W9126G22B0030_AMD02 _Joe Pool Repair 7 and 13.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The Solicitation for Joe Pool Slides 7 & 13 Repairs, Grand Prairie, Texas. is amended as follows.

See SF30 Continuation Sheet(s)

NOTE: Bid receipt date has been changed from 10 Nov 2022, at 10:00 am, CT, to 17 Nov 2022, at 10:00 am, CT. Bid opening date has been changed from 10 Nov 2022, at 2:00 pm, CT, to 18 Nov 2022, at 10:00 am, CT.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 74

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer) (Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W9126G22B0030

X 9B. DATED (SEE ITEM 11)

11-Oct-20222

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

10-Nov-2022

CODE

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODE CODE

EMAIL: TEL:

W9126G22B0030

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G22B0030

CHANGES TO DVISION 00

1. Section 00 21 00 INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFEROS is being replaced in its entirety bearing the notation W9126G22B0030-0002.

CHANGES TO THE CLIN SCHEDULE

2. Replace the CLIN Schedule and Notes with the accompanying new CLIN Schedule and Notes bearing the notation W9126G22B0030-0002.

CHANGES TO THE SPECIFICATIONS

3. Replacement Sections: Replace the following sections with the accompanying new sections of the same number and title bearing the notation W9126G22B0030-0002.

TABLE OF CONTENTS

SUBMITTAL REGISTER

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

Section 31 00 00 EARTHWORK its being completely reissued. Please ignore previous versions.

35 31 19 STONE PROTECTION

4. New Sections: The following section is bein added to the solicitation bearing the notation W9126G22B0030- 0002.

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

31 05 21 GEOGRID SOIL REINFORCEMENT

32 11 23 FLEXIBLE BASE COURSE

CHANGES TO THE DRAWINGS

5. Replacement Drawings: Replace the following drawings with the accompanying new drawings of the same number and title bearing the notation W9126G22B0030-0002.

CD101 DEMOLITION PLAN I SLIDE #7

CD102 DEMOLITION PLAN II SLIDE #13

C-501 EMBANKMENT DETAILS

C-502 HAUL & CREST ROAD DETAILS

End of Summary of Changes

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

The following have been modified:

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

SEALED BIDDING

INSTRUCTIONS

<Amendment 00002>

Please NOTE this solicitation requires offerors to enter a National Institute of Standards and Technology (NIST) score in the Supplier Performance Risk System (SPRS) prior to responding to this solicitation. The NIST score is a responsiveness item. Bids/offers from contractors with a NIST score in SPRS will be considered responsive and evaluated/considered for award. Those without a NIST score in SPRS will be deemed NON-RESPONSIVE and thus not evaluated/considered for award.

LOCAL INFORMATION TAB

PROJECT INFORMATION

a. For information regarding bidding procedures or bonds, contact Ms. Shayla Lucas, telephone 817-886-1188 or via email shayla.j.lucas@usace.army.mil. Collect calls are not accepted.

b. Offers will be publicly opened. Information concerning the status of the evaluation and/or award will be available after receipt of proposals.

GENERAL NOTICES

a. Offerors must provide full, accurate, and complete information as required by this solicitation and its attachments. The penalty for making false statements in Offers is prescribed in 18 USC 1001.

b. The Affirmative Action Requirement of the Equal Opportunity Clause may apply to any contract resulting from this IFB.

OFFEROR’S QUALIFICATIONS

Pursuant to FAR 9.1, before an offer is considered for award, the offeror will be requested by the Government to submit a statement regarding his previous experience in performing comparable

W9126G22B0030-0002 work, his business and technical organization, financial resources, and plant available to be used in performing the work.

- “In accordance with FAR 19.6, if the selected firm is found non-responsible, the Contracting Officer will submit the matter to the SBA for a Certificate of Competency determination.”

NOTICE REGARDING POTENTIAL EMPLOYMENT ON MILITARY

INSTALLATION

If the work called for by this request for proposal is located on a military installation, offerors should check with post/base security to determine if potential employees will be allowed on the base/post to seek employment.

BID GUARANTEE

Reference the provision 52.228-1, Bid Guarantee. Facsimile Bonds are not acceptable.

