFACTURER
PURCHASED FROM
VENDOR ORDER NO. PURCHASE $
DATE OF PURCHASE
LOCAL SUPPLIER
ADDRESS
PHONE NO.
MODEL NO.
NO. OF UNITS SERIAL NOS.
*By Owner
01 78 23-11 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 2 TO SECTION 01785 Page 2 of 4
EQUIPMENT DATA FORM ._
NAMEPLATE DATA
ELECTRIC MOTOR PUMP/HVAC UNIT
MANUFACTURER MANUFACTURER
TYPE [ ]AC [ ] DC TYPE
HORSEPOWER SIZE
RPM CAPACITY
VOLTAGE PRESSURE
AMPERAGE ROTATION
PHASE IMPELLER SIZE
FRAME IMPELLER MATERIAL
DRIVE/REDUCER OTHER(I&C)
MANUFACTURER MANUFACTURER
[ ] GEAR TYPE
[ ]V-BELT
[ ] CHAIN
TYPE [ ]VARIDRIVE SIZE
SERVICE FACTOR CAPACITY
RATIO RANGE
01 78 23-12 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 2 TO SECTION 01785 Page 3 of 4
EQUIPMENT DATA FORM
MAINTENANCE SUMMARY
EQUIPMENT NO. ASSET NO.*
DESCRIPTION MAINT. NO.*
MAINTENANCE OPERATION: FREQUENCY:
List briefly each Maintenance Operation required and refer to specific List required frequency of
information in Manufacturer's Manual, if applicable. Refer by symbol each maintenance operation.
to "Lubricant List"for Lubrication Operation.
*By Owner
01 78 23-13 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
FORM 2 TO SECTION 01785 Page 4 of 4
EQUIPMENT DATA FORM
LUBRICANT/RECOMMENDED SPARE PARTS LIST
EQUIPMENT NO. ASSET NO.*
DESCRIPTION MAINT. NO."
LUBRICANT LIST
REFERENCE LUBRICANT TYPE RECOMMENDED LUBRICANT
SYMBOL (MILITARY STANDARD) AND MANUFACTURER
List symbols in List general lubricant type. List specific lubricant name, viscosity, and
"Maintenance manufacturer.
Operation" (Page
3).
RECOMMENDED SPARE PARTS LIST
PART NO. ** DESCRIPTION UNIT QUANTITY UNIT COST
ADDITIONAL DATA AND REMARKS
* By Owner
** Identify parts provided by this contract with two asterisks.
Note: Attach additional sheets if necessary; identify each sheet at top with equipment number and
description.
** * END OF SECTION * **
01 78 23-14 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 GENERAL
1.01 SUMMARY
A. Maintain at site one record copy of:
1. Drawings.
2. Project Manual.
3. Addenda.
4. Change orders and other modifications to Contract.
5. The Engineer's Field Orders, Work Change Directives, Written Amendments, or
clarifications.
6. Returned Shop Drawings and other submittals.
7. Field test records.
8. Associated permits.
1.02 SUBMITTALS
A. At Substantial Completion:
1. Deliver one marked up set of Drawings to the Engineer for use in preparation of record
drawings.
B. Submit with transmittal letter containing following:
1. Date.
2. Project title and number.
3. The Contractor's name and address.
4. Title of record document.
5. Signature of the Contractor or authorized representative.
PART 2 PRODUCTS
(Not Used)
PART 3 EXECUTION
3.01 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Store record documents and samples on-site apart from documents used for construction.
1. Provide files and racks for storage of documents.
2. Provide secure storage space for storage of samples.
B. Maintain record documents in clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
C. Make record documents and samples available for inspection by the Engineer or the Owner.
D. Failure to properly maintain record documents may be reason to delay portion of progress
payments until records comply with Contract Documents.
01 78 39-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
3.02 RECORD DOCUMENTS
A. General:
1. Maintain one complete set of Drawings and Project Manual, including Addenda, legibly
annotated to show changes made during construction.
2. Label each document"PROJECT RECORD" in neat, large printed letters.
3. Record information concurrently with construction progress:
a. Do not conceal Work until information is recorded.
b. Record changes made by Field Order, Change Order or Work Directive Change and
identify document number.
4. Give particular attention to concealed equipment and materials that would be
difficult to measure and record at later date.
B. Drawings:
1. Graphically depict changes by modifying or adding to plans, details, sections, elevations, or
schedules.
2. Make changes on each sheet affected by changes.
3. Dimensions: '
a. Depths of various elements of foundation in relation to finish first floor datum.
b. Horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
4. Location of internal utilities and appurtenances concealed in construction, referenced to
visible and accessible features of structure.
5. Details not on original Drawings.
6. Size of equipment and location including connections.
C. Specifications:
1. Mark Specification sections to show substantial variations in actual Work performed in
comparison with text of Specifications and modifications.
2. Include variations in products delivered to site and from manufacturer's installation
instructions and recommendations.
3. Give particular attention to substitutions and selection of options and similar information.
4. Note related record drawing information and Product Data.
*** END OF SECTION ***
01 78 39-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 02 41 00
DEMOLITION
PART 1 GENERAL
1.01 DESCRIPTION:
A. Provide demolition of existing conditions as indicated and in compliance with Contract
Documents.
1.02 REFERENCES:
A. United States Environmental Protection Agency(USEPA):
1. 832: Storm Water Management for Construction Activities: Developing Pollution
Prevention Plans and Best Management Practices.
1.03 DELIVERY STORAGE AND HANDLING:
A. Comply with the requirements specified in Section 01 66 10
PART 2 - PRODUCTS
(Not Used)
PART 3 - EXECUTION
3.01 PREPARATION:
A. Burning of demolition debris is prohibited.
B. Protect existing structures, equipment, and appurtenances to remain.
C. Obtain permission from Engineer before abandoning or removing existing structures, materials,
equipment and appurtenances.
D. Provide fire extinguishers in areas where demolition work is performed by use of an open flame.
Exercise necessary precautions for fire prevention.
E. Maintain circulation of traffic within area at all times during demolition operations.
F. Make necessary arrangements with and perform work required by utility companies and
municipal departments for discontinuance or interruption of utility services due to demolition
work.
3.02 DEMOLITION:
A. Demolish and remove existing construction, utilities, equipment, and appurtenances.
02 41 00-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Provide maximum practicable protection from inclement weather for partially dismantled
structures.
C. Protect persons and property throughout progress of work. Provide safe working conditions for —
personnel.
D. Wet down work during demolition operations to prevent dust from arising. Minimize spread of
dust and airborne particles.
E. Complete demolition work on upper levels before disturbing supporting members on lower
levels.
F. Removed materials, equipment, and appurtenances, not designated for relocation, become
property of Contractor and shall be disposed of offsite.
1. Dispose of waste materials in accordance with local/regional/state regulations.
3.03 REPAIR/RESTORATION:
A. Repair or remove items that are damaged. Repair and restore items to condition at least equal
to that which existed prior to start of work. _
3.04 CLOSEOUT ACTIVITIES:
A. Provide in accordance with Section 01 78 39.
** * END OF SECTION ** *
02 41 00-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 03 30 00
CAST-IN-PLACE CONCRETE
PART 1 GENERAL
1.01 DESCRIPTION:
A. Provide cast-in-place concrete as indicated and in compliance with Contract Documents.
1.02 REFERENCES:
A. American Concrete Institute (ACI):
1. 211.1: Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass
Concrete
2. 214R: Recommended Practice for Evaluation of Strength Test Results of Concrete
3. 301: Standard Specifications for Structural Concrete
4. 304R: Guide for Measuring, Mixing, Transporting and Placing Concrete
5. 304.2R: Placing Concrete by Pumping Methods
6. 305R: Hot Weather Concreting
_ 7. 306R: Cold Weather Concreting
8. 308: Standard Practice for Curing Concrete
9. 309R: Guide for Consolidation of Concrete
10. 311.4R: Guide for Concrete Inspection
11. 318: Building Code Requirements for Structural Concrete
12. 350: Code Requirements For Environmental Engineering Concrete Structures
B. ASTM International (ASTM):
1. A123: Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel
Products
2. A153: Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware
3. C31: Standard Practice for Making and Curing Concrete Test Specimens in the Field
4. C33: Standard Specification for Concrete Aggregates
5. C39: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
6. C40: Standard Test Method for Organic Impurities in Fine Aggregates for Concrete
7. C42: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams
of Concrete
8. C87: Standard Test Method for Effect of Organic Impurities in Fine Aggregate on
Strength of Mortar
9. C88: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or
Magnesium Sulfate
10. C94: Standard Specification for Ready-Mixed Concrete
11. C109: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars
(Using 2-in or[50-mm] Cube Specimens)
12. C123: Standard Test Method for Lightweight Particles in Aggregate
13. C136: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
14. C138: Standard Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of
Concrete
15. C143: Standard Test Method for Slump of Hydraulic Cement Concrete
16. C150: Standard Specification for Portland Cement
17. C157: Standard Test Method for Length Change of Hardened Hydraulic Cement, Mortar
and Concrete
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18. C171: Standard Specification for Sheet Materials for Curing Concrete
19. C172: Standard Practice for Sampling Freshly Mixed Concrete
20. C192: Standard Practice for Making and Curing Concrete Test Specimens in the
Laboratory
21. C231: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure
Method
22. C260: Standard Specification for Air-Entraining Admixtures for Concrete
23. C289: Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates
(Chemical Method)
24. C295: Standard Guide for Petrographic Examination of Aggregates for Concrete
25. C309: Standard Specification for Liquid Membrane-Forming Compounds for Curing
Concrete
26. C311: Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans
for Use as a Mineral Admixture in Portland Cement Concrete
27. C494: Standard Specification for Chemical Admixtures for Concrete
28. C595: Standard Specification for Blended Hydraulic Cements
29. C618: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for
Use as a Mineral Admixture in Portland Cement Concrete
30. C989: Standard Specification for Ground Granulated Blast-Furnace Slag for Use in
Concrete and Mortars
31. C1017: Standard Specification for Chemical Admixtures for Use in Producing Flowing
Concrete
32. C1064: Standard Test Method for Temperature of Freshly Mixed Portland Cement
Concrete
33. C1107: Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
34. D75: Standard Practice for Sampling Aggregates
35. E329: Standard Specification for Agencies Engaged in the Testing and/or Inspection of
Materials used in Construction
C. American Association of State Highway and Transportation Officials (AASHTO):
1. M182: Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats
1.03 SUBMITTALS:
A. Submit the following shop drawings in accordance with Section 01 33 10.
B. Product Data:
1. Manufacturer's specifications and instructions including Safety Data Sheets (SDS) for
admixtures and curing materials. Manufacturer's certification of compatibility of all
admixtures.
C. Shop Drawings:
1. Provide certificate that cement used complies with ASTM C150 and these specifications.
2. Provide certificates that aggregates comply with ASTM C33. Submit gradation analysis
with concrete mix designs.
3. Provide certificate of compliance with these specifications from the manufacturer of the
concrete admixtures.
4. For each formulation of concrete proposed, prepare mix designs in accordance with ACI
318, Chapters 4 and 5, except as modified herein. Submit mix design for review by the
Engineer at least 15 days before placing of any concrete.
5. Proposed special procedures for protection of concrete under wet weather placement
conditions.
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6. Proposed special procedures for protection and curing of concrete under hot and cold
weather conditions.
D. Field Quality Control Submittals
1. Provide delivery tickets for ready-mix concrete or weighmasters certificate per ASTM
C94, including weights of cement and each size aggregate and amount of water added at
the plant and record of pours. Record the amount of water added on the job on the
delivery ticket. Water added at the plant shall account for moisture in both coarse and
fine aggregate.
1.04 QUALITY ASSURANCE:
A. Unless otherwise indicated, materials, workmanship, and practices shall conform to the
following standards:
1. ACI 301, "Structural Concrete for Buildings."
2. ACI 318, "Building Code Requirements for Reinforced Concrete."
3. ACI 350, "Code Requirements for Environmental Engineering Concrete Structures."
B. Where provisions of pertinent codes and standards conflict with this specification, the more
stringent provisions govern.
C. Concrete not meeting the minimum specified 28-day design strength shall be cause for
rejection and removal from the work.
D. Perform concrete work in conformance with ACI 301 unless otherwise specified.
E. Do not use admixtures, including calcium chloride, which will cause accelerated setting of
cement in concrete.
F. Do not place concrete until design mix is accepted by the Engineer.
G. Employ an independent testing laboratory, acceptable to the Engineer, to develop concrete mix
designs.
H. The Contractor shall employ an independent testing laboratory to test conformity of materials to
specifications. Concrete testing shall be performed by an ACI Concrete Field Technician, Grade
I or equivalent. Allow free access to obtain test samples.
I. Methods of Sampling and Testing:
1. Fresh Concrete Sampling: ASTM C172
2. Specimen Preparation: ASTM C31
3. Compressive Strength: ASTM C39
4. Air Content: ASTM C231
5. Slump: ASTM C143
6. Temperature: ASTM C1064
7. Unit Weight: ASTM C138
8. Obtaining Drilled Cores: ASTM C42
9. Drying Shrinkage: ASTM C157
J. Acceptance of Structure: Acceptance of completed concrete work requires conformance with
dimensional tolerances, appearance and strength as indicated or specified.
— 03 30 00-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
K. Hot weather concrete to conform to ACI 305R and as specified herein.
L. Cold weather concrete to conform to ACI 306R and as specified herein.
M. Reject concrete delivered to job site that exceeds the time limit or temperature limitations
specified.
N. Do not place concrete in water or on frozen or uncompacted ground.
O. Workability
1. Concrete shall be of such consistency and composition that it can be worked readily into
the forms and around the reinforcement without excessive vibrating and without
permitting the materials to segregate or free water to collect on the surface.
2. Adjust the proportions to secure a plastic, cohesive mixture, and one that is within the
specified slump range.
3. To avoid unnecessary changes in consistency, obtain the aggregate from a source with
uniform quality, moisture content, and grading. Handle materials to minimize variations in
moisture content that would interfere with production of concrete of the established
degree of uniformity and slump.
1.05 DELIVERY, STORAGE,AND HANDLING:
A. Provide in conformance with Section 01 66 10 and as specified herein. —.
B. Deliver concrete to discharge locations in watertight agitator or mixer trucks without altering the
specified properties of water-cement ratio, slump, air entrainment, temperature and _
homogeneity.
C. Reject concrete not conforming to specification, unsuitable for placement, exceeding the time
or temperature limitations or not having a complete delivery batch ticket.
1.06 SITE CONDITIONS:
A. Do not place concrete until conditions and facilities for making and curing control test
specimens are in compliance with ASTM C 31 and as specified herein.
PART 2 PRODUCTS
2.01 MATERIALS:
A. Cement:
1. Portland Cement, ASTM C150, Type II; or blended hydraulic cement, ASTM C595, Type _
IP (MS).
2. Use only one brand of cement in any individual structure. Use no cement that has
become damaged, partially set, lumpy, or caked. Reject the entire contents of the sack or
container that contains such cement. Use no salvaged or reclaimed cement.
3. Maximum tricalcium aluminate shall not exceed 8 percent. The maximum percent alkalis
shall not exceed 0.6 percent.
03 30 00-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Fly Ash:
1. Provide fly ash conforming to the following requirements:
a. Class F fly ash conforming to ASTM C 618 for chemical and physical properties.
b. Supplemental requirements in percent:
(1) Maximum carbon content: 3 percent
(2) Maximum sulfurtrioxide(SO3) content: 4 percent
(3) Maximum loss on ignition: 3 percent
(4) Maximum water requirement(as a percent of control): 100 percent
(5) Fineness, maximum retained on No. 325 sieve: 25 percent
C. Ground Granulated Blast Furnace Slag (GGBF):
1. GGBF, when used, shall meet the requirements of ASTM C989, Grade 100 or better.
D. Fine Aggregates:
1. Clean, sharp, natural sand conforming to requirements of ASTM C33 with a fineness
modulus between 2.50 and 3.0.
E. Coarse Aggregate:
1. Well graded crushed stone, natural rock conforming to requirements of ASTM C33.
2. Limit deleterious substances in accordance with ASTM C33, Table 3, Severe Weathering
Regions, limit clay lumps not to exceed 1.0 percent by weight, and limit loss when tested
for soundness using magnesium sulfate to 12 percent.
F. Water and Ice:
1. Use water and ice free from injurious amounts of oil, acid, alkali, salt, organic matter or
other deleterious substances and conforms to requirements of ASTM C94.
2. Water shall not contain more than 500 mg/L of chlorides nor more than 500 mg/L of
sulfate.
3. Heat or cool water to obtain concrete temperatures specified, and in conformance with
ACI 305R and ACI 306R.
G. Concrete Admixtures:
1. Maintain compressive strength and maximum water-cement ratios specified in Table
03 30 00-1 when using admixtures. Include admixtures in solution form in the water-
cement ratio calculations.
2. Do not use any admixture that contains chlorides or other corrosive elements in any
concrete. Admixtures shall be nontoxic after 30 days.Use admixtures in compliance with
the manufacturer's printed instructions. The manufacturer shall certify the compatibility of
multiple admixtures used in the same mix.Do not use admixtures in greater dosages than
recommended by manufacturer.
5. Air Entrainment:
a. Class A concrete; an air-entraining admixture conforming to ASTM C260.
b. Products:
(1) BASF Corporation; MB-AE 90.
(2) Sika Corporation, AER.
03 30 00-5 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
c. Adjust the admixture content to accommodate fly ash or pozzolan requirements,
and other admixtures when used, in order to obtain the specified air content.
6. Water Reducing:
a. Class A concrete; a water-reducing admixture conforming to ASTM C494, Type A
and compatible with the air-entraining admixtures. The amount of admixture added
to the concrete shall be in accordance with the manufacturer's recommendations.
b. Products:
(1) BASF Corporation; Polyheed Series
(2) Sika Corporation, Plastocrete 161
(3) WR Grace&Co.; Darex II-AEA
(4) Euclid Chemical Company; Eucon NW
7. Water Reducing and Retarding:
a. Class A concrete; a water-reducing and retarding admixture conforming to ASTM
C494, Type D and compatible with the air-entraining admixtures. The amount of
admixture added to the concrete shall be in accordance with the manufacturer's
recommendations.
b. Products:
(1) BASF Corporation; Pozzolith Series
(2) Sika Corporation; Plastiment
(3) Euclid Chemical company; Eucon WR-91
8. High-Range Water-Reducing Admixture(Superplasticizer):
a. Class A concrete; a High-Range water-reducing admixture conforming to ASTM
C494, Type F or ASTM C1017, Type I.
b. Products:
(1) BASF Corporation; Glenium Series
(2) WR Grace&Co.; Daracem 100
(3) Euclid Chemical company; Eucon SPC
H. Curing Compound:
1. Liquid form, which will form impervious membrane over, exposed surface of concrete
when applied to fresh concrete by means of spray gun. Compound shall not inhibit future
bond of floor covering or concrete floor treatment. Use Type I-D compound with red
fugitive dye, Class B, having 18 percent minimum solids conforming to ASTM C309.
2. Products:
a. BASF Building Systems; Kure 1315.
b. Euclid Chemical Company; Super Diamond Clear VOX.
c. W. R. Meadows, Inc.; VOCOMP-30.
d. Dayton Superior Corp; Safe Cure and Seal 30 percent.
e. Spec Chem, Cure and Seal WB.
