Solicitation_No_140R6021R0027_File_1.pdf

U.S. Department of the Interior Bureau of Reclamation Missouri Basin and Arkansas-Rio Grande-Texas Gulf Regions Billings, Montana July 2021

Request for Proposal Solicitation No. 140R6021R0027

Glen Elder Dam Spillway Chute Replacement

Glen Elder Unit – Solomon Division Pick-Sloan Missouri Basin Program, Kansas i

GLEN ELDER DAM SPILLAY CHUTE REPLACEMENT

GLEN ELDER UNIT, SOLOMON DIVISION

PICK-SLOAN MISSOURI BASIN PROJECT

KANSAS

FOREWORD

Work is located at Glen Elder Dam, approximately 2 miles southwest of Glen Elder, Kansas, in Mitchell County.

The work to be performed includes the following:

1. Development, improvement, and maintenance of access roads for construction.

2. Site development and mobilization of batch plant, certification, maintenance, and production of concrete.

3. Demolition of existing concrete chute, including sawcutting and hydrodemolition.

4. Concrete removal for concrete repairs.

5. Excavation of rock, common materials, and clay tile pipe demolition.

6. Shotcrete application to foundation.

7. Grouted anchor bar installation into existing concrete.

8. Rock anchor installation into foundation.

9. Gravel and sand filter material placement.

10. Drain pipe placement.

11. New concrete chute construction.

12. Concrete repairs.

13. Installation of standard, retrofit, and hydrophilic waterstop.

14. Unwatering of stilling basin, maintenance of unwatering systems, and removal of sediment and debris within the stilling basin.

POINT OF CONTACT – The Contract Specialist for this action is Ms. Charlee Maurer. All questions and correspondence concerning this solicitation shall be directed to her via e-mail at camaurer@usbr.gov.

METHOD OF PROCUREMENT – This requirement is solicited as a Request For Proposal using the Federal Acquisition Regulation Part 15, Contracting by Negotiation.

ORGANIZED SITE VISIT – A virtual site visit will be held on July 30, 2021 at 1:00 PM MDT.

Prospective offerors interested in attending should contact Ms. Maurer via email. All offerors are strongly encouraged to attend this meeting.

CONTRACTOR QUESTIONS – The Government will not address questions received from prospective after 4:30 PM on August 2, 2021.

RECLAMATION SAFETY AND HEALTH STANDARDS (2014 EDITION) – For information regarding Bureau of Reclamation's publication "RECLAMATION SAFETY AND HEALTH STANDARDS" (2014 Edition at http://www.usbr.gov/ssle/safety/RSHS/rshs.html) which is mailto:camaurer@usbr.gov http://www.usbr.gov/ssle/safety/RSHS/rshs.html ii applicable to work under this contract, see clause at "WBR 1452.223-81 SAFETY AND

HEALTH."

SYSTEM FOR AWARD MANAGEMENT (SAM) – Effective October 2018, all contractors interested in doing business with the Federal Government must be registered in the System for Award Management (SAM) database at the time they submit their offer.

Additionally, the contractors “DUNS and BRADSTREET” and banking information are required for the SAM registration and annual confirmation requirements must be accomplished through the SAM website at https://www.sam.gov. For assistance with registering in SAM, contact the Federal Services Desk at 1-866-606-8220.

INVOICE PROCESSING PLATFORM (IPP) – Payment requests for the anticipated contract or agreement must be submitted electronically through the U.S. Department of Treasury’s “Invoice Processing Platform” (IPP) System via the IPP website at https://www.ipp.gov. Contractors are required to use the IPP website to access and use IPP for submitting request for payment.