MAGNITUDE OF THE REQUIREMENT

The magnitude of the requirement for the proposed construction is between $5,000,000.00 and $10,000,000.00.

SPECIAL NOTICE CONCERNING INDIVIDUAL SURETIES

The Security interest, including pledged assets as set forth in the FAR 52.228-11, PLEDGES OF ASSETS, and executed Standard Form 28 entitled "AFFIDAVIT OF INDIVIDUAL SURETY" shall be furnished with the bond. Failure to provide with the bid bond a pledge of assets (security interest) in accordance with FAR 28.203-1 will result in rejection of a bid which is bonded by individual sureties.

1. INQUIRIES

OFFEROR'S QUESTIONS AND COMMENTS

All questions and/or comments are to be submitted via ProjNet.

Bidder Inquiry in ProjNet at http://www.projnet.org/projnet

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login.

Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

From this page you may view all bidder inquiries or add inquiry.

Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed.

The Solicitation Number: W9126G22B0030 The Bidder Inquiry Key: D2N7VQ-FJU5E6

Last day to submit ProjNet questions is 5 calendar days prior to bid closure date in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Standard Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

2. INSTRUCTIONS TO OFFERORS

SPECIAL INSTRUCTIONS PERTAINING TO ELECTRONIC BIDS SUBMISSION (FAR

14.302 & 14.304)

a. All bids and an electronic copy of the SF24 Bid Bond MUST be submitted via email to Procurement Integrated Enterprise Environment (PIEE), in accordance with the instructions below, with a carbon copy email to shayla.j.lucas@usace.army.mil with reciept no later than Thurs., <AMD0002> 10-Nov-2022 at 10:00 AM (CDT). 17-Nov-2022 at 10:00 AM (CDT) No original will be accepted. NO LATE BIDS WILL BE OPENED.

b. Electronically submitted offers must include the completed SF 1442 (in accordance with FAR 52.214-18), Acknowledgement of all amendments, completed CLIN schedule, and a copy of the original Bid Bond.

c. Offers received will be publicly opened at the following location:

United States Army Corps Of Engineers -Fort Worth, District POC: Ms. Shayla Lucas Email: shayla.j.lucas@usace.army.mil Time:<AMD00002> 2pm (CDT) 10:00am (CDT) Date: <AMD0002> 10-Nov-2022 (Date Subject to change) 18-Nov-2022

d. Teleconference Dial-in Information for the public is:

Join by phone +1-844-800-2712 US Toll Free +1-669-234-1177 US Toll Access code: 199 106 3510 Host PIN: 0214

e. Please note, oral explanations or instructions are not binding. Any information given to an Offeror which impacts the solicitation and/or offer will be given in the form of a written amendment to the solicitation.

f. SENDING FILES. In an effort to reduce paperwork and reduce cost, all bids shall be submitted electronically through PIEE. All submissions should be in Adobe PDF format.

Title the file(s) in the following format:

W9126G22B0030_COMPANY NAME_DESCRIPTION

Upload Completion & Deadline. Interested parties shall submit responses no later than the date specified on solicitation document. The time & date of bid receipt will be the upload completion / delivery time & date recorded.

g. Original Copies of the Bid Gurantee shall be submitted to the following point of contact through PIEE:

US Army Engineer District, Fort Worth ATTN: Shayla Lucas 819 Taylor St, Room 2A17 Fort Worth, TX 76102-0300

h. FACSIMILE OFFERS. Facsimile offers, modifications thereto, or cancellations of offers will

NOT BE ACCEPTED.

i. EMAIL. Modifications and cancellations of offers will be accepted if received by the time specified in the solicitation.

j. RESPONSIBILITY. Award will be made to the lowest, responsible bidder whose bid, conforming to the invitation for bids, will be the most advantageous to the Government. To be determined responsible, the apparent low bidder shall:

(1) Have adequate financial resources to perform the contract, or the ability to obtain them. The contractor will be required to provide the Name of the Financial Institution, POC, and phone number.

(2) Have a satisfactory performance record. The contractor shall have no performance annotated with an individual rating of less than SATISFACTORY within the last six years.