Burlap Mats:
1. Conform to AASHTO M182.
03 30 00-6 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
J. Sisal-Kraft Paper and Polyethylene Sheets for Curing:
1. Conform to ASTM C171.
2.02 MIXES:
A. Conform to ASTM C94, except as modified by these specifications.
B. Air content as determined by ASTM C231:
1. 5 +/- 1-1/2 percent for concrete using 1-1/2 inch (38 mm) maximum aggregate size.
2. 6 +/- 1-1/2 percent for concrete using 3/4-inch (19 mm) maximum aggregate size.
C. Provide concrete with the following compressive strengths at 28 days and proportion it for
strength and quality requirements in accordance with ACI 318. The resulting mix shall not
conflict with limiting values specified in Table 03 30 00-1.
Table 03 30 00-1
28-Day
Minimum Minimum Maximum
Compressive Cementitious Water/
Strength Content(lbs Cement
Class Type of Work (psi)[Mpa] per C.Y.) Ratio
A Concrete for all structures and 4,000 [28] 560 0.44
concrete not otherwise specified.
D. Measure slump in accordance with ASTM C143:
1. Proportion and produce the concrete to have a maximum slump of 4 inches (102 mm). A
tolerance of up to 1 inch (25 mm) above the indicated maximum is allowed for individual
batches provided the average for all batches or the most recent 10 batches tested,
whichever is fewer, does not exceed the maximum limit. Concrete of lower than usual
slump may be used provided it is properly placed and consolidated.
2. Mixes containing water reducers shall have a maximum slump of 6 inches (152 mm) after
the addition of a mid-range water reducer and maximum slump of 8 inches (203 mm)
after the addition of a high range water reducer.
E. Pozzolan Content:
1. Fly ash shall not exceed 20 percent of the total cementitious content.
2. Ground Granulated Blast Furnace Slag (GGBF) will be permitted as a substitute for fly
ash at no additional cost to the Owner, in the event that Class F Fly Ash is not available.
The slag substitution shall be in the same proportions and percentages of the total
cementitious material as shown for fly ash. A higher percentage of GGBF will be allowed
if permitted by the Engineer to suit project needs.
F. Aggregate Size:
1. Aggregate size shall be 3/4-inch (19 mm) maximum for slabs and sections 8 inches
(203 mm) thick and less. Aggregate size shall be 1 inch (25 mm) maximum for sections
greater than 8 inches (203 mm) and less than 17 inches (432 mm). Aggregate size shall
be 1-1/2 inches (38 mm) maximum for all larger slabs and sections.
2. Combined aggregate grading shall be as shown in the following table:
— 03 30 00-7 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
Table 03 30 00-2
Maximum Aggregate Size 1-1/2 inch 1 inch 3/4-inch 3/8-inch
Aggregate Grade per ASTM C33 467 57 67 8 —
PART 3 EXECUTION
3.01 INSPECTION:
A. Examine the subgrade and the conditions under which work is to be performed and notify the —
Engineer in writing of unsatisfactory conditions. Do not proceed with the work until
unsatisfactory conditions are corrected to comply with specified subgrade conditions in a
manner acceptable to the Engineer.
3.02 MIXING AND TRANSPORTING CONCRETE:
A. General: Conform to concreting procedures set forth in ASTM C94, ACI 304R and as specified —
herein.
1. Transport concrete to discharge locations without altering the specified properties of
water-cement ratio, slump, air entrainment,temperature and homogeneity.
2. Discharge concrete into forms within 1-1/2 hours after cement has entered mixing drum
or before the drum has revolved 300 revolutions after the addition of water, whichever
occurs first. —
3. Do not add water at the jobsite unless permitted by the Engineer. If it is necessary to add
water to obtain the specified slump, add water per ASTM C94, but do not exceed the
maximum water content in the reviewed concrete design mix. Added water shall be
incorporated by additional mixing of at least 35 revolutions. �-
4. Do not add water to concrete containing high range water reducing admixture. Do not
add water to concrete in delivery equipment not acceptable for mixing.
5. Keep a record showing time and place of each pour of concrete, together with transit-mix
delivery slips certifying the contents of the pour.
6. Discharge of concrete shall be completed within the limits set out in Table 03 30 00-3.
Table 03 30 00-3
Maximum Time to Concrete Discharge
Concrete Temperature Limit
Over 90 Degree F Remove concrete from jobsite and discard
concrete
86 to 90 Degree F 45 minutes
81 to 85 Degree F 60 minutes
70 to 80 Degree F 75 minutes —
Below 70 Degree F 90 minutes
B. Conveying: Convey concrete from agitator or mixer truck to place of final deposit in forms by
one of the following methods:
1. Buckets or hoppers with discharge gates having a clear opening equal to not less than
one-third the maximum interior horizontal area or five times the maximum aggregate size
being used, whichever is greater, and side slopes of not less than 60 degrees to
horizontal.
2. Buggies or wheelbarrows equipped with pneumatic tires.
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3. Round bottom, metal or metal-lined chutes with inclined slope of between 2 to 3 feet(600
to 900 mm) horizontally to 1 foot (300 mm) vertically and of sufficient capacity to avoid
overflow.
4. Circular drop pipes with a top diameter of at least eight times the maximum aggregate
size, but not less than 6 inch (150 mm), or tapered to not less than six times maximum
aggregate size.
3.03 CONCRETE ACCEPTANCE:
A. Accept or reject each batch of concrete delivered to the point of agitator or mixer truck
discharge. Sign delivery batch tickets to indicate concrete acceptance.
B. Reject concrete delivered without a complete concrete delivery batch ticket as specified herein.
The concrete supplier will furnish copies of the signed batch ticket to the Contractor and
Engineer.
C. The testing agency shall perform field tests at the point of agitator or mixer truck discharge.
Accept or reject concrete on the basis of conformity with slump, air content and temperature
specified.
D. The testing agency shall inspect concrete transit truck's barrel revolution counter and gauge for
measuring water added to the concrete. Reject concrete that exceeds the maximum barrel
revolution of 300, the limits in Table 03 30 00-3 or concrete that has water content exceeding
the specified water-cement ratio.
E. Reject concrete not conforming to specification before discharging into the forms.
3.04 PREPARATION AND COORDINATION:
A. Contractor shall notify the Engineer of readiness to place concrete in any portion of the work a
minimum of 5 working days prior to concrete placement. Failure to provide this notification will
be cause for delay in placing until observations can be completed.
B. Reinforcement, installation of waterstop, positioning of embedded items, and condition of
formwork will be observed by the Engineer prior to concrete placement.
C. Coordinate the sequence of placement such that construction joints will occur only as designed.
D. Schedule sufficient equipment for continuous concrete placing. Provide for backup equipment
and procedures to be taken in case of an interruption in placing. Provide backup concrete
vibrators at the project site. Test concrete vibrators the day before placing concrete.
E. Compact the subgrade and/or bedding. Saturate the subgrade approximately eight hours before
placement and sprinkle ahead of the placement of concrete. Remove standing water, mud, and
foreign matter before concrete is deposited.
F. Where shown on contract drawings, intentionally roughen surfaces of set concrete in a manner
to expose bonded aggregate uniformly at joints.
G. When shown on contract drawings, install a granular base beneath slabs on ground. Place
granular material on a compacted subgrade and compact granular base.
3.05 CONCRETE PLACEMENT:
A. Placement shall conform to ACI 304R as modified by these specifications.
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B. Alternate sections of concrete walls and slabs may be cast simultaneously. Do not place
adjacent sections of walls and slabs until seven days after placement of first placed concrete.
C. Do not place concrete until free water has been removed or has been diverted by pipes or other —
means and carried out of the forms, clear of the work. Do not deposit concrete underwater, and
do not allow free water to rise on any concrete until the concrete has attained its initial set. Do
not permit free or storm water to flow over surfaces of concrete so as to injure the quality or
surface finish.
D. Do not place concrete during inclement weather. Protect concrete placed from inclement
weather. Keep sufficient protective covering ready at all times for this purpose. ._
E. Deposit concrete at or near its final position to avoid segregation caused by rehandling or
flowing. Do not deposit concrete in large quantities in one place to be worked along the forms
with a vibrator.
F. Deposit concrete continuously and in level layers 1 to 2 feet (305 to 610 mm) thick. Avoid
inclined layers and cold joints. Place concrete at lower portion of slope first on sloping surfaces. _
G. Do not deposit partially hardened concrete in forms. Retempering of partially hardened
concrete is not permitted. Remove partially hardened concrete from site at no additional
compensation. —
H. Do not allow concrete to fall freely in forms to cause segregation (separation of coarse
aggregate from mortar). Limit maximum free fall of concrete to 4 feet (1,220 mm). Do not move
concrete horizontally more than four feet from point of discharge. Space points of deposit not
more than eight feet apart.
I. Consolidate concrete using mechanical vibrators operated within the mass of concrete and/or on the forms conforming to procedures set forth in ACI 309R and as specified herein.
J. Conduct vibration to produce concrete of uniform texture and appearance, free of
honeycombing, streaking, cold joints or visible lift lines. —
K. Conduct vibration in a systematic manner with regularly maintained vibrators. Furnish sufficient
backup units at job site. Use vibrators having minimum frequency of 8,000 vibrations per
minute and of sufficient amplitude to consolidate concrete. Use not less than one vibrator with
crew for each 35 to 40 cubic yards (25 to 30 cubic meters) of concrete placed per hour.
L. Insert and withdraw vibrator vertically at a uniform spacing over the entire area of placement. —
Space distances between insertions such that spheres of influence of each insertion overlap.
M. Use additional vibration with pencil vibrators on vertical surfaces and on exposed concrete to
bring full surface of mortar against the forms so as to eliminate air voids, bug holes and other —
surface defects. Employ the following additional procedures for vibrating concrete as necessary
to maintain proper consolidation of concrete:
1. Reduce distance between internal vibration insertions and increase time for each —
insertion.
2. Insert vibrator as close to face of form as possible without contacting form or
reinforcement. —
3. Thoroughly vibrate area immediately adjacent to waterstops without damaging the
waterstop.
4. Use spading as a supplement to vibration where particularly difficult conditions exist.
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N. Pumping Concrete:
1. Conform to the recommendations of ACI 304.2R except as modified herein.
2. Base pump size on rate of concrete placement, length of delivery pipe or hose, aggregate
size, mix proportions, vertical lift, and slump of concrete.
3. Use pipe with inside diameter of at least three times the maximum coarse aggregate size,
but not less than 2 inches (50 mm).
4. Do not use aluminum pipes for delivery of concrete to the forms.
O. Waterstops:
1. Prevent displacement of waterstops during concrete placement,
3.06 CURING AND PROTECTION:
A. General:
1. Protect concrete from premature drying, hot or cold temperatures, and mechanical injury,
beginning immediately after placement and maintain concrete with minimal moisture loss
at relatively constant temperature.
2. Comply with curing procedures set forth in ACI 301, ACI 308 and as specified herein.
3. Perform hot weather concreting in conformance with ACI 305R and as specified herein
when the ambient atmospheric temperature is 80 degrees F (27 degrees C) or above.
4. Perform cold weather concreting in conformance with ACI 306R.
5. Concrete required to be moist cured shall remain moist for the entire duration of the cure.
Repeated wetting and drying cycles of the curing process will not be allowed.
B. Curing Duration:
1. Start initial curing after placing and finishing concrete as soon as free moisture has
disappeared from unformed concrete surfaces. Initial curing starts as soon as concrete
achieves final set. Forms left tightly in place are considered as part of the curing system,
provided that wooden forms are kept continuously moist. Keep continuously moist for not
less than 72 hours.
2. Begin final curing procedures immediately following initial curing and before the concrete
has dried. Continue final curing for at least 7 days and in accordance with ACI 301
procedures for a total curing period, initial plus final, of at least 10 days.
3. Avoid rapid drying at the end of the final curing period
C. Curing Requirements:
1. Unformed Surfaces: Cover and cure entire surface of newly placed concrete immediately
after completing finishing operations and water film has evaporated from surface or as
soon as marring of concrete will not occur. Protect finished slabs from direct rays of the
sun to prevent checking, crazing and plastic shrinkage.
2. Formed Surfaces: Minimize moisture loss for formed surfaces exposed to heating by the
sun by keeping forms wet until safely removed. Keep surface continuously wet by warm
water spray or warm water saturated fabric immediately following form removal [unless
otherwise permitted by the Engineer.
3. Water containment and below Grade Structures: Moist cure by the application of water to
maintain the surface in a continually wet condition unless otherwise permitted by the
Engineer. Use water that is free of impurities that could etch or discolor exposed concrete
surfaces.
4. Other concrete: Moist cure by moisture-retaining cover curing, or by the use of curing
compound.
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D. Curing Methods:
1. Water Curing: Use water curing for unformed surfaces. Continuously water cure all
exposed concrete for the entire curing period. Provide moisture curing by any of the
following methods:
a. Keeping the surface of the concrete continuously wet by ponding or immersion.
b. Continuous water-fog spray or sprinkling.
c. Covering the concrete surface with curing mats, thoroughly saturating the mats
with water, and keeping the mats continuously wet with sprinklers or porous hoses.
Place curing mats so as to provide coverage of the concrete surfaces and edges,
with a 4-inch (100 mm) lap over adjacent mats. Weight down the curing cover to
maintain contact with the concrete surface.
2. Sealing Materials:
a. Use common sealing materials such as plastic film or waterproofing (kraft) paper.
b. Lap adjacent sheets a minimum of 12 inch (300 mm). Seal edges with waterproof
tape or adhesive. Use sheets of sufficient length to cover sides of concrete
member.
c. Place sheet materials only on moist concrete surfaces. Wet concrete surface with
fine water spray if the surface appears dry before placing sheet material.
d. The presence of moisture on concrete surfaces at all times during the prescribed
curing period is proof of acceptable curing using sheet material.
3. Membrane Curing Compound: —
a. Apply membrane-curing compound uniformly over concrete surface by means of
roller or spray at a rate recommended by the curing compound manufacturer, but
not less than 1 gallon per 150 sq. ft. (1 liter per 4 sq. meters) of surface area.
Agitate curing material in supply container immediately before transfer to distributor
and thoroughly agitate it during application for uniform consistency and dispersion
of pigment.
b. Do not use curing compounds on construction and expansion joints or on surfaces
to receive liquid hardener, dustproofer/sealer, concrete paint, tile, concrete fills and
toppings or other applications requiring positive bond.
c. Reapply membrane-curing compound to concrete surfaces that have been
subjected to wetting within 3 hours after curing compound has been applied by
method for initial application.
E. Protection from environmental conditions: Maintain the concrete temperature above
50 degrees F (10 degrees C) continuously throughout the curing period. Make arrangements
before concrete placing for heating, covering, insulation or housing to maintain the specified
temperature and moisture conditions continuously for the curing period. —
1. When the atmospheric temperature is 80 degrees F (25 degrees C) and above, or during
other climatic conditions which will cause too rapid drying of the concrete, make
arrangements before the start of concrete placing for the installation of wind breaks or
shading, and for fog spraying, wet sprinkling, or moisture-retaining covering.
2. Protect the concrete continuously for the entire curing period.
3. Maintain concrete temperature as uniformly as possible and protect from rapid
atmospheric temperature changes.
4. Avoid temperature changes in concrete that exceed 5 degrees F (3 degrees C) in any
one hour and 50 degrees F (10 degrees C) in any 24-hour period.
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F. Protection from physical injury: Protect concrete from physical disturbances such as shock and
vibration during curing period. Protect finished concrete surfaces from damage by construction
equipment, materials, curing procedures and rain or running water. Do not load concrete in
such a manner as to overstress concrete.
G. Protection from Deicing Agents: Do not apply deicing chemicals to concrete.
3.07 FIELD QUALITY CONTROL:
A. Hot Weather Requirements
1. During hot weather, give proper attention to ingredients, production methods, handling,
placing, protection, and curing to prevent excessive concrete temperatures or water
evaporation in accordance with ACI 305R and the following.
2. When the weather is such that the temperature of the concrete as placed would exceed
90 degrees F (32.2 degrees C), use ice or other means of cooling the concrete during
mixing and transportation so that the temperature of the concrete as placed will not
exceed 90 degrees F (32.2 degrees C).
3. Take precautions when placing concrete during hot, dry weather to eliminate early setting
of concrete. This includes protection of reinforcing from direct sunlight to prevent heating
of reinforcing, placing concrete during cooler hours of the day, and the proper and timely
application of specified curing methods.
4. There will be no additional reimbursement to the Contractor for costs incurred for placing
concrete in hot weather.
B. Cold Weather Requirements
1. Provide adequate equipment for heating concrete materials and protecting concrete
during freezing or near-freezing weather in accordance with ACI 306R and the following.
2. When the temperature of the surrounding atmosphere is 40 degrees F (4.4 degrees C) or
is likely to fall below this temperature, use heated mixing water not to exceed 140
degrees F (60 degrees C). Do not allow the heated water to come in contact with the
cement before the cement is added to the batch.
3. When placed in the forms during cold weather, maintain concrete temperature at not less
than 55 degrees F (12.8 degrees C). Materials shall be free from ice, snow, and frozen
lumps before entering the mixer.
4. Maintain the air and the forms in contact with the concrete at temperatures above 40
degrees F (4.4 degrees C) for the first five days after placing, and above 35 degrees F
(1.7 degrees C) for the remainder of the curing period. Provide thermometers to indicate
the ambient temperature and the temperature 2 inches (50 mm) inside the concrete
surface.
5. There will be no additional reimbursement made to the Contractor for costs incurred for
placing concrete during cold weather.
C. Backfill Against Walls
1. Do not place backfill against walls until the concrete has obtained a compressive strength
equal to the specified 28-day compressive strength. Where backfill is to be placed on
_ both sides of the wall, place the backfill uniformly on both sides.
2. Do not backfill the walls of structures that will be laterally restrained or supported by
suspended slabs or slabs on grade until the slab is poured and the concrete has reached
the specified compressive strength.
D. Concrete Testing
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1. Concrete quality testing will be performed on the concrete by independent testing agency
retained by the Owner.
2. The testing agency will use concrete samples provided by the Contractor at the point of
agitator or mixer truck discharge to perform slump (per ASTM C143) air content (per
ASTM C231), and temperature tests (per ASTM C1064) and for field control test
specimens.
3. The testing agency will submit test reports of concrete field measurements specified
above to the Contractor and to the Engineer.
4. Provide and maintain facilities for safe storage and proper curing of concrete test
specimens on the project site, as required by ASTM C31.
5. Concrete Quality Test Specimen:
a. Perform sampling and curing of test specimen in accordance with ASTM C31.
b. Testing agency personnel will record truck and load number from the delivery batch
ticket, the concrete placement location of each specimen, the date, concrete
strength, slump, air content and temperature.
c. The testing agency will cast a minimum of one set of 4 test specimens, each 4 inch
(100 mm) diameter by 8 inch (200 mm) long cylinders, for each 50 cubic yard (38
cubic meters) of each mix design of concrete but not less than once a day nor less
than once for each 5,000 sq. ft. (450 sq. meters) of surface area of foundation
mats, base slabs, footings, slabs on grade, or walls.
d. Test cylinders in accordance with ASTM C39. Test one cylinder at 7 days for —
information; test 2 cylinders at 28 days for acceptance; and hold one reserve
cylinder for verification. Strength acceptance will be based on the average of the
strengths of the 2 cylinders tested at 28 days. If one cylinder of a 28-day test
manifests evidence of improper sampling, molding, or testing, other than low —
strength, discard it and use a reserve cylinder for the test result
6. The Contractor may take field control test specimens for small quantities of concrete.
7. Concrete acceptance shall be based on the requirements of ACI 318 and ACI 350.
8. Field cured cylinders conforming to ASTM C31 will be required to determine field
compressive strength of concrete. Laboratory cured cylinders for concrete quality testing
shall not be used for determining field compressive strength. _.