Registration assistance can be obtained by contacting the “IPP Production Helpdesk” via email ippgroup@bos.fbr.org or phone 1-866-973-3131. If the contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the contractor can submit a waiver request in writing to the Contractor Officer with its proposal. Note: Waivers will be on a case by case basis and not automatically granted as determined by the Contract Officer. Please see Paragraph G.3, DOI-AAAP-0028 for more specific information on the process for submitting invoices in IPP.

https://www.ipp.gov/ mailto:ippgroup@bos.fbr.org

Table of Contents - 1

TABLE OF CONTENTS

PART I – THE SCHEDULE

SECTION A -- SOLICITATION, OFFER, AND AWARD, STANDARD FORM 1442

SECTION B -- PRICE SCHEDULE

SECTION C -- DESCRIPTION / SPECIFICATIONS

Division 01 General Requirements 01 11 00 Summary of Work 01 14 10 Use of Site 01 14 12 Work Restrictions and Limitations 01 14 20 Reservoir Operations 01 31 19 Project Management and Coordination 01 32 10 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 52 10 Field Office and Laboratory 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 32 Temporary Safety Fence 01 57 15 Utility Line Investigations 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

Division 02 Existing Conditions 02 21 30 Benchmarks

Table of Contents - 2

Division 03 Concrete 03 11 10 Concrete Forming 03 15 12 PVC Waterstop 03 15 17 Hydrophilic Strip Waterstop 03 20 00 Concrete Reinforcing 03 20 30 Grouted Anchor Bars 03 30 00 Cast-In-Place Concrete 03 37 10 Shotcrete 03 81 10 Concrete Removal

Division 07 Thermal and Moisture Protection 07 21 20 Extruded Polystyrene Foam Insulation 07 92 00 Joint Sealants

Division 31 Earthwork 31 02 10 Water for Dust Abatement 31 03 33 Removal and Control of Water 31 11 00 Clearing and Grubbing 31 12 00 Removal of Stilling Basin Materials 31 14 10 Stripping 31 23 00 Excavation and Fill 31 23 02 Compacting Earth Materials 31 23 39 Disposal of Excavated Materials 31 24 13 Zone 2 Sand Filter Material 31 24 17 Zone 2A Gravel Drain 31 52 00 Cofferdams 31 68 00 Rock Anchors

Division 32 Exterior Improvements 32 15 10 Gravel Surfacing 32 91 20 Placing Topsoil 32 92 20 Seeding

Division 33 Utilities 33 46 36 HDPE Pipe Drains and Outfalls

Division 35 Waterway and Marine Construction 35 21 95 Steel Pipe

Division 51 Information Available to Offerors 51 00 00 Information Available to Offerors 51 00 20 Reservoir Water Surface Elevation Data 51 00 40 Construction Photographs 51 00 50 Concrete Core Report 51 40 00 Streamflow Records and Climatic Conditions

Table of Contents - 3

Division 52 Drawings 52 00 00 Drawings

Division 53 Geologic Investigations and Records 53 10 00 Geologic Investigations 53 20 00 Records of Geologic and Subsurface Investigations

SECTION D -- NOT USED

SECTION E -- INSPECTION AND ACCEPTANCE

E.1 52.246-12 Inspection of Construction ......................................................... E-1 E.2 52.246-21 Warranty of Construction .......................................................... E-2

SECTION F – DELIVERIES OR PERFORMANCE

F.1 52.211-10 Commencement, Prosecution, and Completion of Work .......... F-1 F.2 52.211-12 Liquidated Damages .................................................................. F-1 F.3 52.211-13 Time Extensions ......................................................................... F-1 F.4 52.211-18 Variation in Estimated Quantity ................................................ F-1 F.5 52.242-14 Suspension of Work ................................................................... F-2

SECTION G -- CONTRACT ADMINISTRATION DATA

G.1 1452.201-70 Authorities and Delegations ....................................................... G-1 G.2 WBR 1452.201-80 Contracting Officer’s Representative’s Authorities and Limitations .......................................................................... G-2 G.3 DOI-AAAP-0028 Electronic Invoicing and Payment Requirements – Invoice

Processing Platform (IPP) .......................................................... G-3 G.4 DOI-AAAP-0050 Notice to Contractors – Contractor Performance Assessment

Reporting System ....................................................................... G-4

SECTION H -- SPECIAL CONTRACT REQUIREMENTS–

H.1 MB-2 Payment for Technical Data ....................................................... H-1