(3) Have a satisfactory record of integrity and business ethics. Awardee will be required to provide at least three (3) references for like work, to include Business Name, Point of Contact, and telephone number.

(4) Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them (including, as appropriate, such elements as production control procedures, property control systems, quality assurance measures, and safety programs applicable to materials to be produced or services to be performed by the prospective contractor and subcontractors).

(5) Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them; and

(6) Be otherwise qualified and eligible to receive an award under applicable laws and regulations

3. NOTIFICATION OF UNSUCCESSFUL BIDDERS. All contract award information for this solicitation will be published electronically on Sam.gov at https://sam.gov/content/home Solicitation Number W9126G22B0030.

4. PREPROPOSAL CONFERENCE / SITE VISIT

SITE VISIT. See FAR clause 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) –

ALTERNATE I (FEB 1995)

IMPORTANT NOTES. (1) Remarks and explanations addressed during the conference shall not qualify or alter the terms and conditions of the solicitation. (2) The terms and conditions of the solicitation remain unchanged unless the solicitation is formally amended in writing.

Proposals: ALL SUBMISSIONS TO THIS PROPOSAL ANNOUNCEMENT SHALL BE SUBMITTED ELECTRONICALLY THROUGH PIEE. No paper copies, CD-ROMs or facsimile submissions will be accepted. Electronic Proposal Submission is required through the Army’s Electronic File Sharing Service, Procurement Integrated Enterprise Environment (PIEE) (https://piee.eb.mil/). The PIEE Application is used to send large files to individuals that would normally be too large to send via email. Information regarding how to set up a vendor, registration is included in this link-https://pieetraining.eb.mil/wbt/portal/portal/Vendor_Registration.pdf.If you, plan on submitting a proposal, be sure to select “SOL-Solicitation” in the top drop down list and choose the “Proposal Manager” role to be able to submit a proposal in PIEE.

Further training is available at this link:

https://pieetraining.eb.mil/wbt/xhtml/wbt/sol/index.xhtml.

This link, shows information regarding the Solicitation application in PIEE and the different roles available.

Link for Offerors regarding an Overview of the Proposal Manager function and instruction on submitting a proposal -https://pieetraining.eb.mil/wbt/xhtml/wbt/sol/solicitation/proposals.xhtml.

File Size Limitations: Offerors are advised to follow the PIEE instructions for uploading files.

PIEE supports, delivery up to 1.9 GB per file, with no limit on the number of files, as well as multiple file formats. If needed, Offerors are advised to break the files down into smaller sections in order to upload it to the system. In such cases, please divide the sections as logically as possible and be sure to clearly name the files as specified below. Offerors ENSURE proposals are submitted via PIEE and Email to robert.m.duran@usace.army.mil and shayla.j.lucas@usace.army.mil .

Please NOTE this solicitation requires offerors to enter a National Institute of Standards and Technology (NIST) score in the Supplier Performance Risk System (SPRS) prior to responding to this solicitation, https://piee.eb.mil/piee-landing/. <Amendment 00002> Please visit the Suppliers Performance Risk System for additional information.

https://www.sprs.csd.disa.mil/reference.htm <Amendment 00002>

(End of Summary of Changes)

Section: 00 11 00 W9126G22B0030

Item Estimated Unit Line Item No. Description Quantities Unit Price Amount

<AM#0002>

0001 All work required to remove and dispose of existing 12" rip rap

CY

JA $ $

0002 All work required to remove existing embankment soil for slide failure and 1V:4H lateral tie ins

10,869

14,251 CY $ $

0003 All work required to lime treat and replace embankment soil for slide failure and 1V:4H lateral tie ins

10045

14251 CY $ $

0004 All work required to replace 12" rip rap 1382 CY $ $

0005 All work required to install replace 9" thick filter

893 CY $ $

0006 All work required to re-establish turf in disturbed areas

0.69

3.5 ACR $ $

0007 All work required for the Crest Road Replacement.

323 LF $ $

0008 All work required for the Crest Road Shoulder Replacement. 330.00 LF $ $

0009 0008 All work required for the Hall Road Upstream Embankment 5,926 LF $ $

</AM#0002>

Joe Pool Lake Slide #7 and 13 Repairs Grand Prairie, Texas

BASE OFFER: All work required by the plans and specifications exclusive of work required by the Option Items.