9. Concrete Coring:
a. When the concrete quality test specimen compression tests fail to be in compliance
with the Contract Documents or when the Engineer detects deficiencies in the —
concrete, the Contractor will take concrete cores at least 2 inches (50 mm) in
diameter from the structure in conformance with ASTM C 42 at locations
determined by the Engineer. —
b. Obtain at least three representative cores from each member or area of concrete
that is considered potentially deficient.
c. Obtain additional cores to replace cores that show evidence of having been
damaged subsequent to or during removal from the structure. —
d. The testing agency shall compression test the cores taken from the structure in
conformance with ASTM C39 and submit test strength test results of cores
specified above to the Contractor and to the Engineer.
e. All costs associated with coring and testing of cores will be borne by the Contractor —
at no additional cost to the Owner.
3.08 CLOSEOUT ACTIVITIES:
A. Provide in accordance with Section 01 78 00.
*** END OF SECTION ** *
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SECTION 03 61 10
PATCHING MORTAR
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Polymer modified, cementitious, fast setting, mortar for repair of concrete surfaces.
1.02 SUBMITTALS
A. Product Data:
1. Manufacturer's literature.
B. Submit in accordance with Section 01 33 10.
PART 2 PRODUCTS
2.01 MATERIALS
A. Manufacturers:
1. Sikatop, by Sika Corporation.
2. Duratop, by L&M Construction Chemicals.
3. Gel Patch by BASF Admixtures.
4. Or Equal
B. Polymer modified cementitious system consisting of 2 components.
1. Component A: Liquid polymer emulsion of acrylic copolymer base and additives.
2. Component B: Blend of selected Portland cements, specially graded aggregates, organic
accelerator, and admixtures for controlling setting time, water reducers for workability, and
corrosion inhibitor.
3. System shall not contain chlorides, nitrates, added gypsum, added lime or high alumina
cements. System shall be noncombustible, before or after cure.
4. Color: Concrete gray.
5. Minimum Compressive Strength: 5,000 psi.
6. Bond Strength: 100% concrete substrate failure (pull off method), minimum 400 psi.
7. System shall not produce vapor barrier, shall be thermally compatible with concrete, and
freeze-thaw resistant.
PART 3 EXECUTION
3.01 PREPARATION
A. Prepare surface in accordance with manufacturer's written recommendations and Section 03300.
3.02 APPLICATION
A. Apply and cure patching mortar in accordance with manufacturer's written recommendations.
***END OF SECTION ** *
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03 61 10-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 03 62 00
GROUT
PART 1 GENERAL
1.01 DESCRIPTION:
A. Furnish all labor, materials, equipment, and incidentals required, and install grout complete as
shown on the Drawings and as indicated and in compliance with Contract Documents.
1.02 SUMMARY:
A. Section Includes:
1. Material for grouting reinforcing bars, anchor bolts into existing or newly placed concrete.
2. Material for grouting under bearing plates for columns or beams.
3. Materials for grouting under equipment.
4. Materials for grouting under and around steel tanks.
5. Materials for miscellaneous grouting including but not limited to railing posts, equipment
guides, bollards, precast concrete joints and supports etc.
1.03 REFERENCE STANDARDS:
A. American Association of State Highway and Transportation Officials (AASHTO):
_ 1. M182: Burlap Cloth made from Jute or Kenaf
B. American Petroleum Institute (API):
1. RP 686: Recommended Practice for Machinery Installation and Installation Design
C. ASTM International (ASTM):
1. C33: Standard Specification for Concrete Aggregates
2. C150: Standard Specification for Portland Cement
3. C531: Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of
Chemical Resistant Mortars, Grouts, and Monolithic Surfacings
4. C827: Standard Test Method for Change in Height at Early Ages of Cylindrical
Specimens from Cementitious Mixes
5. C1107: Standard Specification for Packaged Dry, Hydraulic, Cement Grout (Non-shrink)
6. D695: Standard Test Method for Compressive Properties of Rigid Plastics
D. U.S. Army Corps of Engineers Standard (CRD):
1. C621: Corps of Engineers Specification for Non-shrink Grout
1.04 SUBMITTALS:
A. Submit the following in accordance with Section 01 33 10.
B. Product Data:
1. Commercially manufactured non-shrink, non-metallic cementitious grout:
03 62 00-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
a. Include catalogue cuts, technical data, storage requirements, product life, working
time after mixing, temperature considerations, conformity to referenced ASTM
standards, and Safety Data Sheet.
2. Commercially manufactured non-shrink epoxy grout:
a. Include catalogue cuts, technical data, storage requirements, product life, working
time after mixing, temperature considerations, conformity to referenced ASTM
Standards and Safety Data Sheet.
3. Cement grout: —
a. Include the type and brand of the cement, the gradation of the fine aggregate,
product data on any proposed admixtures, and the proposed mix of the grout.
4. Concrete grout:
a. Include data for concrete as delineated in Section 03 30 00. This includes the mix
design, constituent quantities per cubic yard (cubic meter), and the water/cement
ratio.
5. Bonding Agent: —
a. Include catalogue cuts, technical data, storage requirements, product life, working
time after mixing, temperature considerations, conformity to referenced ASTM
standards, and Safety Data Sheet.
C. Laboratory Test Reports.
1. Submit laboratory test data as required under Section 03 30 00 for concrete to be used
as concrete grout.
D. Mill test reports for each shipment of cement, regardless of quantity, prior to incorporation into the work.
E. Manufacturer's specifications and instructions for all admixtures, curing materials, adjustable
inserts and non-shrink non-metallic grout. Manufacturer's certification of compatibility of all
admixtures.
1.05 QUALITY ASSURANCE: —
A. Qualifications
1. Grout manufacturer to have a minimum of 5 years experience in the production and useof —'
the type of grout proposed for the Work.
B. Field Testing
1. Field testing and inspection services required will be provided by the Contractor. Provide
assistance in the sampling of materials and provide any ladders, platforms, etc. for
access to the WorkComply with the applicable ASTM Standards for testing.
2. The field testing of concrete grout will be as specified for concrete in Section 03 30 00.
3. Take compression test specimens from the first placement of each type of grout to
ensure compliance with these Specifications.
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a. Compression tests and fabrication of specimens for cement grout and non-shrink
grout will be performed as specified in ASTM C109 at intervals during construction
as selected by the Engineer. A set of three specimens will be made for testing at
one, seven and 28 days.
b. Compression tests and fabrication of specimens for epoxy grout will be performed
as specified in ASTM C579, Method B. A set of three specimens will be made for
testing at seven days.
1.06 RESPONSIBILITIES:
A. Obtain specimens for testing and furnish all materials necessary for fabricating the test
specimens.
B. The cost of laboratory tests on grout will be paid by the Contractor.
1.07 WARRANTY:
A. Warrant the materials and products specified in this Section against defective materials and
workmanship with the manufacturer's standard warranty, but for no less than one year from the
date of substantial completion.
B. Warrant the work against defects for one year from the date of substantial completion.
1.08 DELIVERY, STORAGE, AND HANDLING:
A. Comply with the requirements in Section 01 66 10.
B. Deliver materials to the jobsite in original, unopened packages, clearly labeledwith the
manufacturer's name, product identification, batch numbers, and printed instructions.
C. Store materials in accordance with the manufacturer's recommendations. Total storage time
from date of manufacture to date of installation shall be limited to six months or the
manufacturer's recommended storage time, whichever is less.
D. Reject material that becomes damp, lumpy or otherwise unacceptable and immediately remove
from the site and replace with acceptable material at no cost to the Owner.
E. Deliver non-shrink cemen-based grouts as pre-blended, prepackaged mixes requiring only the
addition of water
—' F. Deliver non-shrink epoxy grouts as premeasured, prepackaged, three component systems
requiring only blending as directed by the manufacturer.
1.09 SERVICES OF MANUFACTURER'S REPRESENTATIVE:
A. The Contractor shall provide the services of a qualified manufacturer's technical representative
who shall instruct the Contractor's personnel in the mixing, proper use and application of the
non-shrink grout and epoxy grout.
B. The manufacturer's representative shall provide written certification that materials have been
mixed and applied properly and surfaces to receive these products have been prepared
properly, all in conformance with manufacturer's requirements.
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C. The on-site time required for the manufacturer's representative to achieve a successful
installation shall be at the expense of the Contractor.
PART 2 PRODUCTS
2.01 GENERAL:
A. Provide materials produced by one manufacturer or supplier in order to provide standardization
of appearance.
2.02 APPLICATION:
A. Unless indicated otherwise, provide grouts as listed below:Table 03 60 00-1
Type of Grout Application
Cement Grout Surface repairs
Non-Shrink—Class I Storage tanks and other non-motorized equipment.
Filling block-out spaces for embedded items such as
railing posts, gate guide frames, etc. (Where placement
time is less than 20 min.).
Non-Shrink—Class II Column base plates.
Filling block-out spaces for embedded items such as
railing posts, gate guide frames, etc. (where placement
time exceeds 20 min.)
Under precast concrete elements. —
Non-Shrink Epoxy Machinery subject to severe shock loads and high
vibration.
Concrete Grout Concrete/grout fill. —
2.03 MATERIALS:
A. Non-shrink Class I Grout:
1. Non-shrink Class I Grout shall have a minimum 28-day compressive strength of 5000 psi
(35 MPa), when mixed at a fluid consistency.
2. Non-shrink Class I grout shall meet the requirements of ASTM C1107, Grade B or C,
when mixed to fluid, flowable and plastic consistencies.
3. Products:
a. Sika Corp.; SikaGrout 212.
b. Master Builders, Inc.; Set Grout.
c. The Euclid Chemical Co.; Euco NS.B. Non-shrink Class II Grout:
1. Non-shrink grout shall be a high precision, fluid, extended working time grout. The --
minimum 28-day compressive strength shall be 7,500 psi (40 MPa), when mixed at a fluid
consistency.
03 62 00-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
2. Grout shall have an extended working time of 30 minutes minimum when mixed to a fluid
consistency as defined in ASTM C827 at temperature extremes of 45 to 90 degrees F (7
to 32 degrees C) in accordance with ASTM C1107.
3. Non-shrink grouts shall meet the requirements of ASTM C1107; Grade B or C when
tested using the amount of water needed to achieve fluid consistency per ASTM C939.
4. The grout when tested shall not bleed or segregate at maximum allowed water.
5. Products:
a. Master Builders, Inc.; Masterflow 928.
b. The Euclid Chemical Co.; Hi-Flow Grout.
c. Sika Corp.; SikaGrout 212.
C. Cement Grout:
1. Cement grouts shall be a mixture of one part Portland cement conforming to ASTM C150
types I, II, or III and one to two parts sand conforming to ASTM C33 with sufficient water
to place the grout. The water content shall be sufficient to impart workability to the grout,
but not to the degree that it will allow the grout to flow.
D. Concrete Grout:
1. Concrete grout shall conform to the requirements of Section 03 30 00 except as specified
herein. Proportion with cement, coarse and fine aggregates, water, water reducer, and air
entraining agent to produce a mix having an average strength of 2,000 psi (13 MPa) at 28
days. Coarse aggregate size shall be 3/8-inch (8 mm) maximum. Keep the W/C ratio as
low as practical while still retaining sufficient workability.
E. Non-Shrink Epoxy-Based Grout:
1. Provide a pre-proportioned, three components, and 100 percent solids system consisting
of epoxy resin, hardener, and blended aggregate. It shall have a compressive strength of
14,000 psi (96 MPa) in seven days when tested in conformity with ASTM D695 and have
a maximum thermal expansion of 30 x 10-6 when tested in conformity with ASTM C531.
2. Products:
a. Ceilcote 648 CP by Master Builders, Inc.
b. Five Star Epoxy Grout by U.S. Grout Corp.
c. Sikadur 42 Grout-Pak by Sika Corp.
d. High Strength Epoxy Grout by the Euclid Chemical Co.
F. Dry Pack Grout:
1. Make dry pack (to be packed or tamped in place) at no slump consistency.
2. When mixing the batch, add only enough water to the dry materials to produce a rather
stiff mixture. Additions of water may be made in small increments until the desired
consistency is obtained.
G. Non-Epoxy Bonding Compound:
1. Provide non-epoxy bonding compound that is re-wetable for up to two weeks.
2. Products:
a. Larsen Products Corp.; Weldcrete.
b. Sta-Dry Manufacturing Corp.; Link.
c. Euclid Chemical Co.; Euco Weld.
'— 03 62 00-5 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
2.04 CURING MATERIALS:
A. Curing materials for cement grout shall be as specified in Specification 03 30 00 and as
recommended by the manufacturer for prepackaged grouts.
PART 3 EXECUTION
3.01 GENERAL:
A. Grout shall not be placed until base concrete has attained its design strength, unless
authorized otherwise by the Engineer.
B. Prepare surfacesfor curing, and protection of cement grout in accordance with Section 03 30 00
Cast-in-Place Concrete.
C. Shade the work sites from sunlight for at least 24 hours before and 48 hours after grouting.
D. Contact the grout manufacturer's representative for assistance on hot and cold weather
grouting techniques and precautions if applicable.
3.02 PREPARATION:
A. Clean concrete surfaces to receive grout free of ice, frost, dirt, grease, oil, curing compounds,
laitance and paints, and free of all loose or unsound material or foreign matter that may affect
the bond or performance of the grout.
B. Roughen concrete surfaces by chipping, sandblasting, or other mechanical means to ensure
bond of the grout to the concrete. Remove loose or broken concrete. Irregular voids or
projecting coarse aggregate need not be removed if they are sound, free of laitance and firmly
embedded into the parent concrete.
C. Remove all loose rust, oil or other deleterious substances from metal embedments prior to the
installation of the grout.
D. Wash concrete surfaces clean and keep them moist for at least 24 hours prior to the placement
of cementitious or cement grout. Saturate by covering the concrete with a plastic sheet or using
either a soaker hose, flooding the surface or other method acceptable to the Engineer. Remove
visible water from the surface upon completion of the 24-hour period prior to grouting. Use an
accepted adhesive bonding agent in lieu of surface saturation when accepted by the Engineer
for each specific location of grout installation.
E. Epoxy based grouts do not require the saturation of the concrete substrate. Surfaces in contact
with epoxy grout shall be completely dry before grouting.
F. Construct grout formsor other leak proof containment. Forms shall be lined or coated with
release agents recommended by the grout manufacturer.
G. Support equipment during alignment and installation of grout by shims, wedges, blocks, or
other accepted means. Prevent the shims, wedges, and blocking devices from bonding to the
grout by appropriate bond breaking coatings and remove them after grouting unless otherwise
accepted by the Engineer.
B. Preparation: Where indicated on the drawings, anchor bolts and threaded rod anchors shall be
epoxy grouted in holes drilled into hardened concrete. Diameters of holes shall be as follows:
03 62 00-6 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
C. The embedment depth for epoxy grouted anchor bolts and threaded rod anchors shall be at
least 15 bolt or rod diameters, unless otherwise indicated on the drawings.Holes shall be
prepared for grouting as recommended by the grout manufacturer-installation: Anchor bolts
and threaded rod anchors shall be clean, dry and free of grease and other foreign matter when
installed. The bolts, rods and bars shall be set and positioned, and the epoxy grout shall be
placed and finished in accordance with the recommendations of the grout manufacturer. Care
shall be taken to ensure that all spaces and cavities are filled with epoxy grout, without voids.
During assembly of all threaded stainless steel components, anti-seize thread lubricant shall be
liberally applied to the threaded portion not embedded in concrete.GROUTING MACHINERY
FOUNDATIONS:
A. Block out the original concrete or finish off a sufficient distance below the bottom of the
machinery base to provide for the thickness of grout shown on the Contract Drawings. After the
machinery has been set in position and placed at the proper elevation by steel wedges, the
space between the bottom of the machinery base and the original placement of concrete shall
be filled with a pourable non-shrink grout. Grout and grouting procedure shall be in accordance
with API 686.
3.05 INSTALLATION:
A. Cement Grouts and Non-shrink Cementitious Grouts:
1. Mix in accordance with manufacturer's recommendations. Do not add cement, sand, pea
gravel, or admixtures without prior approval by the grout manufacturer and the Engineer.
2. Avoid mixing by hand. Pre-wet the mixer and empty excess water. Add premeasured
amount of water for mixing, followed by the grout. Begin with the minimum amount of
water recommended by the manufacturer and then add the additional water required to
obtain workability. However, do not exceed the manufacturer's maximum recommended
water content.
3. Place grout into the designated areas in a manner that will avoid segregation or
entrapment of air. Do not vibrate grout to release air or to consolidate the material.
Placement should proceed in a manner that will ensure the filling of all spaces and
provide full contact between the grout and adjoining surfaces. Provide grout holes as
necessary. Place grout rapidly and continuously to avoid cold joints. Do not place cement
grouts in layers. Do not add additional water to the mix(re-temper) after initial stiffening.
4. Just before the grout reaches its final set, cut back the grout to the substrate at a 45-
degree angle from the lower edge of bearing plate unless otherwise accepted by the
Engineer.
5. Begin curing immediately after form removal, cutback, and finishing. Keep grout moist
and within its recommended placement temperature range for at least 24 hours after
placement or longer if recommended by the manufacturer.
B. Non-Shrink Epoxy Grouts:
1. Mix in accordance with the procedures recommended by the manufacturer. Do not vary
the ratio of components or add solvent to change the consistency of the grout mix. Do not
over mix. Mix full batches only to maintain proper proportions of resin, hardener, and
aggregate. Partial mixes will be rejected and will require the suspect grout to be removed
and be replaced.
2. Monitor ambient weather conditions and contact the grout manufacturer for special
placement procedures to be used for temperatures below 60 degrees F (15 degrees C)
or above 90 degrees F (37 degrees C).
3. Place grout into the designated areas in a manner that will avoid trapping air. Placement
methods shall ensure the filling of all spaces and provide full contact between the grout
and adjoining surfaces. Provide grout holes as necessary.
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4. The extension of grout horizontally beyond base plate shall be less than or equal to the
grout thickness.
5. Epoxy grouts are self-curing and do not require the application of water. Maintain the
formed grout within its recommended placement temperature range for at least 24 hours —
after placing, or longer if recommended by the manufacturer.
C. Concrete Grout:
1. Provide the underlying concrete surface with a broomed finish. Protect and keep the
surface clean until placement of concrete grout.
2. Remove the debris and clean the surface of all dirt and other foreign materials. _
3. Saturate the concrete surface for at least 24 hours prior to placement of the concrete
grout. Remove excess water just prior to placement of the concrete grout. Place a
cement slurry immediately ahead of the concrete grout so that the slurry is moist when
the grout is placed. Work the slurry over the surface with a broom until it is coated with
approximately 1/16-to 1/8-inch (1.5 to 3 mm)thick cement paste.