PART II – CONTRACT CLAUSES

SECTION I – CONTRACT CLAUSES

I.1 52.252-2 Clauses Incorporated by Reference (See Table) ........................ I-1 I.2 52.203-14 Display of Hotline Poster(s) ....................................................... I-4 I.3 52.204-21 Basic Safeguarding of Covered Contractor

Information Systems .................................................................. I-5 I.4 52.215-8 Order of Precedence -- Uniform Contract Format ..................... I-6 I.5 52.219-4 Notice of Price Evaluation Preference for

HUBZone Small Business Concerns (Deviation 2019-01) IAW DOI-AAAP-150 ................................................................ I-7

I.6 52.219-28 Post-Award Small Business Program Rerepresentation ............ I-8 I.7 52.222-23 Notice or Requirement for Affirmative Action to Ensure

Equal Employment Opportunity for Construction ..................... I-12

Table of Contents - 4

I.8 52.223-3 ALT I Hazardous Material Identification and Material Safety Data – Alternate I ............................................................ I-13

I.9 52.225-11 Buy American–Construction Materials Under Trade Agreements ................................................................................ I-15

I.10 52.228-2 Additional Bond Security .......................................................... I-20 I.11 52.228-15 Performance and Payment Bonds – Construction ..................... I-20 I.12 52.232-5 Payments Under Fixed-Price Construction Contracts ............... I-22 I.13 52.232-27 Prompt Payment for Construction Contracts ............................. I-25 I.14 52.232-40 Providing Accelerated Payment to Small Business

Subcontractors ............................................................................ I-33 I.15 52.236-1 Performance of Work by the Contractor .................................... I-34 I.16 52.236-2 Differing Site Conditions ........................................................... I-34 I.17 52.236-4 Physical Data ............................................................................. I-34 I.18 52.236-13 Accident Prevention ................................................................... I-35 I.19 52.236-21 ALT II Specifications and Drawings for Construction – Alternate II .... I-36 I.20 52.243-4 Changes ...................................................................................... I-37 I.21 52.252-6 Authorized Deviations in Clauses .............................................. I-38 I.22 1452.203-70 Restriction on Endorsements--Department of the Interior ......... I-38 I.23 1452.204-70 Release of Claims--Department of the Interior .......................... I-38 I.24 1452.215-70 Examination of Records by the Department of the Interior ....... I-38 I.25 1452.228-70 Liability Insurance -- Department of the Interior ...................... I-39 I.26 WBR 1452.209-82 Prohibition on Release of Information -- Bureau of

Reclamation ............................................................................... I-39 I.27 WBR 1452.215-86 Intent to Incorporate Technical Proposal ................................... I-40 I.28 WBR 1452.215-87 Incorporation of Technical Proposal .......................................... I-40 I.29 WBR 1452.223-80 Asbestos-Free Warranty............................................................. I-40 I.30 WBR 1452.223-81 Safety and Health -- Bureau of Reclamation ............................. I-40 I.31 WBR 1452.223-82 Protecting Federal Employees and the Public from

Exposure to Tobacco Smoke in the Federal Workplace -- Bureau of Reclamation ........................................................... I-41

I.32 WBR 1452.228-84 Certification or Representatives for Corporate Sureties --Bureau of Reclamation ............................................................ I-42

I.33 WBR 1452.231-81 Equipment Ownership and Operating Expense -- Bureau Of Reclamation .......................................................................... I-42

I.34 WBR 1452.232-80 Limitation of Funds ................................................................... I-44 I.35 WBR 1452.232-81 Payment for Mobilization and Preparatory Work – pay

ALT I Alternative I ............................................................................... I-46 I-36 WBR 1452.232-82 Other Invoice Requirements ...................................................... I-48 I.37 WBR 1452.233-81 Claims Accounting -- Bureau of Reclamation ........................... I-48 I.38 WBR 1452.236-8 Other Contracts (Deviation) ....................................................... I-48 I.39 WBR 1452.236-84 Preservation of Cultural Resources -- Bureau of Reclamation .. I-48 I.40 WBR 1452.237-80 Security Requirements -- Bureau of Reclamation ..................... I-51 I.41 WBR 1452.243-80 Modification Proposals – Alternative IV – Bureau of