AMENDMENT NO 0002

CONTRACT LINE ITEM SCHEDULE

W9126G22B00330-0002

Section: 00 11 00 W9126G22B0030

Item Estimated Unit Line Item No. Description Quantities Unit Price Amount

Joe Pool Lake Slide #7 and 13 Repairs Grand Prairie, Texas

AMENDMENT NO 0002

CONTRACT LINE ITEM SCHEDULE

Contract Duration in Calendar Days After the Notice to Proceed is received.*

DAYS

*Note: Contract duration for all work shall NOT exceed the duration specified in Section 01 00 00.00 44 CONSTRUCTION SCHEDULE. See Note No. 5.

TOTAL BASE OFFER

W9126G22B00330-0002

Section: 00 11 00 W9126G22R0030

Joe Pool Lake Slide #7 and 13 Repairs Grand Prairie, Texas

<AMENDMENT 0002>

CONTRACT LINE ITEM SCHEDULE

NOTES:

NOTE NO. 1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest Contract Line Item (CLIN) schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to line items, all Offerors should state their revised prices for each item.

NOTE NO. 2. Offerors must insert a price on all numbered items of the CLIN Schedule. Failure to do so may result in the offer being unacceptable

NOTE NO. 3. All the extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the offer.

NOTE NO. 4. Responders are advised that this requirement may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process based on decisions related to DOD changes in force structure and disposition of the Armed Forces.

NOTE NO. 5. The Army will procure this facility through a cost competition in accordance with the provisions set forth in this Request for Proposals (RFP). When awarded, it will be a "Firm Fixed Price Contract."

NOTE NO. 6. Any proposal that is materially unbalanced as to prices for the Base Schedule may be rejected. An unbalanced proposal is one that is based on prices significantly less than the cost for some work and prices that are significantly overstated for other work and can also exist where only overpricing or underpricing exists.

NOTE NO. 7. ABBREVIATIONS

<AM#0002> For the purpose of this solicitation, the units of measure are represented as follows:

a. CY (Cubic Yard)

b. LF (liner feet)

c. ACR (Acre)

d. JA (JOB) </AM#0002>

NOTE No. 8. Profit will not be paid on bonds or insurance.

END OF CLIN SCHEDULE

W912G22B0030-0002

PROJECT TABLE OF CONTENTS

AMENDMENT 0002

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00.01 05/2006 SOLICITATION, OFFER AND AWARD, SF-1442

00 11 00.02 CONTRACT LINE ITEM SCHEDULE

00 21 00 05/2006 INSTRUCTIONS, CONDITIONS, AND NOTICES

TO OFFERORS

00 21 30 06/11 SITE VISITS

00 72 00 01/2008 CONTRACT CLAUSES

00 73 00 07/11 SPECIAL CONTRACT REQUIREMENTS

00 73 46 01/2008 WAGE DETERMINATION SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 44 10/2015 CONSTRUCTION SCHEDULE

<AM#0002> 01 22 00.00 10 PRICE AND PAYMENT PROCEDURES </AM#0002>

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 02/15 PROJECT SCHEDULE

01 33 00 08/18 SUBMITTAL PROCEDURES

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 56 00.00 44 08/11 DUST CONTROL

01 57 20.00 10 01/16 ENVIRONMENTAL PROTECTION

01 57 23 01/16 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 24.01 44 04/2010 STORM WATER POLLUTION PREVENTION PLAN

(TEXAS)

01 57 25.00 44 06/2009 SWPP PLAN INSPECTION AND MAINTENANCE

REPORT FORM

01 58 00 08/09 PROJECT IDENTIFICATION

01 62 35 07/06 RECYCLED / RECOVERED MATERIALS

01 71 23.00 44 09/2009 SURVEY, LAYOUT, AND OTHER DATA

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

<AM#0002> 31 05 21 GEOGRID SOIL REINFORCEMENT </AM#0002>

DIVISION 32 - EXTERIOR IMPROVEMENTS

<AM#0002> 32 11 23 FLEXIBLE BASE COURSE </AM#0002>

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE PROTECTION

-- End of Project Table of Contents --

Slides 7 & 13 JP22S7S13W9126G22B0030-0002

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 8 PAGES

Slides 7 & 13

01 30 00 SD-01 Preconstruction Submittals

1.3View Location Map

1.4Progress and Completion

Pictures

1.7Field Office Overhead

1.7.1Field Office Overhead

1.7.2Field Office Overhead

1.7Accounting Practice

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.5.1 GPreliminary Project Schedule