D. Dry Pack:
1. Dry pack consistency shall be such that the grout is plastic and moldable but will not flow.
2. The use of pneumatic pressure for dry-packed grouting requires acceptance of the
Engineer. —
3.06 CLOSEOUT ACTIVITIES:
A. Provide in accordance with Section 01 78 00.
** * END OF SECTION *** _
03 62 00-8 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 05 52 00
ALUMINUM RAILINGS
PART 1 GENERAL
1.01 DESCRIPTION:
A. Design, furnish and install guardrails, including connectors, fasteners, and system required
accessories.
1.02 REFERENCES:
A. Aluminum Association (AA):
1. Aluminum Association Designation System for Aluminum Finishes
2. AAMA 607.1: Voluntary Guide Specification and Inspection Methods for Clear Anodic
Finishes for Architectural Aluminum
B. American Society of Civil Engineers (ASCE):
1. 7: Minimum Design Loads for Buildings and Other Structures.
C. ASTM International (ASTM):
1. B210: Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes
2. B221/B221M: Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars,
Rods, Wire, Profiles, and Tubes.
3. B241: Standard Specification for Aluminum and Aluminum-Alloy Seamless Pipe and
Seamless Extruded Tube
4. B429: Standard Specification for Aluminum-Alloy Extruded Structural Pipe and Tube
D. American Welding Society(AWS):
1. C5.6: Recommended Practices for Gas Metal Arc Welding
2. D1.1-1.17: Structural Welding Code.
E. International Code Council:
1. IBC: International Building Code.
F. National Ornamental & Miscellaneous Metals Association (NOMMA):
1. Guideline 1: Joint Finishes.
2. Metal Rail Manual.
1.03 SUBMITTALS:
A. Submit the following shop drawings in accordance with Section 01 33 10.
1. Show fabrication and installation of handrails and railings assembled from standard
components. Include plans, elevations, component details, materials, finishes, connection
and joining methods, and mounting details to adjoining work.
2. Identify location and type indicated.
05 52 00-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Product Data:
1. Manufacturer's literature.
2. Assembly and installation instructions.
C. Certificates:
1. Welders' Certificates: Certifying welders employed on the Work, verifying AWS
qualification within the previous 12 months.
D. Operation and Maintenance Data:
1. Manufacturer's instructions describing procedures for maintaining including cleaning
materials, application methods, and precautions as to use of materials which may be
detrimental to finish when improperly used.
1.04 QUALITY ASSURANCE:
A. Obtain field measurements, if needed, prior to preparation of shop drawings and fabrication.
B. Manufacturer shall have minimum five years of experience specializing in manufacturing
products specified in the section.
C. Welding Qualification and Certification:
1. Furnish written welding procedure for all welds in conformance with AWS Structural
Welding Code.
2. Each welder, tacker and welding operator shall be certified by test to perform type of work
required in conformance with AWS Structural Welding Code. Testing shall be conducted _
and witnessed by an independent testing laboratory.
3. Maintain duplicate qualification and certification records at the job site readily available for
examination.
1.05 DELIVERY STORAGE AND HANDLING:
A. Comply with the requirements specified in Section 01 66 10.
B. Deliver, store and handle materials in manner preventing damage to finished surfaces.
C. Store materials in a dry, well ventilated, weather tight place away from uncured concrete or
masonry.
1.06 SITE CONDITIONS.
A. Field verify measurements prior to fabrication and indicate measurements in shop drawings.
PART 2 -PRODUCTS
2.01 ALUMINUM RAILING SYSTEM AND COMPONENTS:
A. Material: ASTM B429, alloy 6063-T6, Schedule 80, 1-1/2 inch (38.1 mm) diameter minimum
extruded structural pipe or tube rails and schedule 80 posts.
05 52 00-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Railings at open-side construction shall consist of two members with posts. Locate intermediate
rails as indicated on Drawings.
C. Fabrication:
1. Angles, offsets, other changes in alignment, and joining of posts and rails shall be made
with welded connections.
2. Space posts as shown on Drawings. Where spacing is not shown, space posts not more
than 5 feet(1,524 mm) on center. Erect posts plumb in each direction.
3. Fabricate joints which will be exposed to weather so as to exclude water. Provide weep
holes at the lowest possible point on all railing system posts.
-- D. Finishes:
1. Aluminum Association Finish Designation: AA-M12A41 (Mechanical finish, nonspecular,
anodic coating, architectural Class I, clear coating 0.7 mil complying with AAMA 607.1) on
exposed surfaces.
a. Extruded Components: 0.7 mil anodized.
b. Cast Components: 0.4 mil anodized.
2.02 DISSIMILAR METAL:
1. Keep surfaces of dissimilar metal from direct contact by coating the dissimilar metal with a
heavy coat of asphalt paint.
2. Keep surfaces of aluminum components from direct contact with cement or mortar by
coating with a heavy coat of asphalt paint.
2.03 GROUT AND ANCHORING CEMENT:
A. Nonshrink, nonmetallic, nonstaining and noncorrosive grout premixed and factory packaged.
Provide grout conforming to requirements of ASTM C 1107.
PART 3 -EXECUTION
3.01 INSTALLATION:
A. Install as shown on Drawings and accepted Shop Drawings.
B. Set posts plumb and aligned in each direction to within 1/4-inch in 12 feet.
C. Set rails horizontal or parallel to rake of steps to within 1/4 inch in 12 feet.
D. Fit exposed connections together to form tight, hairline joints.
E. Provide anchorage devices and fasteners for securing railings and for transferring loads to
structures.
F. Provide mechanical joints for permanently connecting railing components at nonwelded
connections.
3.02 CLEANING:
A. Wash thoroughly using clean water and soap, rinse with clean water.
05 52 00-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Do not use acid solution, steel wool or other harsh abrasive.
C. When stain remains after washing, remove finish and restore in accordance with manufacturer's
instructions.
3.03 PROTECTION:
A. Protect surfaces of completed installations to prevent damage during construction activities.
3.04 REPAIR OF DEFECTIVE WORK:
A. Remove stained or otherwise defective work and replace at no additional cost to Owner.
3.05 CLOSEOUT ACTIVITIES:
A. Provide in accordance with Section 01 78 39.
** * END OF SECTION** *
05 52 00-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 08 31 13
ACCESS DOORS AND FRAMES
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of the contract, including General and supplementary
Conditions and Division 1 Specification Sections, apply to this section.
1.02 SUMMARY
A. Section Includes:
1. Gatewell access doors and frames.
1.03 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include construction detail materials, individual components and profiles, and finishes.
B. Shop Drawings:
1. Include plans, elevations, sections, details and attachments to other work for each
gatewell. Where access doors are typical to more than one gatewell, indicate which
gatewells are typical and submit one package for those gatewells.
2. Detail fabrication and installation of access doors and frames for each type of substrate.
C. Product Schedule: Provide complete access door and frame schedule, including types,
locations, sizes, latching or locking provisions, and other data pertinent to installation.
D. Hatches sizing on all gatewells shall be coordinated with gate or valve manufacturer. Contractor
shall provide, in writing, a statement detailing the compatibility of gate or valve removal with clear
opening size of the hatch. An accurate sizing of the hatch cannot be determined without a chosen
gate and valve manufacturer. Sizing provided in the schedule of this specification is preliminary
and is intended for bidding purposes only.
PART 2 PRODUCTS
2.01 FLOOR ACCESS DOORS AND FRAMES
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Acudor Products, Inc.
2. Babcock-Davis
3. Bilco Company(The)
4. Milcor, Inc.
B. Floor Doors, General: Equip each door with adjustable counterbalancing springs, heavy-duty
hold-open arm that automatically locks door open at 90 degrees, release handle with red vinyl
grip that allows for one-handed closure, and recessed lift handle.
08 31 13-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
C. Watertight Aluminum Floor Door: Single or double-leaf opening. Extruded-aluminum gutter
frame with NPS 1-1/2 drainage coupling and 1/4-in.thick, diamond-pattern,aluminum tread plate
door; watertight; loading capacity to support AASHTO H2O concentrated wheel load, without —
impact.
D. Hardware: Provide the following:
1. Hinges: heavy-duty, aluminum or stainless-steel butt hinges with stainless-steel pins.
2. Latch: Stainless-steel slam latch.
3. Lock: Keyed deadbolt lock.
4. Hardware Material: Stainless steel, including latch and lifting mechanism assemblies,hold- _
open arms, and all brackets, hinges, pins and fasteners.
E. Insulation: Urethane with liner pan.
F. Safety Accessories: Safety net.
2.02 MATERIALS
A. Steel Plates, Shapes and Bars: ASTM A38/A 36M.
B. Aluminum Extrusions: ASTM B221, Alloy 6063-T6.
C. Aluminum-Allow Rolled Tread Plate: ASTM B362/B 632M, Alloy 6061-T6.
D. Aluminum Sheet: ASTM B209, alloy and temper recommended by aluminum producer and
finisher for type of use and finish indicated, and with not less than strength and durability
properties of Alloy 5005-H15; with minimum sheet thickness according to ANSI H35.2.
E. Frame Anchors: Same type as door face.
F. Inserts, Bolts and Anchor Fasteners: Hot-dip galvanized steel according to ASTM A 153/A 153M
or ASTM F 2329.
2.03 FABRICATION
A. General: Provide access door and frame assemblies manufactured as integral units ready for
installation.
B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials —
with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam
marks, roller marks, rolled trade names, or roughness.
C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish
attachment devices and fasteners of type required to secure access doors to types of supports
indicated.
1. Provide mounting holes in frames for attachment of units to metal or wood framing.
D. Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when
closed.
1. For cylinder locks, furnish two keys per lock and key all locks alike.
2. For recessed panel doors, provide access sleeves for each locking device. Furnish plastic
grommets and install in holes cut through finish.
08 31 13-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
E. Extruded Aluminum: After fabrication, apply manufacturer's standard protective coating on
aluminum that will come in contact with concrete.
2.04 FINISHES
A. Comply with NAAMM's "Metal finishes Manual for Architectural and Metal Products" for
recommendations for applying and designing finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,
temporary protective covering before shipping.
C. Appearance of Finished work: Noticeable variations in same piece are not acceptable.
Variations in appearance of adjoin components are acceptable if they are within the range of
approved samples and are assembled or installed to minimize contrast.
D. Aluminum Finishes:
1. Mill finish.
2. Clear Anodic Finish: AAMA 611, AA-M12C22A31, Class II, 0.010 mm or thicker.
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine substrates for compliance with requirements for installation tolerances and other
conditions affecting performance of the work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.02 INSTALLATION
A. Comply with manufacturer's written instructions for installing access doors and frames.
B. Install doors flush with adjacent finish surfaces or recessed to receive finish material.
3.03 ADJUSTING
A. Adjust access doors and hardware, after installation, for proper operation.
B. Remove and replace access doors and frames that are warped, bowed or otherwise damaged.
08 31 13-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SCHEDULE
Hatch Size
S. No. Gatewell Opening(in x in) Remarks —
1 Gatewell 3C-1 144 x 30
2 Replacement of Gatewell 3C-2 60 x 36 New Gatewell
3 Gatewell 3C-3 90 x 30 —
4 Gatewell 3C-4 66 x 30
5 Gatewell 3C-5 30 x 20
6 Replacement of Gatewell 5D-1 60 x 36 New Gatewell —
7 Gatewell 5D-2 66 x 30
8 Gatewell 5D-3 30 x 20 —
9 Gatewell 5F-1 90 x 30
10 Gatewell 5F-2 84 x 30
11 Gatewell 5F-3 72 x 30 _
12 Gatewell 5F-4 30 x 20
13 Gatewell 5F-5 78 x 30
14 Gatewell 5F-7 84 x 30 —
15 Gatewell 3D-2 84 x 30
16 Gatewell 3D-3 84 x 30
17 Gatewell 3D-4 72 x 30
18 Gatewell 3D-5 72 x 30
19 New 5'x 5' gatewell no. 3E-0 60 x 36 New Gatewell —
20 Gatewell 3E-3 80 x 33
21 Gatewell 3E-7 48 x 30
22 Gatewell 1-1 (Bid Alternate) 36 x 30
23 Gatewell 1-2 60 x 30
24 Gatewell 3A-1 (Bid Alternate) 36 x 30
25 Gatewell 3A-2 60 x 30 —
26 Gatewell 5A-1 (Bid Alternate) 30 x 20
27 Gatewell 5A-2 30 x 20 28 Gatewell 5A-3 30 x 20
29 Gatewell 5A-4 30 x 20
30 Replacement of Gatewell 5C-1 60 x 36 New Gatewell —
END OF SECTION
08 31 13-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 29 60 00
TEMPORARY WASTEWATER BYPASS SYSTEM
1.0 GENERAL
1.01 DESCRIPTION
A. This section describes the furnishing, installing, maintaining, and removing the sanitary sewer
bypass system to bypass wastewater around the gatewells for replacement of the gate inside the
gatewell or replacement of the entire gatewell.
B. Table 0-1 shows the pipe size entering each gatewell, the gate size in the gatewell, and the
estimated 2-year flow in the sewer.
Table 0-1: Estimated 2-Year Flow at Each Gatewell
Gatewell/Valve Name 2-yr flow(gpm)
5D-1 NA
5D-2 NA
5D-3 574
5F-1 1,027
5F-2 7,950
5F-3 1,032
5F-4 627
5F-5 5,114
5F-7 6,387
3C-1 NA
3C-2 NA
3C-3 9,702
3C-4 3,218
3C-5 2,677
3D-1 11
3D-2 6,622
3D-3 8,192
3D-4 8,564
3D-5 20
3E-3 8,046
3E-7 400
3A-1 1,425
1-1 1,535
3A-2 1,323
-- 1-2 1,324
5A-1 1,019
5A-4 177
5C-1 149
C. At minimum, pumping capabilities upstream of each gatewell shall meet or exceed the 2-year
flow, with the largest pump out of service.
D. Table 0-2 shows the upstream manhole specifications and estimated minimum static head
required, which does not include headlosses due to piping or fittings.
29 60 00-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
Table 0-2: Minimum Static Head and Upstream Manhole Specifications —
GatewellNalve Name Minimum Static Head Upstream Manhole Estimated
(ft) Depth (ft) Upstream Manhole
Size(inches) —
5D-1 29 12 NA
5D-2 30 14 72
5D-3 23 10 48
5F-1 26 18 60
5F-2 31 21 84
5F-3 25 18 60
5F-4 25 19 48
5F-5 30 18 72
5F-7 31 21 84
3C-1 31 19 NA
3C-2 36 23 60
3C-3 26 14 84 —
3C-4 27 16 72
3C-5 24 15 48
3D-1 14 14 48 —
3D-2 26 9 84
3D-3 29 21 72
3D-4 29 19 72
3D-5 27 17 60
3E-3 30 27 72
3E-7 22 13 48 —
3A-1 28 Bypass same time as 1-1 60
1-1 27 20 60
3A-2 32 Bypass same time as 1-2 60 —
1-2 31 19 60
5A-1 27 20 48
5A-4 15 10 48
5C-1 21 15 48
E. Refer to Drawings and account for headlosses in the bypass pumping and piping system. _
F. A diversion structure allowing for diverting flow from gatewells 5D-1, 5D-2, 3C-1 and 3C-2 will be
constructed by others. No work on these gatewells may take place prior to March 2021.
1.02 SUBMITTALS
A. Upon Notice to Proceed, provide the following items related to the temporary wastewater bypass
system:
1. Emergency Spill Response Plan
2. Diversion Plan Checklist —
3. Monitoring Plan. This Plan shall include details on devices used, they are maintained and
monitored and response time in the event of a problem.
4. Pumping Schedule
5. Equipment and Piping Schematic
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B. Submit a detailed proposed method for temporary diversion of sewage that follows the general
plan shown on the drawings and defined in this specification.The proposed method shall include:
1. Suction pipe and valves for multiple wastewater pumps.
2. Manufacturer, type, capacity hp, full load amperage, mounting details, and location of
wastewater pumps.
3. Size and material of discharge pipe and valves from wastewater pumps.
4. Controls for wastewater pumps
5. Size and number of tanker/vactor trucks.
6. Schedule for flow transfers and/or facility shutdowns.
C. Adjustments to the approved bypass pumping schedule and schematics shall be permitted no
less than two weeks prior to taking the sanitary sewer offline and will be done by change order.
1.03 SYSTEM DESCRIPTION
A. Maintain continuous flow of wastewater at all times unless otherwise indicated. Provide all
necessary equipment, temporary installations, and personnel to set up, test, maintain, and
operate the bypass of wastewater around construction areas for the time necessary to
accomplish the work.
1. All wastewater shall be conveyed to acceptable downstream facilities.
2. Flow shall not be allowed to back up or be restricted in any way.
3. Do not spill wastewater.
4. Temporary bypass systems shall be designed to convey flows specified herein.
B. The Contractor shall be responsible for temporary power to operate bypass pumping equipment.
C. The Contractor shall be responsible for damages (including removal of settled materials) caused
by wastewater backup due to the Contractor's operations.
D. Redundant equipment (pumps, drive-units, power sources, etc.) shall be includec
E. Provide multiple pumps to meet the range of flows specified and backup pumping capacity, in
case of pump failure for flow above 1,000 gpm.
F. Backing up mainline sewer to raise water levels to meet the NPSH/suction requirements of
bypass pumping may be required. The level to which sewer must be backed up is to be
determined by the contractor. Any laterals coming into the main line sewer that may be impacted
by this raised level shall be televised or dye or smoke tested to determine impacts to businesses
and/or residents. If it is determined that a service will be impacted by backup,the Contractor shall
inform the Engineer and the Owner. If it is determined that service will be impacted by backup,
the Contractor shall inform the businesses and/or residents a minimum of five working days in
advance of actually beginning bypass pumping, which includes placing door hangers and written
communication to the businesses and residents indicating nature and duration of impact. 48
hours prior to beginning the Contractor shall verbally notify the businesses and/or residents.
Backflow prevention devices shall be installed where it is determined that sewer backup will
impact businesses and/or residents. Up to ten (10) such instances shall be considered incidental
to the bypass pumping bid item.All efforts to reduce water levels (including work during low flow
periods) shall be considered prior to impacting businesses and/or residents.
G. Due to small diameter manholes and deep sewers, the Contractor may bypass pjimp out of two
manholes if needed to make up the total flow that requires pumping.
H. In addition to the items listed in this specification and the drawings, the following items are
considered incidental to the bypass pumping:
29 60 00-3 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
1. All bedding and backfill as needed for installation of bypass pipe. —
2. All items as detailed on the drawings, including plugs for bypass pumping.
3. Cleanup of bedding and backfill used for installation of bypass pipe.
4. Repair of manholes.
5. Repair of roads and paths. —
6. Landscaping and seeding on areas disturbed by Contractor operations.
7. Traffic control signage and barricades for roads and trails.
1.04 PROJECT CONDITIONS
A. See contract drawings for site layout and sanitary sewer pump temporary bypass system
estimated capacities.
B. The Contractor shall monitor the bypass system during construction. If a spill occurs and is
related to a deficiency in the equipment or bypass system assembly, the Contractor shall be
responsible for cleanup.
C. Pump Requirements:
1. Provide portable pumps.
2. Provide the required number of pumps to operate based on the flow capacity listed in Table
0-1. The pumping capacity shall be equal to the listed flow with the largest pump out of
service.