ALT IV Reclamation ............................................................................... I-63

Table of Contents - 5

PART III – DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Attachment No. 1 .................................General Decision Number: KS20210037, January 1, 2021 Attachment No. 2 ………………..................................................... Standard Form 24 - Bid Bond Attachment No. 3 ………………............................................................................Form GP-PIV-1 Attachment No. 4 ……………….…………………OF-306 Declaration for Federal Employment Attachment No. 5 ………………………………………………….Subcontracting Plan Template

PART IV – REPRESENTATIONS AND INSTRUCTIONS

SECTION K -- REPRESENTATIONS, CERTIFICATIONS AND OTHER

STATEMENTS OF OFFERORS

K.1 52.204-8 Annual Representations and Certifications ...............................K-1 K.2 52.204-24 Representation Regarding Certain Telecommunications and

Video Surveillance Services or Equipment ..............................K-5 K.3 52.209-7 Information Regarding Responsibility Matters ........................K-8 K.4 52.209-12 Certification Regarding Tax Matters ........................................K-9 K.5 52.209-13 Violation of Arms Control Treaties or Agreements-

Certification ..............................................................................K-11

SECTION L -- INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

L.1 52.204-7 System for Award Management ...............................................L-1 L.2 52.204-16 Commercial and Government Entity Code Reporting ..............L-2 L.3 52.204-22 Alternative Line Item Proposal .................................................L-4 L.4 52.211-1 Availability of Specifications Listed in the GSA Index of

Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29 ..............................................L-4

L.5 52.211-2 Availability of Specifications, Standards and Data Item Descriptions Listed in the Acquisition Streamlining and Standardization Information System (ASSIST) ........................L-5

L.6 52.211-6 Brand Name or Equal ................................................................L-5 L.7 52.214-34 Submission of Offers in the English Language ........................L-6 L.8 52.214-35 Submission of Offers in U.S. Currency ....................................L-6 L.9 52.215-1 Instruction to Offerors – Competitive Acquisition ...................L-6 L.10 52.215-20 Requirements for Certified Cost or Pricing Data and

Other Data Other Than Certified Cost or Pricing Data .............L-11 L.11 52.216-1 Type of Contract .......................................................................L-12 L.12 52.222-5 Construction Wage Rate Requirements – Secondary

Site of the Work ........................................................................L-12 L.13 52.225-12 Notice of Buy American Requirement-Construction

Materials Under Trade Agreements ..........................................L-12 L.14 52.228-1 Bid Guarantee ...........................................................................L-14 L.15 1452.233-2 Service of Protest – Department of the Interior

(DEVIATION) ..........................................................................L-14 L.16 52.236-27 ALT I Site Visit (Construction) – Alternate I ......................................L-15

Table of Contents - 6

L.17 52.236-28 Preparation of Proposals – Construction...................................L-15 L.18 52.252-1 Solicitation Provisions Incorporated by Reference ...................L-15 L.19 52.252-5 Authorized Deviations in Provisions ........................................L-16 L.20 1452.215-71 Use and Disclosure of Proposal Information

Department of the Interior ........................................................L-16 L.21 WBR 1452.215-80 Source Selection Evaluation Procedures -- Bureau of

Reclamation ..............................................................................L-17 L.22 WBR 1452.215-81 Proposal Instructions -- Bureau of Reclamation .......................L-18 L.23 WBR 1452.233-82 Notice of Proposed Partnering -- Bureau of Reclamation ........L-27

L.24 WBR 1452.236-85 Instruction for Mobilization and Preparatory Work Schedule Line Item ...................................................................L-28

SECTION M -- EVALUATION FACTORS FOR AWARD

M.1 WBR 1452.215-82 Evaluation Factors for Award – Quality

Predominance ............................................................................M-1 M.2 WBR 1452.225-82 Notice of World Trade Organization Government Procurement