3.5.2 GInitial Project Schedule

3.7.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.8 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.7.1 GAPP - Construction

1.7 GAccident Prevention Plan (APP)

SD-06 Test Reports

1.4Monthly Exposure Reports

1.12Notifications and Reports

1.12.2 GAccident Reports

1.12.3LHE Inspection Reports

SD-07 Certificates

1.6.1.4Crane Operators/Riggers

1.7.3.2 GStandard Lift Plan

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

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(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 8 PAGES

01 35 26 1.7.3.3 GCritical Lift Plan

1.8Activity Hazard Analysis (AHA)

1.9.1Confined Space Entry Permit

1.9.1Hot Work Permit

1.12.4Certificate of Compliance

1.14License Certificates

1.14.1 GRadiography Operation Planning

Work Sheet

1.14.1 GPortable Gauge Operations

Planning Worksheet

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan

SD-06 Test Reports

3.9.2Verification Statement

01 50 00 SD-01 Preconstruction Submittals

1.3 GConstruction Site Plan

3.3.1 GTraffic Control Plan

2.2.1 GHaul Road Plan

1.6.1.4 GContractor Computer

Cybersecurity Compliance

Statements

1.6.6 GContractor Temporary Network

Cybersecurity Compliance

Statements

SD-03 Product Data

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 8 PAGES

01 50 00 1.4 GBackflow Preventers

SD-06 Test Reports

3.4Backflow Preventer Tests

SD-07 Certificates

1.4.1Backflow Tester

1.4Backflow Preventers

01 56 00.00 44 SD-01 Preconstruction Submittals

3.1 GDust Control

2.1 GProducts and Procedures

2.1 GMaterial Safety Data Sheets

3.3.2 GSandblasting

SD-02 Shop Drawings

1.7Recordkeeping

01 57 20.00 10 SD-01 Preconstruction Submittals

1.7Environmental Protection Plan

3.2.5 GStorm Water Pollution Prevention

Plan

SD-02 Shop Drawings

3.17Hazardous Substance Reporting

01 57 23 SD-01 Preconstruction Submittals

1.3.2Storm Water Pollution Prevention

Plan

1.3.2Storm Water Notice of Intent

SD-06 Test Reports

1.3.2Storm Water Inspection Reports for General Permit

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 8 PAGES

01 57 23 1.3Erosion and Sediment Controls

SD-07 Certificates

2.1.3Mill Certificate or Affidavit

01 57 24.01 44 SD-01 Preconstruction Submittals

GStorm Water Pollution Prevention

Plan

9.2 G RPECNotice of Termination

01 58 00 SD-02 Shop Drawings

1.4.1 GSign Legend Orders

01 62 35 SD-11 Closeout Submittals

3.1List of Recycled/Recovered

Materials

01 71 23.00 44 SD-01 Preconstruction Submittals

3.1Survey Data

01 74 19 SD-01 Preconstruction Submittals

1.7 GConstruction Waste Management

Plan

SD-06 Test Reports

1.9.2Quarterly Reports

1.9.3Annual Report

SD-11 Closeout Submittals

1.10 SFinal Construction Waste

Diversion Report

01 78 00 SD-03 Product Data

1.9.1Warranty Management Plan

1.9.5Warranty Tags

SUBMITTAL REGISTER

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01 78 00 1.7Spare Parts Data

SD-08 Manufacturer’s Instructions

1.9.1Instructions

SD-10 Operation and Maintenance

Data

3.7 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

3.1 GAs-Built Drawings

3.3 GRecord Drawings

GRecord Model

1.9.1As-Built Record of Equipment and Materials

3.6As-Built Record of Equipment and Materials

3.4 GFinal Approved Shop Drawings

3.5 GConstruction Contract

Specifications

GCertification of EPA Designated

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2.2 GCertification Of USDA Designated