D. Suction Location:
1. Manhole.
2. Sump.
E. Discharge Location: —
1. Tanker truck.
2. Temporary bypass piping.
a. Wastewater from bypass piping/pumping should be discharged at a downstream
manhole as indicated in Drawings.
F. Electrical Requirements:
1. Electrical connections are not available for bypass pumping. Generators may be used, as
needed, for electrically operated pumps. —
G. Weather-Protection Requirements:
1. Provide an enclosure around all control panels and pumping equipment for weather
protection. Provide necessary electric unit/space heater(s) to maintain the enclosure
interior above freezing.
H. The contractor is responsible for all activities relating to installation, monitoring, operation,
maintenance, response, removal, and cleanup of the bypass system.
1.05 SERVICE REPRESENTATIVE —
A. Provide qualified service representative to setup, test, and operate the bypass system.
1.06 QUALITY ASSURANCE
29 60 00-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
A. Contractor must have a minimum of five (5) years' experience with temporary bypass of
wastewater.
1. Submit three (3) references upon request.
B. Each temporary wastewater bypass system shall be designed and certified by a registered
Professional Engineer.
1.07 MANUFACTURERS
A. Northern Dewatering
B. Rain for Rent
C. Griffin Dewatering
D. Engineer approved equivalent.
PART 2 PRODUCTS
NA
PART 3 EXECUTION
3.01 GENERAL
A. Where bypass piping routes or activities may affect businesses and/or residents, coordinate with
the businesses and/or residents to select a piping route that will minimize the impact to their
operations.
B. Where existing flow cannot be maintained, interruption of service shall be minimized such that
no discharge of sanitary sewage to any natural waterway, storm sewer, open trench, ground
surface, streets or gutters occurs nor shall such interruption create a public health hazard from
sewage backups or overflows. Bypass operations and staging must be in conformance with the
plans and specifications. Situation dependent changes may be approved by the Engineer
subsequent to bidding. The Contractor may submit changes to the sanitary sewer bypass
pumping and staging plans to the Engineer for approval based on specific circumstances
subsequent to bidding. All costs associated with changes to the bid documents, as submitted by
the Contractor, shall be at no additional cost to the Owner. Approval of all changes shall be at
the sole discretion of the Engineer. Sewage bypassing shall comply with all applicable standards
and regulations as well as all bid documents
C. Upon starting work, the Contractor assumes all responsibility to provide sufficient bypass
pumping capacity and related equipment capable of handling all sewer flows, including those in
excess of the peak daily flow. Equipment and piping sized based on the flow provided in these
specifications will be unable to handle extreme rain events. Thus, the Contractor must either
plan to stop work prior to such events or submit changes to the Engineer and City increasing
capacity of the bypass system. It shall be the Contractor's full responsibility to monitor weather
forecasts prior to performing work requiring the use of temporary bypass pumping to ensure
actual sewer flows will not exceed the pumping capacity of the bypass system. Should significant
rainfall be expected,the Contractor shall reach a proper stopping point(point in which transferring
flows back to the interceptor will not damage existing utilities or in-progress/recently completed
work), transfer sanitary sewer flows back through the gatewell and stop work. The Contractor
shall be held solely responsible for all damages and additional costs associated with transferring
flows back to the gatewell prior to passing inspection and testing as well as all costs incurred by
29 60 00-5 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
the City or property owners due to inadequate or ineffective bypass pumping equipment, —
capacities and overall Contractor negligence.
D. Develop an Emergency Spill Response Plan subject to the approval of the Engineer and Owner.
The Plan shall have the minimum requirements: —
1. One set of repair clamps/coupling for each temporary force main pipe size and type shall
be stocked on-site prior to starting any pumping of wastewater to perform the work. Any _
use of these spare materials will require immediate replacement within one calendar day.
2. Prior to bypassing wastewater, the Contractor shall successfully hydrotest the temporary
piping system. Contractor is responsible for supplying water needed to hydrotest
temporary piping system. �-
3. At minimum, Contractor will evaluate the condition of the bypass piping system at the
beginning and end of each work day. Contractor shall continually monitor the bypass
system during construction activities. —
a. Contractor shall provide at least one person that is responsible for the bypass
pumping system and available 24 hours a day, 7 days a week. Such person shall be
present whenever bypass pumps are in operation. —
4. If a break or spill occurs, or if vandalism occurs that results in a spill, then the Contractor
shall contact City staff. If the incident is due to vandalism, then the Contractor shall also
notify the local police and obtain a police report.
5. Contractor will have their emergency repair and cleanup respondents on site within one
hour to assess the situation and initiate the appropriate action. The first response will be
to stop the spill immediately. Depending upon the nature of the incident, the Contractor's
responders may need to call in additional equipment and personnel.
6. Contractor's respondents will review the cause of the problem and will implement the
appropriate corrective action. This corrective action may involve, but not necessarily be
limited to, pumping wastewater into tanker trucks and hauling sewage to a downstream
location until such time that repairs can be completed.
7. Depending on the nature of the situation, a spill may result in standing wastewater in
places. Contractor shall utilize appropriate equipment to pump or suction up the
wastewater and dispose of it either by tanker truck or via the repaired system. This action will take place in a timely manner as logistics permit, but within 12 hours of the incident or
a shorter time period if required by local or state authorities. Clean up shall be to the
satisfaction of the Owner, Engineer, and local or state authorities. _
a. If in an appropriate area to do so, lime or gypsum should be sprinkled on those areas
of spilled wastewater to buffer any excess nitrogen that may have been absorbed.
8. The Contractor shall issue a report to the Owner and Engineer on the date and time of the
incident, the estimated amount of spillage, the cause of the incident, and the action taken
including both the corrective action and the cleanup activities. Attach any police reports, if
applicable. —
E. Develop a Bypass Plan Checklist subject to approval by the Owner and Engineer. The Plan shall
have the following minimum requirements:
1. Diversion Start-up Check List. Include notifications to the Owner and Engineer just prior to
start up and provide a copy of completed check list showing that all conditions are met.
a. All equipment and materials necessary for the installation of the new facility are on
site.
b. The bypass pipe was successfully hydrotested.
c. All required redundant back-up systems are in place and ready to function. —
29 60 00-6 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
d. The Emergency Spill Response Plan has been approved and attendant has proper
training and phone numbers.
— e. Back-up repair couplings and/or clamps for each size and type used are on site. The
diversion set-up plan detailing the proposed method for temporary bypass of
wastewater has been approved.
2. Diversion Shutdown Check List. Include notifications to the Owner and Engineer just prior
to shut down and provide a copy of completed check list.
F. Notify the Owner in writing a minimum of 14 working days and 5 days in advance of a planned
connection or shut down. Notify the Owner verbally 48 hours in advance of the planned
connection or shutdown.
G. Prior to bypassing wastewater, hydrotest the bypass pipe to 1.5 times the peak pressure based
on the static head, or 20 psi,whichever is greater, and hold for two hours.The test fails if leakage
is observed or if the pressure drop exceeds 5 percent of the test pressure over the two-hour test
period. This hydrotest shall be repeated for each subsequent bypass where the pipe is
disassembled and later reassembled.
H. Do not begin the bypass of wastewater without the Owner's approval and evidence of a
completed start-up checklist. Do not terminate pumping/bypass of wastewater without the
Owner's approval and evidence of a completed shutdown checklist. Coordinate with Owner for
scheduling.
I. Contractor shall have a Monitoring Plan with the following required:
1. At all times when any Contractor equipment, bulkheads or other devices are in the Owner's
sewer, Contractor shall provide a system with the means to detect or determine that flow
is not backing up abnormally and is hence moving properly through the sewer and/or
temporary bypass piping. System shall be such that should a problem arise, the Contractor
is alerted by the system and the Contractor can respond within 60 minutes to the site. Any
device(s) that the Contractor uses shall be tested or checked daily and a log of such shall
be maintained.
a. Contractor shall maintain the system and shall have access to spare parts as
necessary to keep it functioning properly. Maintenance on the system shall be
recorded in the log.
-- J. Upon completion of the work and flow transfer, the temporary bypass system shall be removed
and all affected surface improvements shall be restored to a condition equal to or better than the
condition existing prior to construction, including by not limited to:
1. Roads.
2. Paths/trails.
3. Landscaped areas.
4. Fences.
** * END OF SECTION ** *
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SECTION 31 23 19
DEWATERING (SUBSURFACE AND SURFACE WATER)
PART 1 GENERAL
1.01 SCOPE
The work provided for herein consists of furnishing all plant, equipment, labor and materials; performing
all operations required for designing, furnishing, installing, and operating systems to dewater the
excavations; maintaining these areas free from water during construction operations; and removing the
system. Dewatering includes lowering unconfined and confined ground water levels and control of surface
water.
1.02 MEASUREMENT AND PAYMENT
No separate measurement will be made for dewatering. Payment for this work shall be made as part of
the mobilization and general items pay item. Price and payment shall constitute full compensation for
furnishing all labor, material, and equipment; designing, furnishing, installing, maintaining, operating,
flooding, and removing the subsurface and surface water control facilities; maintaining the dewatered
area; and all work incidental thereto including construction of wells, wellpoints, dikes, sumps, protection of
slopes and all other work that may be necessary to accomplish the specified dewatering results and that
is not specified to be paid for separately.
1.03 DEFINITIONS
A. Dewatering is defined as (a) lowering the ground water below the slopes and bottom of the
excavation to ensure dry, firm working conditions and reducing to safe levels of any hydrostatic
uplift pressures in any confined or unconfined foundation strata and/or aquifers necessary to
ensure the stability and integrity of the foundation; and (b) the control of surface water.
B. Dewatering system is defined as the machinery, equipment, and appurtenances necessary for
and related to the accomplishment of dewatering, including the collection, diversion and
disposal of all surface water.
C. Unwatering is defined as the process of removing all surface water within an excavation.
1.04 DESIGN
The dewatering system shall be designed in accordance with generally accepted current
geotechnical/civil engineering practice. The construction dewatering system shall be designed to lower
the piezometric groundwater level in pervious strata underlying the planned excavations for the 2%
probability water level at or adjacent to the site. The design, indicating the criteria used, shall be
submitted to the Engineer for approval.
1.05 MODIFICATIONS TO DESIGN
All modifications to the initial dewatering system design shall be designed by an experienced construction
dewatering professional and submitted for review and approval. The Contractor shall furnish a signed
statement by the dewatering professional stating that the installation is in conformance with the approved
design.
31 23 19-1 FY 2020 Santiary Sewer Gatewell Repairs-60549334
1.06 DEWATERING REQUIREMENTS
A. The dewatering system shall be of a type and capacity to accomplish all requirements specified
herein. —
1. The dewatering system shall include standby pumping and power supply such that a
continuously operable system is available during pump failures, etc. The Owner will not
provide a power source for dewatering equipment. —
2. The dewatering system shall be of such capacity that it will lower and maintain the
piezometric water level to an elevation at least 2 feet below all earth slopes and
excavation surfaces lying within the area. The system shall have sufficient capacity to
accomplish this desired result, allowing for normal variation in soil properties and
foundation conditions. Contractor shall install at least two 2-in. diameter open standpipe
piezometers at approved locations and elevations for the purpose of demonstrating
compliance with this specification at all times dewatering is required. —
3. New calibrated flow meters with instantaneous and totalizing indication shall be installed
in the discharge lines from each dewatering well or wellpoint pump. Flow meters shall be
installed in accordance with the manufacturer's directions and shall be accurate to within
3% or the measured flow. —
4. The piezometric water level shall be maintained continuously as specified above so that
construction operations can be performed without interruption due to high piezometric
levels.
5. No upward or lateral flow of ground water into the excavated area will be permitted at any
time. The dewatering system shall be operated at all times that the excavation extends
below the phreatic surface or the piezometric water level.
6. The dewatering system may consist of wells, wellpoints, pumps, standby pumps, filtered —
sumps, sump pumps, ditches, and necessary appurtenances capable of intercepting
seepage before it exits on any interior surface or excavation face and of providing control
of surface water. The pumping system shall be operated as required in (4) above to
prevent flooding filter materials and fresh concrete; and shall be designed to control a —'
rainfall intensity of 5 inches in 24 hours. Protection of all slopes will be required to
prevent erosion under normal surface runoff and construction conditions. Slope
protection may include proper drainage, berms, mulching, vegetation, geosynthetics, etc. _
7. Unwatering of an excavation need not be accomplished by sumping alone, but may
utilize sumping in addition to positive dewatering accomplished with a system meeting
the requirements of subparagraph (6) above. Unwatering shall at all times fulfill the
requirements of subparagraph (5) above.8. The dewatering system shall be designed, installed, and operated in a manner that will
preclude removal of materials from the foundation by the pumping operation (hereafter
referred to as "sanding"). The maximum acceptable sand content in the discharge from
wells or wellpoints shall be 2 parts per million by volume as measured using a Rossum —
centrifugal sand tester or equal.
9. The rate of unwatering the excavation shall be designed to provide for a stable
excavation. —
1.07 SUBMITTALS
The submittal will be for Engineer information only. The following shall be submitted in accordance with —
Section 01 33 00.
Preconstruction Submittals:
Dewatering Plan:
31 23 19-2 FY 2020 Santiary Sewer Gatewell Repairs-60549334
Complete dewatering design package with details of the proposed dewatering facilities to the Engineer for
review and approval. The design package shall also show the locations and depths of piezometers for
monitoring the ground water level as well as discharge locations.
1.08 QUALITY CONTROL GENERAL
A. Contractor shall establish and maintain quality control for all dewatering plans and operations to
assure compliance with the contract requirements and shall submit and maintain records of the
quality control for all construction operations, including but not limited to the following:
1. Designing.
2. Fabrication and workmanship.
3. Installation, operation, and removal.
4. Monitoring ground water(piezometric) elevations.
5. Measuring discharge flowrate and cumulative volume from dewatering system where flow
meters have been installed for that purpose.
6. Monitoring of sanding.
B. Reporting
1. An original and two (2) copies of these records and tests, as well as the corrective action
taken, shall be furnished to the Engineer daily. Reports of operation and inspection shall
include the following data: time of operation of each well and sump pump, discharge
flowrate or cumulative discharge based on totalizer readings, sanding rates, problems,
proposed corrective actions, and any other pertinent data.
1.09 INITIAL TESTING
A. Upon installation of the system, the Contractor shall test and evaluate the completed system to
demonstrate that the system is, in fact, capable of performing the intended dewatering
operation as outlined herein. The Contractor shall give the Engineer 24-hour advance notice of
its intention to perform testing. The documentation of results of the test shall be provided to the
Engineer within 48 hours of completion. All wells or wellpoints shall be checked for sanding in
the presence of the Engineer immediately following installation. Measurements shall be made
using a Rossum centrifugal sand tester in strict accordance with the recommendations of the
manufacturer (htt .itwww.roscoemoss.comlwaterwell-rossum.html). Any well or wellpoint found
to be producing greater than two (2) ppm sand after five (5) minutes of pumping shall be
repaired, replaced, or abandoned.
PART 2 PRODUCTS (NOT USED)
NA
PART 3 EXECUTION
3.01 OPERATION
A. The Contractor shall perform dewatering and maintain the work areas in a dry and pressure-
relieved condition as long as necessary for the work under this contract. Orce an area is
dewatered, it shall be maintained in a dewatered condition until all work in that area (including
backfill to final grade) is completed.
31 23 19-3 FY 2020 Santiary Sewer Gatewell Repairs-60549334
B. Do not discharge water from the dewatering system onto landscaped areas, public parks, or
other areas that could be damaged by additional water. Discharge to the storm sewers where
possible.
3.02 MAINTENANCE AND SERVICING
The Contractor shall be responsible for the maintenance, servicing, and repairs of the entire dewatering
system and appurtenances during the life of the contract, including replacement of any and all wells, —
wellpoints, sumps and pumps performing unsatisfactorily. Contractor shall perform additional sanding
checks on individual wells and wellpoints using a Rossum sand tester as requested by the Engineer in
the presence of the Engineer.
3.03 REMOVAL
The dewatering facilities shall be maintained until completion of subsurface work, and then shall be —
completely removed. Wells may be left in place if grouted as discussed below and cut off 3 ft or more
below final grade and then backfilled with compacted native soil. However, no dewatering facilities of any
kind shall be removed without prior approval of the Engineer. All pumps and appurtenances employed in
the dewatering system and all materials other than earth shall remain the property of the Contractor and
shall be removed from the site of the work. All holes created by removal of dewatering facilities shall be
plugged with cement grout in accordance with applicable state regulations or in accordance with the
instructions by the Engineer. Any approvals of the implementation and/or removal plans by the Engineer
do not shift the responsibility for the removal of the system from the Contractor to the Owner. Nor does
an approval relieve the Contractor of his responsibility to provide a removal plan that is consistent with
industry standards, state regulations, and prudent construction practices.
** * END OF SECTION ** *
31 23 19-4 FY 2020 Santiary Sewer Gatewell Repairs-60549334
SECTION 33 05 13
PRECAST CONCRETE GATEWELLS
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Precast Concrete Gatewells
1.02 SYSTEM DESCRIPTION
A. Design and Manufacturing Requirements:
1. Precast concrete gatewell structures have been designed by ENGINEER.
2. Precast concrete gatewell structures shall be manufactured in accordance with US Army
Corps of Engineers EM 1110-2-2104.
1.03 SUBMITTALS
A. Include one copy of results of tests and certification reports with each shipment of materials.
B. If manufacturer's test data is inadequate or unavailable, ENGINEER reserves right to require cores
drilled for compressive strength tests.
C. Submit in accordance with Section 01 33 10.
D. Shop Drawings:
1. Technical data for gatewell and hatch indicating materials of construction.
2. Drawings of gatewell and hatch.
3. Certification that gatewells have been manufactured in accordance with the
requirements specified in Paragraph 1.02.A.
PART 2 MATERIALS
2.01 PRECAST CONCRETE GATEWELLS
A. ASTM C478.
B. Reinforced integral top slab shall be as shown on Drawings.
C. Wall Thickness:As shown on Drawings.
D. Flexible Plastic Gaskets:
1. Manufacturers:
a. K.T. Snyder Company, Inc.
b. Hamilton-Kent, Inc.
c. Cretex.
2. Comply with physical requirements for Type B gaskets in AASHTO M198.
33 05 13-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
E. Mark each precast section with name or trademark of manufacturer and date of manufacture.
Marking shall be indented into gatewell section or shall be painted thereon with waterproof paint.
F. Construct gatewell and top slab of reinforced concrete.
1. Concrete Strength: Minimum 5,000 psi at 28 days.
2. Reinforcing Steel: ASTM A615 GR 60.
3. Minimum Concrete Cover for Reinforcing Steel: 1 in.
4. Lap Reinforcement at Splices: Minimum of 2 cross wires for wire mesh.
5. Joints shall have bell and spigot connections in conformance with ASTM C478.
G. Cast each piece from 1-piece mold. Do not use connecting form ties, which may result in
corrosion or leakage points.