Agreement Evaluations – Bureau of Reclamation ....................M-3

END OF CONTENTS

PART I – THE SCHEDULE

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

CODE

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040513917

R60

7. ISSUED BY

Bureau of Reclamation

Missouri Basin Region Regional Office

PO Box 36900

Billings MT 59107

8. ADDRESS OFFER TO

Bureau of Reclamation Missouri Basin Region Attn: Gerri Voto-Braun 2021 4th Ave. North Billings MT 59101

a. NAME

Charlene Maurer

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

307-920-2169

1x 07/14/2021

140R6021R0027

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Glen Elder Dam Spillway Chute Replacement, Glen Elder Unit, Solomon Division, Pick- Sloan Missouri Basin Program, Kansas

The Magnitude of this project is between $25 Million to $50 Million.

The North American Industry Classifications System (NAICS) code is: 237990, Other Heavy and Civil Engineering Construction.

The Small Business Size Standard is: $39.5 Million.

Product or Service Descriptions: PSC - Z2KA, Repair or Alteration of Dams

This project is issued for Full and Open Competition.

Proposals are to be submitted via email to camaurer@usbr.gov. Our email server limits attachments to 25 MB per message, therefore offerors my need to submit multiple emails in order to ensure we receive their complete proposal (Volumes 1-3).

Taxpayer Identification Number (TIN): _____________________________________ Data Universal Number System (DUNS): _____________________________________ Commercial and Government Entity Code (CAGE): ___________________________________

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 1360 calendar days and complete it within ________________ ________________ calendar days after receiving

Paragraph F.1

08/20/2021

NSN 7540-01-155-3212

x x x x

_____1________ copies to perform the work required are due at the place specified in Item 8 by ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

R60

Bureau of Reclamation Missouri Basin Region Regional Office PO Box 36900 Billings

MT 59107-6900

Gerri Voto-Braun

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

The Invoicing Processing Platform (IPP) US Department of Treasury https://www.ipp.gov

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140R6021R0027

00010 Glen Elder Dam Spillway Repairs

See attached Continuation of Section B (CLINS 1-32)

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

1 AU $_____________

Glen Elder Dam Spillway Chute Replacement Glen Elder Unit, Solomon Division Pick-Sloan Missouri Basin Program, Kansas Solicitation No. 140R6021R0027

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

GLEN ELDER DAM SPILLWAY CHUTE REPLACEMENT

GLEN ELDER UNIT, SOLOMON DIVISION

PICK-SLOAN MISSOURI BASIN PROGRAM, KANSAS

B.1 PRICE SCHEDULE

(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

(c) Quantities in the Price Schedule s are estimated quantities for comparison of offers only.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated, no claim shall be made against the Government for overruns or underruns.

(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(e) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1 WBR

1452.232-

Mobilization and Preparatory Work

For the lump sum of $

2 01 55 00 Temporary Roadways, Haul Routes, Batch Plant, and Parking

For the lump sum of $

3 02 21 30 Benchmarks For the lump sum of $

4 03 15 12 PVC Waterstops 9,920 lin ft $ $

5 03 15 17 Hydrophilic Strip Waterstop 1,910 lin ft $ $

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

6 03 20 00 Concrete Reinforcing 1,907,600 lbs

7 03 20 30 Installation of Anchor Bars 2,600 lin ft $ $

8 03 30 00 Cast-In-Place Concrete 13,220 yd3 $ $

9 03 30 00 Mud Mat Concrete 880 yd3 $ $

10 03 30 00 Test Slab Concrete 12 yd3 $ $

11 03 30 00 Concrete Batch Plant Installation

For the lump sum of $

12 03 37 10 Shotcrete 18,500 yd2 $ $

13 03 81 10 Concrete Removal 11,900 yd3 $ $

14 03 81 10 Saw Cut Existing Concrete, 2-inch Depth

1,910 ft $ $

15 03 81 10 Saw Cut Existing Concrete, Full Depth

2,840 ft $ $

16 03 81 10 Hydrodemolition, 6-Inch Calibration Setting

1,530 yd2 $

17 03 81 10 Hydrodemolition, 12-Inch

100 yd2 $

18 03 81 10 Hydrodemolition, 18-Inch

265 yd2 $

19 07 21 20 Extruded Polystyrene Foam Insulation

15,400 ft2 $ $

20 07 92 00 Joint Sealants For the lump sum of $

21 31 03 33 Removal and Control of Water

For the lump sum of $

22 31 12 00 Remove Material in Stilling Basin

19,600 yd3 $ $

23 31 23 00 Excavation for Existing Spillway Drainage Material and Backfill Removal