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GInterim DD FORM 1354

GChecklist for DD FORM 1354

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01 78 00 GHigh Performance and

Sustainable Building (HPSB)

Checklist

01 78 23 SD-10 Operation and Maintenance

Data

1.4 GO&M Database

3.1.1 GTraining Plan

3.1.3 GTraining Outline

3.1.2 GTraining Content

SD-11 Closeout Submittals

3.1.4 GTraining Video Recording

3.1.6 GValidation of Training Completion

31 00 00 SD-01 Preconstruction Submittals

Lime mixing and curing process;

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SD-03 Product Data

GUtilization of Excavated Materials

Opening of any Excavation or

Borrow Pit Rock Excavation

Shoulder Construction

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Process; G

Testing Borrow Site Testing

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31 00 00 Qualifications of the Corps validated commercial testing laboratory or the Contractor's validated testing facilities.

31 05 21 SD-02 Shop Drawings

3.1 GInstallation

SD-03 Product Data

2.1.1.1Allowable Strength

Manufacturer

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2.1Geogrid Reinforcement

SD-06 Test Reports

2.1Geogrid Reinforcement

2.1.1Coefficient of Interaction

2.1.1.2Interface Friction Testing

3.1.5Splices

Conformance Testing

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2.1Certificates of Compliance

32 11 23 SD-06 Test Reports

2.3.1 GInitial Tests

3.12.1 GIn-Place Tests

35 31 19 SD-03 Product Data

GRiprap

2.1 GBedding Material

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35 31 19 Gradation Test

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GStone

2.1 GBedding Material

GLaboratory

GWeigh Scale Certification

GCertified Weight Scale Tickets

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Slides 7 & 13 JP22S7S13

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

AMENDMENT 0002>

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2017) Reduced-Pressure Principle Backflow Prevention Assembly

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2009; Rev 2012) Manual on Uniform Traffic Control Devices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

Submittals not having a "G" are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan ; G

Traffic Control Plan ; G

Haul Road Plan ; G

Contractor Computer Cybersecurity Compliance Statements ; G

SECTION 01 50 00 Page 1

Contractor Temporary Network Cybersecurity Compliance Statements ; G

SD-03 Product Data

Backflow Preventers ; G

SD-06 Test Reports

Backflow Preventer Tests

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 CONSTRUCTION SITE PLAN

Prior to the start of work, submit for Government approval a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.4 BACKFLOW PREVENTERS CERTIFICATE

1.4.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with a company participating in other phases of this Contract.

1.4.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

1.5 DOD CONDITION OF READINESS (COR)

DOD will set the Condition of Readiness (COR) based on the weather forecast for sustained winds 50 knots ( 58 mph ) or greater. Contact the Contracting Officer for the current COR setting.

Monitor weather conditions a minimum of twice a day and take appropriate actions according to the approved Emergency Plan in the accepted Accident Prevention Plan, EM 385-1-1 Section 01 Emergency Planning and the instructions below.

Unless otherwise directed by the Contracting Officer, comply with:

a. Condition FOUR (Sustained winds of 58 mph or greater expected within 72

SECTION 01 50 00 Page 2 hours): Normal daily jobsite cleanup and good housekeeping practices. Collect and store in piles or containers scrap lumber, waste material, and rubbish for removal and disposal at the close of each work day. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than 3.3 feet high. Remove all debris, trash, or objects that could become missile hazards. Review requirements pertaining to "Condition THREE" and continue action as necessary to attain "Condition FOUR" readiness. Contact Contracting Officer for weather and COR updates and completion of required actions.

b. Condition THREE (Sustained winds of 58 mph or greater expected within 48 hours): Maintain "Condition FOUR" requirements and commence securing operations necessary for "Condition ONE" which cannot be completed within 18 hours. Cease all routine activities which might interfere with securing operations. Commence securing and stow all gear and portable equipment. Make preparations for securing buildings. Reinforce or remove formwork and scaffolding. Secure machinery, tools, equipment, materials, or remove from the jobsite.