2.02 CEMENT MORTAR —
A. ASTM C270, Type M.
PART 3 EXECUTION
3.01 EXCAVATION AND PREPARATION OF SUBGRADE
A. Excavate and prepare subgrade in accordance with Drawings.
3.02 SETTING OF PRECAST CONCRETE GATEWELLS —
A. Set gatewells plumb with orientation of cast-in items as shown on Drawings.
B. Joint precast sections of gatewells with cement mortar or preformed flexible plastic gaskets.
3.03 INSTALLATION
A. Install in accordance with manufacturer's written instructions and approved submittals.
B. Set gatewells plumb with orientation of cast-in items as shown on Drawings.
3.04 FIELD QUALITY CONTROL
A. Precast concrete gatewells shall be subject to rejection on account of failure to conform to any
specification requirements, including the following: —
1. Fractures or cracks passing through shell, except for single end crack not exceeding depth
of joint.
2. Defects indicating imperfect proportioning, mixing, and molding.
3. Surface defects indicating honeycombed or open texture.
4. Damaged ends where such damage would prevent making satisfactory joint.
5. Infiltration into structure exceeding 0.0758 gal/vertical ft/hr. .._.
6. Internal dimensions of section varying more than 1%from dimensions shown on plan.
7. Any continuous crack having surface width of 0.01 in. or more and extending for length of
12 in. or more, regardless of position.
*** END OF SECTION ** *
33 05 13-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
SECTION 40 05 31
MANUALLY ACTUATED VALVES
PART 1 GENERAL
1.01 SUMMARY
A. Section Includes:
1. Process mechanical manually actuated valves and check valves. Process mechanical
valves and check valves are shown or noted on Process-Mechanical Drawings and on
Civil Site Piping Drawings. Civil Site Piping Drawings may also show site utility plumbing,
fire protection and HVAC valves which are specified in other sections.
2. Valve accessories.
B. Some products specified in this section may not be required in this contract. Refer to other
specifications and Drawings to determine particular products to be provided under this contract.
1.02 SUBMITTALS
A. Product Data:
1. Manufacturer's standard product data and catalog information for valves and accessories.
2. Provide for each different type number and size of valve:
a. Dimensioned drawing of valve and valve accessories showing valve, actuator
mounted on valve showing actuator orientation, valve mounted accessories, and
required clearances.
b. Indicate pressure rating (list unseating rating separately if different than seating),
materials of construction, end connection type, size, actuator type, and
manufacturer's product number.
3. Indicate valve type number from this specification on product data and catalog information.
4. For valves used in chemical services, submit valve manufacturer's chemical resistance
guide showing suitability of valve materials for service conditions.
B. Submit in accordance with Section 01 33 10.
C. Operation and Maintenance(O&M) Data:
1. Submit in accordance with Section 01 78 23.
1.03 QUALITYASSURANCE
A. Provide valves and accessories with same type number from one manufacturer to achieve
standardization for operation, maintenance, spare parts, and manufacturer's services.
PART 2 PRODUCTS
-� 2.01 GENERAL
A. All valves shall be suitable for wastewater application.
40 05 31-1 FY 2020 Sanitary Sewer Gatewell Repairs -60549334
melon
B. Cast name of valve manufacturer and size of valve on body or bonnet or show on
permanently attached stainless steel plate in raised letters.
C. Cast on valve body or indicate on operator word"open"and arrow indicating direction to open. _
2.02 PLUG VALVES
A. Type 725: Use for all services where eccentric plug valve is shown on Drawings except as listed '—
under other plug valve types.
1. Manufacturers:
a. DeZurik PEF.
b. Engineer approved equivalent.
2. 4 in. and greater.
3. Eccentric,non-lubricated, resilient faced plug type, full/100% port.
4. Body: Cast Iron ASTM A126
5. Plug: Ductile Iron ASTM A536
6. Bolts and Nuts: Zinc Plated Carbon Steel or Stainless Steel
7. Valve Ends: Flanged End for non-buried applications, mechanical joints for buried valves
8. Bearing: 316 Stainless Steel
9. Pressure Rating: 150 psi minimum
10. Valves shall be capable of submerged service and passing a pipe cleaning pig of diameter
equal to directly adjacent piping.
11. Provide valve actuator stem extensions for all plug valves in valve vaults. Provide valve
boxes for all buried valves. Valve boxes and covers shall be 3 piece assembly. 5-1/4 inch
assembly. Box and cover shall be cast iron in accordance with ASTM A48/A48M, Class B.
Provide stem extension ending 6 inches below box cover. Provide 4 ft long tee wrench for
operating valves (1 qty). See"accessories"section of this specification.
12. Stem extension and square nut with valve box required for all buried valves.
2.03 ACCESSORIES
A. Valve Actuators:
1. Open valve by turning counterclockwise.
2. Provide actuator type as specified under each valve specification above, unless
otherwise shown or specified.
B. Worm and Gear Actuators:
1. Totally enclosed design.
2. Sized for valve operation under valve rated pressure with pull of 40 lbs on handwheel or
chain wheel.
3. Self-locking to prevent valve position creep.
4. Hardened alloy steel worm.
5. Reduction gearing runs in lubricant.
6. Orientate operators to avoid interference with adjacent piping, equipment, and structures.
7. Valve position indication.
C. Valve Boxes:
1. Provide for buried valves.
2. Three-piece screw type cast iron box and cover.
40 05 31-2 FY 2020 Sanitary Sewer Gatewell Repairs -60549334
3. Valve box diameter of 5-1/4 in. with length as required for installation.
4. Provide valve with extension stem, complete with operating nut, to bring operating nut to
point 6 in. below box cover.
5. Provide 4-foot long tee wrench for operating valves (1 qty).
D. Floor Boxes:
1. Provide for valves as shown on Drawings.
2. Cast iron box and cover.
3. Provide valve with extension stem, complete with operating nut, to bring nut to point 6
in. or less below box cover.
E. Buried and Submerged Valve Actuators:
1. Provide seals on shafts and gaskets on valve and actuator covers to prevent water entry.
2. Provide totally enclosed actuator mounting brackets with gasket seals.
F. Extension Stems for Submerged Valves:
1. Provide for valves as shown on Drawings.
2. Provide with intermediate stem guides with maximum spacing not exceeding 10 ft or
L/R not exceeding 200.
3. Type 304 stainless steel.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install according to manufacturer's instructions and approved submittals.
B. Bolt holes of flanged valves shall straddle vertical centerline of pipe run. Before installing
flanged valves, clean flanged faces. After cleaning, insert gasket and bolts, and tighten nuts
progressively and uniformly.
C. Where space permits, 100% pipe area eccentric plug valves shall be installed with the plug stem
horizontal in horizontal pipelines, with the plug opening toward the top of the pipe. Chain wheel
operated valves in horizontal pipelines shall have actuators rotated about the valve shaft to allow
for the chain to fall, and to clear adjacent piping and other pipe components. For vertical pipe
installations, eccentric plug valves shall be installed with the seat side up when closed. For
applications for suspended solids, where possible, install eccentric plug valves with the seat side
toward the higher pressure when closed.
3.02 FIELD QUALITY CONTROL
A. Tests:
1. Pressure test valves at same time adjacent piping is tested.
2. If valve leaks under pressure, loosen valve threads or joint, loosen or remove nuts and
bolts,reseat or replace gasket, retighten or reinstall nuts and bolts, and retest joints.
3. Protect parts of valves or operators that could be damaged by test.
3.03 ADJUSTING
A. Position Switches: After valve installation, adjust for valve travel.
*** END OF SECTION "
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LEFT BLANK INTENTIONALLY
40 05 31-4 FY 2020 Sanitary Sewer Gatewell Repairs -60549334
SECTION 40 05 62
FRP SLUICE GATES
PART 1 GENERAL
A. Section Includes:
1. Fiberglass reinforced polyester(FRP) sluice gate with pedestal-mounted manual actuator
and extension stems and wall-mounted stem guide accessories.
1.02 SYSTEM DESCRIPTION
A. Design Requirements:
1. Conform to AWWA C563 except as modified.
2. Proportion for stresses occurring during continuous operation, and for additional stresses
occurring during fabrication or installation to parts of various control structures.
3. Sluice gate assemblies' maximum fiber stress (ultimate or yield whichever applies) shall
not exceed 2.5 times working stress.
4. Reinforce gates to withstand maximum seating head with deflection of less than L/360 of
gate width or 1/4 in., whichever is less.
5. Design gates with unseating heads for maximum deflection of L/360 of gate width or 1/16
in., whichever is less at maximum operating head.
6. Gates shall be flat and level.
7. Warpage throughout entire gate shall not produce crown of more than 1/16 in. in any
direction.
8. Gates shall be as shown on Drawings.
B. Performance Requirements:
1. Field Leakage Criteria:
a. Seating Head: Leakage shall not exceed 0.1 gal/min/ft of periphery under design
head conditions.
b. Unseating Head: Leakage shall not exceed 0.2 gal/min/ft of peripher/ under design
head less than 20 ft. For heads greater than 20 ft, leakage shall not exceed
0.2 gal/min/ft plus 0.005 gal/min/ft for each ft of head greater than 20 ft.
2. Composition of gate laminate shall be in accordance with the Quality Assurance Report for
Reinforced Thermostat Plastic (RTP) Corrosion Resistant Equipment, Society of the
Plastics Industry, Inc. (SPI), and Material Technology Institute of the Chemical Process
Industries, Inc. (MTI), for"Hand Lay-Up Laminates."
a. Composition of gate laminate shall meet specifications for Type 1, Grade 10
laminates shown in Appendix M-1.
1.03 SUBMITTALS
A. General:
1. Submit Product Data and Shop Drawings in sufficient detail to confirm compliance with
requirements of this Section. Submit Product Data and Shop Drawings in one complete
submittal package. Partial submittals are unacceptable.
40 05 62-1 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
B. Shop Drawings:
1. Installation and assembly drawings and specifically prepared technical data for each gate
assembly. _
C. Product Data:
1. Catalog cuts and product specifications for gate components and operators.
2. Proposed coating system. Submittal information for coating system.
D. Submit above in accordance with Section 01 33 10.
E. Operation and Maintenance(O&M) Data.
1. Submit in accordance with Section 01 33 10. —
1.04 QUALITY ASSURANCE
A. Items of equipment shall be end products of 1 manufacturer in order to achieve standardization for maintenance, spare parts, operation, and manufacturer's service.
B. Defects:
1. No cracks, crazing, blisters, chips, pits, dry spots,fish eyes, burned areas or entrapped air.
2. No wrinkles and solid blisters with maximum deviation of 10% of thickness, not to exceed
1/8 in. —
3. No surface porosity(pinholes or pores in laminate surface).
4. No exposed glass, exposure of cut edges.
5. No scratches more than .002 in. deep.
6. No foreign matter.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Plasti-Fab, Inc., Series Heavy Duty Titeseal, Tualatin, OR. —
B. ENGINEER approved equivalent.
2.02 MATERIALS —'
A. Head Frames, Guides and Operator Support Yoke: Type 316 Stainless Steel (SS).
B. Gates: —
1. Fiberglass reinforced polyester (FRP) totally encapsulating an internal reinforcing
structure. —.
2. Structural characteristics for 1/8 in. glass mat laminate shall meet minimum physical
properties:
a. Tensile Strength 17,900 psi
b. Flexural Modulus 800,000- 900,000 psi
c. Flexural Strength 27,600 psi
d. Compressive Strength 22,000 psi e. Impact Strength 9.0 ft-lbs/in.
40 05 62-2 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
f. Water Absorption 0.13% (in 24 Hours)
C. Stems and Gate Hardware: 316 Stainless Steel.
D. Closure Seals:
1. Hollow Bulb J-Seals and Bottom Wedge Seal - Molded of extruded virgin neoprene with
vulcanized corners per ASTM D-2000.
a. Specific Gravity 1.25
b. Hardness 55-65 Shore A Durometer
c. Tensile Strength 15,000 psi min.
d. Elongation 300%
e. Low Temperature Brittleness -40 F
2. J-Seal Clamping Bars and Fasteners: FRP
3. Wear Strips- UHMW Polyethylene.
a. Tensile Strength 5,600 psi
b. Water Absorption 0.01% (in 24 Hours)
c. Flexural Modulus (@731 F) 130,000- 140,000 psi
d. Coefficient of Friction 0.15
2.03 MANUAL OPERATORS
A. Lift Nuts and Thrust Nuts- Manganese Bronze. ASTM B-584, Alloy 865.
" B. Thrust Collar-Cast Iron. ASTM A-126 Class B.
C. Anchor Bolts-T-316 Stainless Steel.
2.04 GENERAL CONSTRUCTION
A. In conformance with AWWA C563-12.
B. Sluice Gate Cover: Fiberglass reinforced polyester totally encapsulating an internal reinforcing
structure.
1. Copolymer Composite: Ultraviolet stabilized and seamless to protect inner structural
members from corrosion caused by exposure to water or corrosive chemicals.
C. Furnish with complete frames, slides, J-seals, UHMW wear strip, operating stems, operators and
necessary appurtenances.
2.05 GATES
A. Mold gate individually to dimensions specified:
1. Manufacture of reinforced thermoset plastic containing ultraviolet absorbers.
2. Surface shall be resin rich to depth of 0.010 in. to 0.020 in. and reinforced with C-glass or
polymeric fiber surfacing material.
3. Surface shall be free of exposed reinforcing fibers.
_ 4. Composition of layers shall be approximately 95 percent (by weight) resin.
5. Remaining laminate shall be made up of copolymer composite and reinforcing fibers in
form, orientation and position to meet strength requirements.
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6. Use structural reinforcing to attain necessary stiffness to meet deflection requirements,and
encapsulate with laminate not less than 1/4 in. thick on each side to ensure against
permeation by water to core areas.
B. Bolt Type T-316 stainless steel stem mounting bracket to gate.
1. Bolts shall not pass through or contact internal steel reinforcing.
C. Core Material: 100% resistant to decay and attack by fungus and bacteria and resistant to
hydrocarbons.
2.06 SEALS
A. Elastomeric J-seals made of molded or extruded neoprene having hardness range of 55 to 65
shore A durometer and conforming to ASTM. D-2000. Maximum compression set of 25% and
low temperature brittleness to meet suffix F-17 (-40 F).
B. Mount seals on gate covers with T-316 stainless steel capscrews and 316 stainless steel or FRP
clamping bars. Provide means of repair, and replacement without dewatering channel.
C. Fasten 1/4 in. thick UHMW wear strip to opposite side of gate from J-seals along both sides, with
coefficient of friction less than 0.15.
2.07 FRAMES AND GUIDES
A. Design guides for embedment, wall mounting to meet Project requirements.
B. Fabricate guides from 316 stainless steel and have slot for mating with gate cover.
C. Equip guides bolted to head wall with heavy duty slotted clips for ease of mounting to wall by
using T-316 stainless steel anchors.
D. Guides extending above operating floor level to form bench stand upon which lift mechanism is
fastened, shall be strong and rigid without use of additional stiffening members.
E. Head rail shall also be of 316 stainless steel and shall be affixed so as to allow gate to be removed
from guide without disassembly. —
F. Head rail shall have maximum deflection of 1/4 in. when subjected to horizontal force of four
times 40 lb. maximum handwheel pull.
G. Where wall-mounted guide frame extends above concrete wall, top anchor bolt shall be not more
than 6 in. below top of wall.
H. Gate inverts shall be flush with channel bottom.
I. Do not use wall thimbles for installation.
2.08 OPERATING STEMS
A. Equip each slide gate with rising operating stem.
B. Stem shall be Type 316 stainless steel with Acme threads and provided with adjustable stop
collars to limit upward and downward travel.
C. Stems shall have maximum L/R of 200.
40 05 62-4 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
-- D. Stem guides with FRP bushings shall be used to maintain an L/R of 200.
2.09 STEM COVERS
A. Galvanized steel stem covers shall be provided with vent holes to minimize condensation.
B. Stem covers shall be attached by a padlocked,threaded connection and be marked with "Open"
and "Closed" position indicators.
C. Stem covers shall be factory primed as per 2.13, and field painted in accordance with 2.13 and
the plans.
2.10 ADJUSTABLE WEDGING DEVICE
A. Provide adjustable assembly to achieve specified leakage rate.
B. Adjustable wedging assembly shall be comprised of T-316 stainless steel wedging bar and silicon
bronze adjusting bolts with locking nuts.
C. Adjusting bolts shall be non-galling for long-term easy adjustment.
D. Adjust gate seals at factory and in field to less than specified leakage rate.
2.11 ANCHOR BOLTS
A. Adhesive Anchors: Ramset/Red Head Epcon System or Hilti HIT System.
B. Not less than 1/2-in. diameter.
C. Provide anchor bolts with size to withstand force created by operation of gate.
2.11 COATING
A. Manufacturer shall be responsible for factory surface preparation, shop priming of any exposed
ferrous metal surfaces. Do not paint or coat fiberglass components or stainless steel.
CONTRACTOR is responsible for field painting. System shall comply with:
1. Surface Preparation: Ferrous Metal -SP6.
2. First Coat: 3.0 DFT/"Series 90-97 Zinc Rich Primer" by Tnemec.
3. Second Coat: 3.0 to 4.0 DFT/"73-Color Endura-Shield III" by Tnemec.
B. Coat machined or bearing surfaces and holes with protective grease until installation.
2.12 MANUALLY OPERATED FLOOR STANDS
A. Maximum effort of 40 lbs shall be required to unseat gate and maximum of 25 lbs to operate gate
after it is unseated.
B. Enclosed gear type with crank capable of manual operation or by means of portable electric,
gasoline or hydraulic powered operator. Equipment to match existing City of Waterloo operators.
Provide bracket(permanent or removable)for mounting of City of Waterloo's hydraulic operator
-- to floor stand.
C. Provide single or double gear reduction, depending upon lifting capacity required.
D. Type 316 stainless steel gears with machine cut teeth designed for smooth operation.
E. Mount gearing and lift nut in Type 316 stainless steel housing and support with Type 316 stainless
steel pedestal to place input shaft or crank arm approximately 36 in. above floor.
40 05 62-5 FY 2020 Sanitary Sewer Gatewell Repairs-60549334
F. Provide lubrication fittings in gear housing to permit lubrication of gears and bearings.
G. Removable Type 316 stainless steel crank arm with revolving Type 316 stainless steel grip.
Equipment to match existing City of Waterloo operators. —
2.13 ELECTRIC ACTUATORS—GATEWELL 3C-5 ONLY
A. All electric actuators shall conform to the requirements of AWWA Standard C-540. —
B. All electric actuators shall include a permanently installed means to manually operate the gate in
the event of power loss or failure of electric motor.
C. Actuators shall contain motor, gearing, manual over-ride, limit switches, torque switches, drive
coupling and integral motor controls.
D. Gate closing speed will be 12 inches per minute. —
E. The motor shall be specifically designed for actuator service. The motor will be of the induction
type, with Class F insulation and protected by means of thermal switches imbedded in the motor _
windings. Motor enclosure will be totally enclosed, non-ventilated.
F. Motors will be capable of operating on 460V, 3-phase, 60hz power.
G. Actuator shall have integral close coupled safety disconnect switch.
H. Actuator housing shall be NEMA 4X/6P.
NEMA 4X/6P enclosures shall have a watertight double seal plug and socket connector between the terminal compartment and actuator enclosure to prevent moisture from entering the actuator
via the conduit entries.
J. All gearing shall be grease lubricated and designed to withstand the full stall torque of the motor. —
K. Manual operation will be available by means of a lockable hand wheel. Return from manual to
electric mode of operation will be automatic upon motor operation. A seized or inoperable motor
shall not prevent manual operation.