15,930 yd3 $ $

B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

24 31 24 13 Zone 2 Sand Filter Material 5,800 yd3 $ $

25 31 24 17 Zone 2A Gravel Drain 7,600 yd3 $ $

26 31 52 00 Stilling Basin Cofferdam For the lump sum of $

27 31 68 00 Rock Anchors 1,400 ea $ $

28 32 91 20 Topsoil For the lump sum of

29 32 92 20 Seeding For the lump sum of $

30 33 46 36 8-inch-Diameter Nonperforated HDPE Pipe

72 lin ft $ $

31 33 46 36 8-inch-Diameter Perforated HDPE Pipe

7,310 lin ft $ $

32 35 21 95 Steel Pipe For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

END OF PRICES SCHEDULE

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Glen Elder Dam, approximately 2 miles southwest of Glen Elder, Kansas, in Mitchell County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Development, improvement, maintenance of access roads for construction.

B. Site development and mobilization of batch plant, certification, maintenance, and production of concrete.

C. Demolition of existing concrete chute, including sawcutting and hydrodemolition.

D. Concrete removal for concrete repairs.

E. Excavation of rock, common materials, and clay tile pipe demolition.

F. Shotcrete application to foundation.

G. Grouted anchor bar installation into existing concrete.

H. Rock anchor installation into foundation.

I. Gravel and sand filter material placement.

J. Drain pipe placement.

K. New concrete chute construction.

L. Concrete repairs.

M. Installation of standard, retrofit, and hydrophilic waterstop.

N. Unwatering of stilling basin, maintenance of unwatering systems, and removal of sediment and debris within stilling basin.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.

Summary of Work

01 11 00 - 2

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

1.04 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 53:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for

Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2012 Edition Available online at https://www.usbr.gov/mussels/prevention/

1.03 SUBMITTALS

A. Submit in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Government land:

a. Show use location and extent of impact. Uses include but are not limited to the following:

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

2) Parking areas, temporary roads, and haul routes.

3) Working platforms, cofferdams, and access ramps:

a) Show size and location, general features, capacity, and evaluate structural impact to existing facilities, if applicable, related to their construction.

b) Structural analysis shall be stamped by a licensed professional engineer.

4) Utilities including communications, power, and water lines.

5) First-aid facilities.

https://www.usbr.gov/mussels/prevention/

01 14 10 - 2

6) Concrete and aggregate plants. Show sizes, rated capacities, and general features of aggregate processing plant including transporting, storing, screening, and washing facilities; concrete batching and mixing plant.

7) Areas for processing, storing, and disposing of waste materials from construction operations.

8) Temporary fences.

b. Describe methods to preserve, protect, and repair vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to jobsite that will not be removed and do not interfere with work required under this contract.

1) Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near jobsite.

d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.

2. Submit revised drawings of changes in use of Government land made during design and erection stages or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. Government land, as shown on drawings or approved, may be used for required construction facilities.

B. When private land is used for construction facilities or other construction purposes, make necessary arrangements associated with use of private land.

C. Location, construction, operation, maintenance, and removal of construction facilities on Government land shall be subject to approval.

D. Do not interfere with work of other contractors or the Government in vicinity, or with reservations made by the Government for use of such land.

E. Comply with restrictions in Section 01 57 60 – Protected Species.

F. Housing for construction personnel is not permitted on Government land, except housing for guards or watchmen. Requests for housing must be submitted in writing and approved by the COR.