Expend every effort to clear all missile hazards and loose equipment from general base areas. Contact Contracting Officer for weather and COR updates and completion of required actions. Review requirements pertaining to "Condition TWO" and continue action as necessary to attain "Condition THREE" readiness.

c. Condition TWO (Sustained winds of 58 mph or greater expected within 24 hours): Secure the jobsite, and leave Government premises.

d. Condition ONE. (Sustained winds of 58 mph or greater expected within 12 hours): Contractor access to the jobsite and Government premises is prohibited.

1.6 CYBERSECURITY DURING CONSTRUCTION

{For Reference Only: This subpart (and its subparts) relates to AC-18, SA-3, CCI-00258.} Meet the following requirements throughout the construction process.

1.6.1 Contractor Computer Equipment

Contractor owned computers may be used for construction. When used, contractor computers must meet the following requirements:

1.6.1.1 Operating System

The operating system must be an operating system currently supported by the manufacturer of the operating system. The operating system must be current on security patches and operating system manufacturer required updates.

1.6.1.2 Anti-Malware Software

The computer must run anti-malware software from a reputable software manufacturer. Anti-malware software must be a version currently supported by the software manufacturer, must be current on all patches and updates, and must use the latest definitions file. All computers used on this project must be scanned using the installed software at least once per day.

SECTION 01 50 00 Page 3

1.6.1.3 Passwords and Passphrases

The passwords and passphrases for all computers must be changed from their default values. Passwords must be a minimum of eight characters with a minimum of one uppercase letter, one lowercase letter, one number and one special character.

1.6.1.4 Contractor Computer Cybersecurity Compliance Statements

Provide a single submittal containing completed Contractor Computer Cybersecurity Compliance Statements for each company using contractor owned computers. Contractor Computer Cybersecurity Compliance Statements must use the template published at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/forms-graphics-tables . Each Statement must be signed by a cybersecurity representative for the relevant company.

1.6.2 Temporary IP Networks

Temporary contractor-installed IP networks may be used during construction. When used, temporary contractor-installed IP networks must meet the following requirements:

1.6.2.1 Network Boundaries and Connections

The network must not extend outside the project site and must not connect to any IP network other than IP networks provided under this project or Government furnished IP networks provided for this purpose. Any and all network access from outside the project site is prohibited.

1.6.3 Government Access to Network

Government personnel must be allowed to have complete and immediate access to the network at any time in order to verify compliance with this specification.

1.6.4 Temporary Wireless IP Networks

In addition to the other requirements on temporary IP networks, temporary wireless IP (WiFi) networks must not interfere with existing wireless network and must use WPA2 security. Network names (SSID) for wireless networks must be changed from their default values.

1.6.5 Passwords and Passphrases

The passwords and passphrases for all network devices and network access must be changed from their default values. Passwords must be a minimum 8 characters with a minimum of one uppercase letter, one lowercase letter, one number and one special character.

1.6.6 Contractor Temporary Network Cybersecurity Compliance Statements

Provide a single submittal containing completed Contractor Temporary Network Cybersecurity Compliance Statements for each company implementing a temporary IP network. Contractor Temporary Network Cybersecurity Compliance Statements must use the template published at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs/ forms-graphics-tables . Each Statement must be signed by a cybersecurity representative for the relevant company. If no temporary IP networks will

SECTION 01 50 00 Page 4 be used, provide a single copy of the Statement indicating this.

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Prior to the commencement of work activities, provide a clear weatherproof covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the Contract, Wage Rate Information poster, Safety and Health Information as required by EM 385-1-1 Section 01 and other information approved by the Contracting Officer. Coordinate requirements herein with 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, and in location as approved by the Contracting Officer.

2.1.2 Project Identification Signs

The requirements for the signs, their content, and location are [as indicated][ and ][as specified in Section 01 58 00 PROJECT IDENTIFICATION]. Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.1.3 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet warning the public of the presence of construction hazards. Signs must require unauthorized persons to keep out of the construction site.

Correct the data required by safety signs daily. Post signs at all points of entry designating the construction site as a hard hat area.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this Contract in accordance with EM 385-1-1 Section 04.