L. Limit switches will be furnished at each end of travel. Limit switch adjustment will not be altered
by manual operation. Limit switch drive shall be by counter-gear. Limit switches must be capable
of quick adjustment requiring no more than five (5) turns of the limit switch adjustment spindle.
One set of normally open and one set of normally closed contacts will be furnished and available
for use by the plant control system at each end of travel where indicated. Contacts shall be of
silver and capable of reliably switching a low voltage DC source from the control system furnished by others.
M. Mechanically operated torque switches shall be furnished at each end of travel. Torque switches
will trip when valve load exceeds torque switch setting. The torque switch adjustment device
must be calibrated directly in engineering units of torque.
N. All wiring shall be terminated at plug and socket connector.
O. Actuators shall be capable of operating in an ambient temperature range of-20 to+175 degrees
F.
P. Mechanical dial position indicator will be furnished on all gates. Two wire position feedback
transmitter(4-20 mADC signal)will be furnished where indicated.
Q. All actuators in open/close service will be furnished with integral motor controls consisting of —
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reversing starters,control transformer,"open-stop-close"pushbuttons, "local-off-remote"selector
switch in addition to red and green position indicating lights.
R. All actuators in modulating service will be furnished with a feedback potentiometer in addition to
the following motor controls: reversing starters, control transformer, phase descriminator,
monitor relay, positioner, "open-stop-close" pushbuttons, "local-off-remote" selector switch in
addition to red and green indicating lights. The positioner shall be capable of accepting a 4-20
mADC signal from a controller and positioning the gate by comparing the command signal with
the present gate position as indicated by the feedback potentiometer mounted inside the actuator.
The positioner shall be field adjustable to fail to the "open," "closed" or"last" position on loss of
4-20 mADC command signal.
S. Actuators shall be equipped for remote operation via field wired discrete and analog I/O signals.
T. Actuator control buttons, switches and indicators shall be protected from unauthorized use and
vandalism by means of a lockable cover.
U. All actuators shall be manufactured by AUMA Actuators, Inc., or Engineer pre-approved equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install sluice gates in accordance with manufacturer's written recommendations and approved
submittals.
B. Install on wall as indicated on drawings.
C. Adjust wedges to ensure gates seat properly.
D. Test gate as specified.
3.02 FIELD QUALITY CONTROL
A. After installation has been completed, test sluice gates under normal operating conditions in
presence of ENGINEER.
B. Repair leaks or other imperfections found upon testing.
3.03 FIELD TESTING
A. Preparation:
1. Schedule field testing which affects operation through City 48 hours before testing.
2. Maintenance:
a. Perform maintenance on equipment throughout course of Work.
b. Perform preventative maintenance in accordance with manufacturer's
recommendations.
c. Keep maintenance records with equipment and make records available for
examination during Work.
3. Before start of testing:
a. Have O&M manuals on-site during testing.
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b. Have spare parts, expendables and test equipment pertinent to equipment being
tested on-site during testing.
c. Check equipment against submittals.
d. Verify equipment is installed properly. —
B. Testing:
1. Testing in accordance with Contract Documents and manufacturer's recommendations.
2. Correct deficiencies found during testing.
3. Testing shall be to requirements of Section 1.02.B.1. If adequate head cannot be
maintained for testing, or at the Contractor's sole discretion, testing may be performed with _
video monitoring equipment at no additional cost to City.
Schedule 1-Gate Component Materials
Equipment Tag Unseating
Number Size Seating Head (ft) Head (ft) Remarks
GV-5D-1 36 41 21 New Gatewell
GV-5D-2 42 39 17
GV-5D-3 21 39 20
GV-5F-1 36 32 24
T GV-5F-2 54 39 28
GV-5F-3 30 35 24
GV-5F-4 18 33 26
GV-5F-5 48 36 24
GV-5F-7 54 38 28
G V-3 C-1 60 40 26
GV-3C-2 36 47 45 New Gatewell
GV-3C-3 60 34 20 WWTP Outfall
GV-3C-4 42 35 23
GV-3C-5 24 32 23 Electric Actuator
G V-3 D-2 60 34 21
G V-3 D-3 48 34 26
T GV-3D-4 48 35 26
GV-3D-5 36 33 21
GV-3E-3 48 29 29
G V-3 E-7 12 27 18
Bid Alternate
GV-3A-1 36 36 22 Only
Bid Alternate
GV-1-1 36 35 27 Only
GV-3A-2 36 39 24
GV-1-2 36 39 26 —
Bid Alternate
GV-5A-1 12 32 17 Only
GV-5A-2 8 21 21 _
GV-5A-3 6 23 23
GV-5A-4 18 21 15
GV-5C-1 10 28 21 _
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Equipment Tag Unseating
Number Size Seating Head (ft) Head (ft) Remarks
Notes:
1. Gate manufacturer shall coordinate with precast manufacturer to
ensure top slab design is compatible with gate loads.
2. All gates shall be non-self-contained.
3. Field verify depths prior to issuing shop drawings.
** * END OF SECTION ** *
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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 o'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 CONTRACT NO. 951 GS-1 of 13
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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 time 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 provided 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 location 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
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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, Tray order extra
work or make changes by altering, adding to, or deducting from the work, the contract sum oeing 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
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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 maintained 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.
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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 bench marks, 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
GENERAL SPECIFICATIONS CONTRACT NO. 951 GS-5 of 13
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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 Contractor 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 of 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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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 t-ie 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
GENERAL SPECIFICATIONS CONTRACT NO. 951 GS-7 of 13
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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 R
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 classified 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 cost 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 lubricants, but not
including small hand tools, which may be deemed necessary or desirable to use, the Contractor shall be
GENERAL SPECIFICATIONS CONTRACT NO.951 GS-8 of 13
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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 sriall 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 oe 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.
GENERAL SPECIFICATIONS CONTRACT NO. 951 GS-9 of 13
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SECTION F -LEGAL RELATIONS AND RESPONSIBILITIES
1. LAWS RELATING TO WORK. The Contractor is presumed to be familiar 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 final 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 Contractor 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:
GENERAL SPECIFICATIONS CONTRACT NO.951 GS-10 of 13
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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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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.
GENERAL SPECIFICATIONS CONTRACT NO.951 GS-12 of 13 AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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 ** '
GENERAL SPECIFICATIONS CONTRACT NO.951 GS-13 of 13
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SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION
1. SUBCONTRACTS
The contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the
work to require compliance by each subcontractor with the applicable provisions of the contract
for the improvements embraced in this contract.
2. REVIEW BY THE CITY OF WATERLOO
The City of Waterloo, its authorized representatives and agents, shall at all times have access to
and be permitted to observe and review all work, materials, equipment, payrolls, personnel
records, employment conditions, material invoices, and other relevant data and records
pertaining to this contract, provided, however, that all instructions and approval with respect to
the work will be given to the contractor only by the City of Waterloo through its authorized
representative or agents.
3. INSPECTION
a. The contractor shall furnish promptly all materials reasonably necessary for any tests,
which may be required. All tests by the City of Waterloo will be performed in such
manner as not to delay the work unnecessarily and will be made in accordance with the
- provisions of the Technical Specifications.
b. Inspection of materials and appurtenances to be incorporated in the improvements
embraced in this contract may be made at the place of production, manufacture or
shipment, whenever the quantity justifies it, and such inspection and acceptance, unless
otherwise stated in the Technical Specifications, shall be final, except as regards (1)
latent defects, (2) departures from specific requirements of the contract, (3) damage or
loss in transit, or (4) fraud or such gross mistakes as amount to fraud. Subject to the
requirements contained in the preceding sentence, the inspection of materials as a whole
or in part will be made at the project site.
4. WARRANTY OF TITLE
No material, supplies, or equipment to be installed or furnished under this contract shall be
purchased subject to any chattel mortgage or under a conditional sale, lease-purchase or other
agreement by which an interest therein or in any part thereof is retained by the seller or supplier.
The contractor shall warrant good title to all materials, supplies, and equipment installed or
incorporated in the work and upon completion of all work, shall deliver the same together with all
improvements and appurtenances constructed or placed thereon by him to the City of Waterloo
free from any claims, liens, or charges. Neither the contractor nor any person, firm, or
corporation furnishing any material or labor for any work covered by this contract shall have any
right to a lien upon any improvement or appurtenance thereon. Nothing contained in this
paragraph, however, shall defeat or impair the right of persons furnishing materials or labor to
recover under any bond given by the contractor for their protection or any rights under any law
permitting such persons to look to funds due the contractor in the hands of the City of Waterloo.
The provisions of this paragraph shall be inserted in all subcontracts and material contracts and
notice of its provisions shall be given to all persons furnishing materials for the work when no
formal contract is entered into for such materials.
SUPPLEMENTAL GENERAL SPECS CONTRACT NO.951 SGS-1 of 1
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FORM OF CONTRACT
CONTRACT FOR THE CONSTRUCTION OF
FY 2020 SANITARY SEWER GATEWELL REPAIRS
CITY OF WATERLOO, IOWA
CONTRACT NO.951
This contract made and entered into this day of _, 2020, by
and between the City of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred tc as City), and
of Waterloo, Iowa, (hereinafter referred to as Contractor),
WITNESSETH:
PAR. 1 Contractor agrees to build and construct the FY 2020 SANITARY SEWER GATEWELL
REPAIRS, CONTRACT NO. 951 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 October 1, 2021, 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,
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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 City.
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 account of delays and
prosecution of work, but if said work is delayed by the City, the Contractor 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, material, men, or
subcontractors who shall perform labor or furnish materials entering into this 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 debris and clean up
said streets, and to save the City harmless from any damage allegedly resulting from a
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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 , 2020.
ATTEST: , City Clerk
Waterloo, Iowa
FORM OF CONTRACT CONTRACT NO. 951 C-3 of 3
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
THIS PAGE LEFT BLANK INTENTIONALLY
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 am hold Obligee
harmless from and against any and all costs of enforcement, including but not limited to reasorable attorneys'
fees and expenses.
Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanc.ng, 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°/0) 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 CONTRACT NO. 951 PFB-1 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
If the Principal performs the Contract, then this bond shall be null and void; otherwise it shall 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 follow ng 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 CONTRACT NO.951 PFB-2 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Repairs
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:
FY 2020 SANITARY SEWER GATEWELL REPAIRS
CITY CONTRACT NO. 951
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 CONTRACT NO.951 PB-1 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Reparis
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 counterparts, 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 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.
PAYMENT BOND CONTRACT NO.951 PB-2 of 2
AECOM#60549334 FY 2020 Sanitary Sewer Gatewell Reparis
APPENDIX
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APPENDIX
TABLE OF CONTENTS
1. Change Order Form
2. Flood Contingency Form
2. 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
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CHANGE ORDER NO.
Owner City of Waterloo Date
Project FY 2020 Sanitary Sewer Gatewell Repairs
Owner's Contract No. City Contract No.951 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.
60549334 /
Project Change
Number Order No.
CHANGE ORDER FORM Page CO-1
AECOM 60549334
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FLOOD CONTINGENCY PLAN
FY 2018 SANITARY SEWER GATEWELL REPAIRS
CITY OF WATERLOO
WATERLOO, IOWA
SCHEDULE SUMMARY:
a. Bidding: April 2020
b. Estimated Construction Duration: April 2020 -October 2021
GENERAL:
The contractor is responsible for monitoring river stages and forecasts. Contractor contact is to be
determined when the contract has been awarded. City contact is Jamie Knutson, City Engineer, 319-291-
4312.
Contractor shall update and resubmit this Flood Contingency Plan, with the additional information
requested, for approval prior to beginning work on the project. At a minimum, the contractor shall update
this plan with:
a. Contact names and 24-hour phone numbers.
b. Anticipated dates for work items that are covered under this plan.
c. Equipment make and model that will be kept on-site for emergency backfill of excavations.
d. Contractor plan of action with employee responsibilities during an emergency flood event.
Official river stages and forecasts for the contractor is the Cedar River gage at Waterloo (National
Weather Service number ALO14). Seven-day forecasts for this gage are available at the website
http:/;` ater.,veather.gc °,2fhydrograph.php?wfo=drnx&gage= . The gage elevation of 0
corresponds to elevation 824.14 NGVD.
SANITARY SEWER GATWELL REPAIRS SITE INFORMATION:
The City of Waterloo is protected from flooding by a system designed by the USACE which was
constructed in 1976. As part of this design and construction numerous sanitary sewer gatewells were
constructed where sewer lines crossed the line of protection. See the attached overall location map for
gatewell and flood protection location information. The intent of this project is to repair a number of these
gatewells as described in the construction plan set. The majority of the structures will have the tops
removed and the actuator, stem and gate replaced. These repairs will have minor impacts by reducing
the level of protection at each gatewell on average 3-4'. The contractor will be required to stage these
repairs by limiting the concurrent construction to a maximum of 5 structures. The contractor shall also
maintain a stockpile of material on-site at each location for emergency closure if deemed necessary by
the City of Waterloo or the USACE and follow the requirements provided at the end of this document for
work within a levee area. The contractor shall also provide a method of emergency „losure of the
sanitary sewer pipe once the existing gate is removed prior to the new gate being installed. It is
estimated that this work will take between 2-4 weeks per manhole to complete with a maximum of 5 being
completed concurrently.
The major impacts to the flood protection system will be from the construction of 2 new gate valves,
removing and replacing 3 existing gate wells and the addition of one new gatewell. This work will require
cutting into the dry side of the levee for installation to a depth approximately 10' to 20' below the existing
grade at the toe of the levee. The contractor will also be required to stage this work by limiting the
concurrent construction to a maximum of 2 full depth gatewell repairs. This work shall only be completed
during normal to low flows on the Cedar River and Black Hawk Creek when the gate elevation is at or
below 10' and is forecast to be at this elevation for at least the next 7 days. The contractor shall also
maintain a stockpile of material on-site at each location for emergency closure if deemed necessary by
the City of Waterloo or the USACE and follow the requirements provided at the end of this document for
work within a levee area. The contractor shall also provide a method of emergency closure of the
sanitary sewer pipe once the existing gate/gatewell is removed prior to the new gate being installed. It is
estimated that this work will take 6-8 weeks to complete.
The contractor shall complete all portions of the project the require levee degradation as soon as possible
to restore the flood protection system to existing conditions.
Contractor Requirements for Excavation in or Within 25 Feet of Earthen Levee
a. Notify U.S. Army Corps of Engineers, Rock Island District, one (1) week in advance of any
excavation that compromises the full height of the earthen levee. The contact is Kirk A. Atwater,
309.794.5603.
b. Excavations that compromise the full height of the earthen levee shall be completed and restored to
full height as soon as reasonably possible.
c. For full depth gatewell construction the Cedar River gage is at or below 10 feet and is forecasted to
remain at or below 10 feet for the next 7 days. For gatewell top replacements that are only
degrading the food protection 3'-4' the Cedar River gage should be at or below 13.0' and forecast to
be at or below 13.0' for the next 7 days.
d. The contractor shall maintain stockpiles of soil on-site for backfilling open trenches.
e. Maintain presence of equipment on-site for emergency backfilling throughout the duration of open
excavation. At any time, the Contractor shall be able to close an open trench within 24 hours of
notification from the City of Waterloo or the USACE.
f. Contractor shall provide a schedule of operations showing the construction timeline and sequencing
for the sanitary sewer repairs.
If flooding is forecast on the Cedar River or Black Hawk Creek within the next 7 days, contractor shall
take the following actions within 24 hours:
a. Cease excavation dewatering operations.
b. Backfill open trenches within 25 feet of earthen levee (As determined by the City of Waterloo or the
USACE).
"General Decision Number: IA20200081 01/03/2020
Superseded General Decision Number: IA20190081
-� State: Iowa
Construction Types: Heavy and Highway
Counties: Adair, Adams, Allamakee, Appanoose, Audubon,
Benton, Black Hawk, Boone, Bremer, Buchanan, Buena Vista,
Butler, Calhoun, Carroll, Cass, Cedar, Cerro Gordo, Cherokee,
Chickasaw, Clarke, Clay, Clayton, Clinton, Crawford, Dallas,
Davis, Decatur, Delaware, Des Moines, Dickinson, Dubuque,
Emmet, Fayette, Floyd, Franklin, Fremont, Greene, Grundy,
Guthrie, Hamilton, Hancock, Hardin, Harrison, Henry, Howard,
Humboldt, Ida, Iowa, Jackson, Jasper, Jefferson, Johnson,
Jones, Keokuk, Kossuth, Lee, Linn, Louisa, Lucas, Lyon,
Madison, Mahaska, Marion, Marshall, Mills, Mitchell, Monona,
Monroe, Montgomery, Muscatine, O'Brien, Osceola, Page, Palo
Alto, Plymouth, Pocahontas, Polk, Pottawattamie, Poweshiek,
-, Ringgold, Sac, Shelby, Sioux, Story, Tama, Taylor, Union, Van
Buren, Wapello, Warren, Washington, Wayne, Webster, Winnebago,
Winneshiek, Woodbury, Worth and Wright Counties in Iowa.
EXCLUDES SCOTT COUNTY
HEAVY AND HIGHWAY CONSTRUCTION PROJECTS
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10 . 80 for calendar year 2020 applies to all contracts
—► subject to the Davis-Bacon Act for which the contract is awarded
(and any solicitation was issued) on or after January 1, 2015.
If this contract is covered by the EO, the contractor must pay
all workers in any classification listed on this wage
determination at least $10. 80 per hour (or the applicable
wage rate listed on this wage determination, if it is higher)
.1 for all hours spent performing on the contract in calendar
year 2020 . If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least
the wage rate determined through the conformance process set
forth in 29 CFR 5 . 5 (a) (1) (ii) (or the EO minimum wage rate,
if it is higher than the conformed wage rate) . The EO minimum
wage rate will be adjusted annually. Please note that
"1
1
L
I
L
this EO applies to the above-mentioned types of contracts
entered into by the federal government that are subject
to the Davis-Bacon Act itself, but it does not apply L
to contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5. 1 (a) (2) - (60) . Additional
information on contractor requirements and worker protectionsI.
under the EO is available at www.dol.gov/whd/govcontracts.
L.
Modification Number Publication Date
0 01/03/2020 L
SUTA2019-001 10/18/2017
Rates Fringes 6.-
Carpenter & Piledrivermen
ZONE 1 $ 27 . 92 13 .28 L
ZONE 2 $ 26. 03 13 . 38
ZONE 3 $ 26. 03 13. 38
ZONE 4 $ 25 . 55 10. 80 L.
ZONE 5** $ 24 . 45 9. 20
CONCRETE FINISHER L.
ZONE 1 $ 27 . 50 7 . 10
ZONE 2 $ 27 . 50 7 . 10
ZONE 3 $ 27 . 50 7 . 10 L..,
ZONE 4 $ 24 . 85 6. 10
ZONE 5 $ 23 . 80 6. 10
L.
ELECTRICIAN (STREET AND
HIGHWAY LIGHTING AND TRAFFIC
SIGNALS) L
ZONE 1, 2, AND 3 $ 24 . 45 6. 50
ZONE 4 $ 23 . 15 6. 50
ZONE 5 $ 21 . 00 6. 50
6..
IRONWORKER (SETTING OF
STRUCTURAL STEEL)
ZONE 1 $ 30 . 50 10 . 70
ZONE 2 $ 28 . 41 10 . 70
ZONE 3 $ 28 . 41 11 . 00 I
ZONE 4 $ 26. 35 9. 50 L
ZONE 5** $ 24 . 50 9. 05
LABORER L.