PART 2 PRODUCTS

01 14 10 - 3

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

1. Before bringing on site, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds and invasive plant and animal species.

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in Cleaning Manual.

3. COR will inspect construction equipment following procedures described in Cleaning Manual before allowing equipment on site.

3.02 RESTORATION

A. Restore Contractor use areas to pre-construction condition.

B. Restore temporary construction roads to original contours and make impassable to vehicular traffic when no longer required.

C. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

D. Seed disturbed areas of Government land used for construction purposes in accordance with Section 32 92 20 - Seeding.

END OF CONTENTS

Work Restrictions and Limitations

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS AND LIMITATIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 WORK RESTRICTIONS AND LIMITATIONS

A. Restricted Construction:

1. Excavate and remove spillway in consecutive, adjacent grid panels.

2. To limit damage to exposed foundation during the event of a flood, excavate and remove no more than:

a. Seven adjacent grid panels along the length of the spillway in the direction of flow.

b. Six adjacent grid panels perpendicular to the spillway.

c. Maximum 7x6 adjacent grid panels, combined.

3. Place downstream slabs prior to upstream slabs to facilitate installation of lateral drainpipe and construction joint installation.

B. Refer to Section 31 23 00 - Excavation and Fill for work restrictions related to foundation cleanup, maintenance, and Government observation.

C. Allowable Work Hours: 6 a.m. to 6 p.m., 5 days a week.

1. Comply with additional work hour restrictions listed in other sections.

2. Additional work hours may be requested in writing 7 days in advance of need.

3. Additional shifts may be requested in writing 21 days in advance of need.

D. No construction or other onsite work is permitted on Federal holidays, except:

1. Unwatering operations.

2. Approved work may be requested in writing 21 days in advance of need.

Work Restrictions and Limitations

01 14 12 - 2

PART 3 EXECUTION

Reservoir Operations

01 14 20 - 1

SECTION 01 14 20

RESERVOIR OPERATIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 RESERVOIR OPERATIONS DURING CONSTRUCTION

A. Glen Elder Dam and Waconda Lake reservoir are operated by Bureau of Reclamation and Army Corp of Engineers.

B. The Government reserves the right to change the reservoir’s operations during construction for floods or other conditions. If rain events occur, causing a significant increase to the reservoir water surface elevation, the Government will direct the Contractor to evacuate the construction area and will require the Contractor to stay out of the work areas until the reservoir water surface elevation has returned to an acceptable elevation to continue work.

1. The reservoir elevation will fluctuate during construction efforts.

2. The Government will use flood forecasting methods to predict reservoir fluctuations and notify the Contractor of anticipated changes that could impact work.

3. Water will be stored against the closed radial gates when the reservoir level exceeds 1467.40 feet. The Contractor’s unwatering operations shall account for the potential of having leakage from the closed radial gates.

4. The historic maximum reservoir water surface elevation at Glen Elder Dam was

1487.02 feet in 1993. The top of the radial gates in the closed position is 1488.30 feet. Should the reservoir elevation exceed 1472.40 feet, the Contractor will be put on notice that removal of personnel and equipment may be required.

5. If the reservoir elevation exceeds 1482.40 feet the Contractor will be required to evacuate. These requirements are subject to change based on the rate of reservoir rise and flood forecasting predictions.

C. Waconda Lake reservoir historical end-of-month reservoir elevation data are shown in Section 51 00 20 - Reservoir Water Surface Elevation Data.

Reservoir Operations

01 14 20 - 2

PART 3 EXECUTION

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. RSHS Reclamation Safety and Health Standards, including revisions posted at https://www.usbr.gov/safety/rshs/index.html

1.03 SUBMITTALS

A. Submit in accordance with Section 01 33 00 - Submittals.

B. RSN 01 31 19-1, Weekly Coordination Meeting Documentation:

1. Provide agenda.

2. 3-week look-ahead schedule covering the following as applicable:

a. Shop fabrication review items and tasks.

b. Construction review items and tasks.