Construct with suitable grades and widths; avoid sharp curves, blind corners, and dangerous cross traffic. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control, although optional, must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and haul roads are subject to approval[ by the Contracting Officer]. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Barricades are required whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic. Securely place barricades clearly

SECTION 01 50 00 Page 5 visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

2.3 FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Safety fencing must be highly visible to be seen by pedestrians and vehicular traffic.

All fencing must meet the requirements of EM 385-1-1 . Remove the fence upon completion and acceptance of the work.

To block public view of the construction, enclose the project work area and Contractor lay-down area with a 8 ft high [shadow-box type, wooden fence and gates][chain link fence and gates with brown, UV light resistant, plastic fabric mesh netting (similar to tennis court or other screening).

] 2.3.1 Polyethylene Mesh Safety Fencing

Temporary safety fencing must be a high visibility orange colored, high density polyethylene grid, a minimum of 48 inches high and maximum mesh size of 2 inches . Fencing must extend from the grade to a minimum of 48 inches above the grade and be tightly secured to T-posts spaced as necessary to maintain a rigid and taut fence. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.2 Chain Link Panel Fencing

Temporary panel fencing must be galvanized steel chain link panels 8 feet high. Multiple fencing panels may be linked together at the bases to form long spans as needed. Each panel base must be weighted down using sand bags or other suitable materials in order for the fencing to withstand anticipated winds while remaining upright. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.3 Post-Driven Chain Link Fencing

Temporary post-driven fencing must be galvanized chain link fencing 8 feet high supported by an tightly secured to galvanized steel posts driven below grade. Fence posts must be located on minimum 10 foot centers.

Posts may be set in various surfaces such as sand, soil, asphalt or concrete as necessary. Chain link fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection. Completely remove fencing and posts at the completion of construction and restore surfaces disturbed or damaged to its original condition. Locate and identify underground utilities prior to setting fence posts. Equip fence with a lockable gate. Gate must remain locked when construction personnel are not present.

2.4 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70 . Include monthly inspection and testing of all equipment and apparatus.

SECTION 01 50 00 Page 6

2.5 BACKFLOW PREVENTERS

Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval is not acceptable.

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged cast iron, bronze, brass mounted gate valve and strainer, 304 stainless steel or bronze, internal parts.

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Construction Contract employees must park privately owned vehicles in an area designated by the Contracting Officer. Employee parking must not interfere with existing and established parking requirements of the Government installation. The Contract employee parking shall follow the approved site plan stated in paragraph 1.3 (CONSTRUCTION SITE PLAN).

3.2 AVAILABILITY AND USE OF UTILITY SERVICES

3.2.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards.

3.2.2 Payment for Utility Services

The Government will make all reasonably required utilities available from existing outlets and supplies, as specified in the contract.

Unless otherwise provided in the contract, the amount of each utility service consumed will be charged to or paid at prevailing rates charged to the Government or, where the utility is produced by the Government, at reasonable rates determined by the Contracting Officer. Carefully conserve any utilities furnished without charge.

Pay all costs incurred in connecting, converting, and transferring the utilities to the work. Make connections, including providing backflow-preventing devices on connections to domestic water lines;

providing meters; and providing transformers; and make disconnections. Under no circumstances will taps to base fire hydrants be allowed for obtaining domestic water.

3.2.3 Sanitation

Provide and maintain within the construction area minimum field-type sanitary facilities in accordance with EM 385-1-1 Section 02. Locate the facilities behind the construction fence or out of the public view. Clean units and empty wastes at least once a week or more frequently into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility. Obtain approval from the system owner prior to discharge into a municipal, district, or commercial sanitary sewer system. Penalties or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer

SECTION 01 50 00 Page 7 and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times.

Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.2.4 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.2.5 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

3.3 TRAFFIC PROVISIONS

3.3.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close a thoroughfare or interfere with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan for Government approval detailing the proposed controls to traffic movement for approval. The plan must be in accordance with State and local regulations and the MUTCD, Part VI. [Make all notifications and obtain all permits required for modification to traffic movements outside Station's jurisdiction.]. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at Contractor's expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

d. Provide cones, signs, barricades, lights, or other traffic control devices and personnel required to control traffic. Do not use foil-backed material for temporary pavement marking because of its potential to conduct electricity during accidents involving downed power lines.

3.3.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and…