L.
1
L.
I �
ZONE 1, 2 AND 3
--1 GROUP A $ 23 . 15 9. 18
GROUP AA $ 25 . 53 9. 18
GROUP B $ 21 . 30 9. 18
-ti GROUP C $ 18 . 22 9. 18
ZONE 4
GROUP A $ 20 . 82 8 . 63
GROUP B $ 19. 50 8 . 63
GROUP C $ 16. 62 8 . 63
ZONE 5
GROUP A $ 21 . 32 7 . 18
GROUP B $ 18 . 82 7 . 18
GROUP C $ 17 . 97 7 . 18
POWER EQUIPMENT OPERATOR
ZONE 1
GROUP A $ 31 . 75 14 . 55
GROUP B $ 30 . 20 14 . 55
GROUP C $ 27 . 70 14 . 55
GROUP D $ 27 .70 14 . 55
ZONE 2
GROUP A $ 31 . 05 14 . 55
GROUP B $ 29. 45 14 . 55
GROUP C $ 26. 90 14 . 55
GROUP D $ 26. 90 14 . 55
ZONE 3
GROUP A $ 29. 05 23. 30
GROUP B $ 27 . 25 23. 30
GROUP C $ 26. 25 23. 30
GROUP D $ 26.25 23. 30
ZONE 4
GROUP A $ 30 . 55 11 . 65
GROUP B $ 29. 41 11 . 65
GROUP C $ 27 . 33 11 . 65
GROUP D $ 27 . 33 11 . 65
ZONE 5
GROUP A $ 27 . 37 9. 60
GROUP B $ 26. 33 9. 60
.1 GROUP C $ 24 . 60 9. 60
GROUP D $ 23 . 60 9. 60
TRUCK DRIVER (AND PAVEMENT
MARKING DRIVER/SWITCHPERSON)
ZONE 1 $ 23 . 85 10. 85
.., ZONE 2
$ 23 . 85 10 . 85
ZONE 3 $ 23 . 85 10. 85
L
ZONE 4 $ 23 . 85 6. 65 L
ZONE 5
$ 21 . 90 6. 65 L
ZONE DEFINITIONS
ZONE 1 The Counties of Polk, Warren, and Dallas for allL.
Crafts, and Linn County Carpenters only.
ZONE 2 The Counties of Dubuque for all Crafts and Linn County
for all Crafts except Carpenters .
ZONE 3 The Cities of Burlington, Clinton, Fort Madison, L.
Keokuk, and Muscatine (and abutting municipalities of any
such cities) .
ZONE 4 Story, Black Hawk, Cedar, Jasper, Jones, Jackson, L.
Louisa, Madison, and Marion Counties; Clinton County
(except the City of Clinton) , Johnson County, Muscatine
L.
County (except the City of Muscatine) , the City of Council
Bluffs, Lee County and Des Moines County.
ZONE 5 All areas of the state not listed above .
LABORER CLASSIFICATIONS - ALL ZONES
GROUP AA - {Skilled pipelayer (sewer, water and conduits) and
L.
tunnel laborers; asbestos abatement worker} (Zones 1, 2 and
3) .
GROUP A - Carpenter tender on bridges and box culverts; curb
machine (without a seat) ; deck hand; diamond & core drills;
drill operator on air tracs, wagon drills and similar
drills; form setter/stringman on paving work; gunnite L.
nozzleman; joint sealer kettleman; laser operator;
powderman tender; powderman/blaster; saw operator;
{pipelayer (sewer, water, and conduits) ; sign erector*; L.
tunnel laborer; asbestos abatement worker (Zones 4 and 5) } ,
sign erector. L.
GROUP B - Air, gas, electric tool operator; barco hammer;
carpenter tender; caulker; chain sawman; compressor (under
400 cfm) ; concrete finisher tender; concrete processing
materials and monitors; cutting torch on demolition; drill L.
tender; dumpmen; electric drills; fence erectors; form line
expansion joint assembler; form tamper; general laborer;
grade checker; handling and placing metal mesh, dowel bars, '"
reinforcing bars and chairs; hot asphalt laborer;
installing temporary traffic control devices;
jackhammerman; mechanical grouter; painter (all except L.
stripers) ; paving breaker; planting trees, shrubs and
flowers; power broom (not self-propelled) ; power buggyman;
rakers; rodman (tying reinforcing steel) ; sandblaster; L-
4 i
L.
-1
seeding and mulching; sewer utility topman/bottom man;
spaders; stressor or stretcherman on pre or post tensioned
concrete; stringman on re/surfacing/no grade control;
swinging stage, tagline, or block and tackle; tampers;
timberman; tool room men and checkers; tree climber; tree
groundman; underpinning and shoring caissons over twelve
feet deep; vibrators; walk behind trencher; walk behind
paint stripers; walk behind vibrating compactor; water
{ pumps (under three inch) ; work from bosun chair.
GROUP C - Scale weigh person; traffic control/flagger,
surveillance or monitor; water carrier.
POWER EQUIPMENT OPERATOR CLASSIFICATIONS - ALL ZONES
GROUP A - All terrain (off road) forklift; asphalt breakdown
roller (vibratory) ; asphalt laydown machine; asphalt plant;
asphalt screed; bulldozer (finish) ; central mix plant;
concrete pump; crane; crawler tractor pulling scraper;
directional drill (60, 000 (lbs) pullback and above) ;
dragline and power shovel; dredge engineer; excavator (over
A cu. yd. ) ; front end loader (4 cy and over) ; horizontal
boring machine; master mechanic; milling machine (over 350
hp) ; motor grader (finish) ; push cat; rubber tired backhoe
(over A cu. yd. ) ; scraper (12 cu. yd. and over or finish) ;
Self-propelled rotary mixer/road reclaimer; sidebroom
tractor; slipform portland concrete paver; tow or push
boat; trenching machine (Cleveland 80 or similar)
GROUP B - Articulated off road hauler, asphalt heater/planer;
asphalt material transfer vehicle; asphalt roller; belt
loader or similar loader; bulldozer (rough) ; churn or
rotary drill; concrete curb machine; crawler tractor
pulling ripper, disk or roller; deck hand/oiler;
directional drill (less than 60, 000 (lbs) pullback) ;
distributor; excavator (1/2 cu. yd. and under) ; form riding
••■‘ concrete paver; front end loader (2 to less than 4 cu.
yd. ) ; group equipment greaser; mechanic; milling machine
(350 hp. and less) ; paving breaker; portland concrete dry
batch plant; rubber tired backhoe (1/2 cu. yd. and under) ;
scraper (under 12 cu. yd. ) ; screening, washing and crushing
plant (mobile, portable or stationary) ; shoulder machine;
skid loader (1 cu. yd. and over) ; subgrader or trimmer;
j trenching machine; water wagon on compaction.
.-+ GROUP C - Boom & winch truck; concrete spreader/belt placer;
deep wells for dewatering; farm type tractor (over 75 hp. )
pulling disc or roller; forklift; front end loader (under 2
I
L
cu. yd. ) ; motor grader (rough) ; pile hammer power unit;
pump (greater than three inch diameter) ; pumps on well
points; safety boat; self-propelled roller (other than
asphalt) ; self-propelled sand blaster or shot blaster,
water blaster or striping grinder/remover; skid loader
(under 1 cu. yd. ) ; truck mounted post driver. L
GROUP D - Boiler; compressor; cure and texture machine; dow
box; farm type or utility tractor (under 75 hp. ) pulling
disk, roller or other attachments; group greaser tender; L"
light plants; mechanic tender; mechanical broom; mechanical
heaters; oiler; pumps (under three inch diameter) ; tree
chipping machine; truck crane driver/oiler. L.
** CARPENTERS AND PILEDRIVERMEN, or IRONWORKERS (ZONE 5)
Setting of structural steel; any welding incidental to bridge
or culvert construction; setting concrete beams.
* ADDED CRAFT - SIGN ERECTOR L„
L
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental .
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave L
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017 . If this L
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their L'
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic y"
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO y
is available at www.dol.gov/whd/govcontracts . L.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after Lam•
L.
award only as provided in the labor standards contract clauses
1 (29CFR 5 . 5 (a) (1) (ii) ) .
The body of each wage determination lists the classification
• and wage rates that have been found to be prevailing for the
cited type (s) of construction in the area covered by the wage
" determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local) ,
a survey rate (weighted average rate) or a union average rate
(weighted union average rate) .
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014 . PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers . 0198
indicates the local union number or district council number
where applicable, i .e. , Plumbers Local 0198 . The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014 .
-� Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate .
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates . Example: SULA2012-007 5/13/2014 . SU indicates
the rates are survey rates based on a weighted average
r
calculation of rates and are not majority rates . LA indicates
H
4
L.
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing theL.
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers L.
Classification (s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those 6-
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014 . UAVG indicates that the rate is a weighted union �..
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1 . ) Has there been an initial decision in the matter? This can
be:
L.
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on 4"'
a wage determination matter
* a conformance (additional classification and rate) ruling L.
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted L.
becausethose Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2 . ) L
i
L.
6.
{ !
and 3 . ) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
{ Branch of Construction Wage Determinations
..� Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2 . ) If the answer to the question in 1 . ) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1 . 8 and 29 CFR Part 7) . Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party' s position and by any information (wage
payment data, project description, area practice material,
etc. ) that the requestor considers relevant to the issue.
3 . ) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
'1 Review Board (formerly the Wage Appeals Board) . Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4 . ) All decisions by the Administrative Review Board are final .
1
END OF GENERAL DECISION
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CHECK APPROPRIATE BOX
REQUEST FOR AUTHORIZATION OF El SERVICE CONTRACT OMB No.: 9000-0089
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El CONSTRUCTION CONTRACT
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NOTE: THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16 AND SUBMIT THE REQUEST,IN QUADRUPLICATE,TO THE CONTRACTING OFFICER
— 1. TO: 2. FROM: (REPORTING OFFICE)
ADMINISTRATOR, Employment Standards Administration
WAGE AND HOUR DIVISION
U.S. DEPARTMENT OF LABOR
WASHINGTON,D.C. 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)(SCA ONLY)
- 10. SUBCONTRACTOR IIF 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 CONTRAC I,I I IS NECESSARY TO ES I ABLISH THE FOLLOWING RA IL(S)FOR THE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION
- NUMBER: DATED:
a.LIST IN ORDER: PROPOSED CLASSIFICATION TITLES(S);JOB DESCRIPTIONIS);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS PAYMENTS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(SCA ONLY)
(Use reverse or attach additional sheets,if necessary)
- 14.SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE IIFANY) 15. SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
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 (SCA) OR FAR 22.406-3 (DBA))
1-1 THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION. AVAILABLE INFORMATION
LI 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 copies 1,2,and 3 to Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE DATE SUBMITED
NO.
NSN 7540-01-268-0631 DEPARTMENT OF LABOR STANDARD FORM 1444 (REV. 12-90)
Previous edition is usable Prescribed by GSA-FAR(48 CFR) 53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX
El SERVICE CONTRACT OMB No.: 9000-0089
ADDITIONAL CLASSIFICATION AND RATE Expires: 02/28/96
CONSTRUCTION CONTRACT
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data
sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other
aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (VRS),Office of Federal Acquisition Policy, GSA,Washington,
DC 20405; and to the Office of Management and Budget, Paperwork Reduction Project (9000-0089), Washington, DC 20503.
NOTE: THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16 AND SUBMIT THE REQUEST,IN QUADRUPLICATE,TO THE CONTRACTING OFFICER
1. TO: 2. FROM: (REPORTING OFFICE)
ADMINISTRATOR, Employment Standards Administration
WAGE AND HOUR DIVISION
U.S. DEPARTMENT OF LABOR
WASHINGTON,D.C. 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)(SCA 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 1 HE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION �.
NUMBER: DATED:
a.LIST IN ORDER: PROPOSED CLASSIFICATION TITLESIS);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c. FRINGE BENEFITS PAYMENTS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(SCA ONLY)
(Use reverse or attach additional sheets,if necessary)
14. SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE(IF ANY) 15. SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
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 (SCA) OR FAR 22.406-3 (DBA))
1-1 THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION. AVAILABLE INFORMATION
Li AND RECOMMENDATIONS ARE ATTACHED.
El 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 copies 1,2,and 3 to Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE DATE SUBMITED
NO.
NSN 7540-01-268-0631 RETURN TO CONTRACTING OFFICER - RECORD COPY STANDARD FORM 1444 (REV. 12-90)
Previous edition is usable Prescribed by GSA-FAR(48 CFR)53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX SERVICE CONTRACT OMB No.: 9000-0089
ADDITIONAL CLASSIFICATION AND RATE Expires: 02/28/96
El CONSTRUCTION CONTRACT
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data
sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other
aspect of this collection of information, including suggestions for reducing this burden, to the FAR Secretariat (VRS),Office of Federal Acquisition Policy, GSA,Washington,
DC 20405; and to the Office of Management and Budget, Paperwork Reduction Project (9000-0089), Washington, DC 20503.
NOTE: THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16 AND SUBMIT THE REQUEST,IN QUADRUPLICATE,TO THE CONTRACTING OFFICER
— 1. TO: 2. FROM: (REPORTING OFFICE)
ADMINISTRATOR, Employment Standards Administration
WAGE AND HOUR DIVISION
U.S. DEPARTMENT OF LABOR
WASHINGTON,D.C. 20210
3. CONTRACTOR 4. DATE OF REQUEST
5. CONTRACT NUMBER 6. DATE BID OPENED(SEALED 7. DATE OF AWARD 8. DATE CONTRACT WORK 19. DATE OPTION EXERCISED(IF
BIDDING) STARTED APPLICABLE)(SCA 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 I HE I-OLLOWING RATE(S)FOR THE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION
- NUMBER: DATED:
a.LIST IN ORDER: PROPOSED CLASSIFICATION TITLES(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c. FRINGE BENEFITS PAYMENTS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(SCA ONLY)
(Use reverse or attach additional sheets,if necessary)
- 14. SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE(IF ANY) 15. SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
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 (SCA) OR FAR 22.406-3(DBA))
❑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 copies 1,2,and 3 to Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE DATE SUBMITED
NO.
NSN 7540-01-268-0631 RETURN TO CONTRACTOR- RECORD COPY STANDARD FORM 1444 (REV. 12-90)
Previous edition is usable Prescribed by GSA-FAR(48 CFR)53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX
SERVICE CONTRACT OMBN o.: 09000$09�89
ADDITIONAL CLASSIFICATION AND RATE El CONSTRUCTION CONTRACT Exp
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data
sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other
aspect of this collection of information, including suggestions for reducing this burden,to the FAR Secretariat (VRS),Office of Federal Acquisition Policy, GSA,Washington,
DC 20405; and to the Office of Management and Budget, Paperwork Reduction Project (9000-0089), Washington, DC 20503.
NOTE: THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16 AND SUBMIT THE REQUEST,IN QUADRUPLICATE,TO THE CONTRACTING OFFICER
1.TO: 2. FROM: (REPORTING OFFICE)
ADMINISTRATOR, Employment Standards Administration
WAGE AND HOUR DIVISION
U.S. DEPARTMENT OF LABOR
WASHINGTON,D.C. 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)(SCA 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 COMPLE I C l HE WORK PROVIDED FOR UNDER l HE ABOVE CONTRACT,IT IS NECESSARY TO ES IABLISH THE FOLLOWING RAl E(S)FOR 1 HE
INDICATED CLASSIFICATION(S)NOT INCLUDED IN THE DEPARTMENT OF LABOR DETERMINATION
NUMBER: DATED:
a.LIST IN ORDER: PROPOSED CLASSIFICATION TITLES(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c.FRINGE BENEFITS PAYMENTS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(SCA ONLY)
(Use reverse or attach additional sheets,if necessary) r'
14. SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE(IF ANY) 15. SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
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 (SCA) OR FAR 22.406-3 (DBA))
1-1 THE INTERESTED PARTIES AGREE AND THE CONTRACTING OFFICER RECOMMENDS APPROVAL BY THE WAGE AND HOUR DIVISION. AVAILABLE INFORMATION _
LI AND RECOMMENDATIONS ARE ATTACHED.
El 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 copies 1,2,and 3 to Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE DATE SUBMITED
NO.
NSN 7540-01-268-0631 CONTRACTING OFFICER- PENDING STANDARD FORM 1444 (REV. 12-90)
Previous edition is usable Prescribed by GSA-FAR(48 CFR) 53.222(f)
REQUEST FOR AUTHORIZATION OF CHECK APPROPRIATE BOX
SERVICE CONTRACT OMB No.: 9000-0089
ADDITIONAL CLASSIFICATION AND RATE Expires: 02/28/96
CONSTRUCTION CONTRACT
Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data
sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other
aspect of this collection of information, including suggestions for reducing this burden,to the FAR Secretariat (VRS),Office of Federal Acquisition Policy, GSA,Washington,
DC 20405; and to the Office of Management and Budget, Paperwork Reduction Project (9000-0089), Washington, DC 20503.
NOTE: THE CONTRACTOR SHALL COMPLETE ITEMS 3 THROUGH 16 AND SUBMIT THE REQUEST,IN QUADRUPLICATE,TO THE CONTRACTING OFFICER
"' 1. TO: 2. FROM: (REPORTING OFFICE)
ADMINISTRATOR, Employment Standards Administration
WAGE AND HOUR DIVISION
U.S. DEPARTMENT OF LABOR
WASHINGTON,D.C. 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)(SCA 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 COMPLE I E THE WORK PROVIDED FOR UNDER THE ABOVE CONTRACT,I I 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 TITLES(S);JOB DESCRIPTION(S);DUTIES; b.WAGE RATE(S) c. FRINGE BENEFITS PAYMENTS
AND RATIONALE FOR PROPOSED CLASSIFICATIONS(SCA ONLY)
(Use reverse or attach additional sheets,if necessary)
- 14. SIGNATURE AND TITLE OF SUBCONTRACTOR REPRESENTATIVE(IF ANY) 15. SIGNATURE AND TITLE OF PRIME CONTRACTOR REPRESENTATIVE
16. SIGNATURE OF EMPLOYEE OR REPRESENTATIVE TITLE CHECK APPROPRIATE BOX-REFERENCING BLOCK 13.
AGREE El DISAGREE
TO BE COMPLETED BY CONTRACTING OFFICER (CHECK AS APPROPRIATE- SEE FAR 22.1019 (SCA) OR FAR 22.406-3 (DBA))
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 copies 1,2,and 3 to Department of Labor)
SIGNATURE OF CONTRACTING OFFICER OR REPRESENTATIVE TITLE AND COMMERCIAL TELEPHONE DATE SUBMITED
NO.
NSN 7540-01-268-0631 CONTRACTOR- PENDING STANDARD FORM 1444 (REV. 12-90)
Previous edition is usable Prescribed by GSA-FAR(48 CFR)53.222(f)
, LoyEE RIGHTS
UNDER THE DAVIS- BACON ACT
FOR LABORERS AND MECHANICS
EMPLOYED ON FEDERAL OR FEDERALLY
ASSISTED CONSTRUCTION PROJECTS --
THE UNITED STATES DEPARTMENT OF LABOR WAGE AND HOUR DIVISION I
L
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
b.
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:
L
or contact the U.S. Department of Labor's Wage and Hour Division.
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