3. Work completed to date.

4. Meeting minutes from the previous weekly coordination meeting to include the following:

a. Include date, time, and list of attendees.

b. Summary of topics discussed.

c. List of action items including the following:

1) Description of action item.

2) Responsible party.

3) Date to be completed.

https://www.usbr.gov/safety/rshs/index.html

Project Management and Coordination

01 31 19 - 2

1.04 PROJECT COORDINATION

A. The following meetings are considered significant, but do not relieve the Contractor from the responsibility of attending other meetings required by the specifications.

1. Weekly Coordination Meetings:

a. Attendees as required:

1) Contractor’s Project manager, project engineer, superintendent, and Quality Control Supervisor, and any pertinent subcontractors.

2) COR, project manager, project engineer, safety personnel, and other required Reclamation staff.

b. Purpose:

1) Review drawings, data, and technical requirements of specifications. Schedule, Progress, and Coordination:

a) Review safety, progress made, schedule, project issues, submittals, Request for Information (RFI), and resolution necessary to meet specifications requirements.

b) Review dates that activities were started and completed, remaining duration, and percent complete.

c) Review submittals register, submittals currently in review and approval, and meeting submittals due dates or delivery time frames.

d) Provide 3-week look-ahead schedule at least 3 Federal working days before start of meeting.

e) Review as-built drawings.

f) Provide meeting minutes from the previous weekly meeting.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling

Manual

1.03 DEFINITIONS

A. Schedule: The Critical Path Method, (CPM), of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

B. Project Calendar(s): Cross reference of numerical work days with calendar days. Project calendars serve as the basis for day/date conversion and assign work days and non-workdays.

C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.

D. Out of Sequence Work: An activity that starts before its predecessor activities are completed.

1.04 SUBMITTALS

A. Submit in accordance with Section 01 33 00 - Submittals.

1. Furnish database files in format compatible with Oracle Primavera P6

Professional Project Management (.XER or .XML format).

2. Furnish schedule and analysis data.

3. Upon request, provide information and data used to develop and maintain the

Construction Program to the CO.

B. RSN 01 32 10-1, Representative Information:

01 32 10 - 2

1. Designation of authorized representative to develop and maintain Construction Program.

C. RSN 01 32 10-2, Baseline Schedule:

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Primavera layout files (.plf).

d. Gantt chart, (bar chart), for project on 11- by 17- inch print(s) and in portable document format (.pdf).

e. Activity report including logic constraints consisting of predecessors, successors, and constraint dates.

f. Tabular listings of resources and resource limitations used to produce baseline schedule. Correlate resources with schedule assumptions and offered price. Resource listings may be independent of schedule database.

g. Narrative explanation of project schedule development. Include impacts of resource limitations and weather conditions on project schedule development.

h. Cash flow reports.

i. Activity value report.

D. RSN 01 32 10-3, Updated Schedule Reports:

1. This submittal is required for a proper invoice for progress payments in accordance with the clauses at FAR 52.232-27, Prompt Payment for Construction Contracts and WBR 1452.232-82, Other Invoice Requirements.

2. In accordance with subparagraph (a)(i)(A) of the clause at FAR 52.232-27, Prompt Payment for Construction Contracts, Government disapproval of this submittal will be considered failure of the Contractor to comply with contract requirements and payment due date will be delayed until 14 days after submittal contents are approved. Approval of this submittal is required for progress payments.

3. Include:

a. Construction Program database with updated activity and milestone data.

b. Definition of project calendars if revised from baseline calendars.

c. Primavera layout files (.plf).

d. Gantt chart for project on 11- by 17-inch print(s) and in portable document format (.pdf).

e. Narrative report specifically stating status of project.

01 32 10 - 3

1) When negative float exists, cite specific actions and conditions which caused "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time. When float changed from previous month’s updated schedule, explain reason for change.

2) List of Contractor-initiated changes to current schedule stating reason for action taken and unresolved issues relating to the Construction Program.

3) Government reserves the right to reject Contractor-initiated changes to current schedule which negatively impact Government action which was initiated on the basis of current schedule.

f. Cash flow reports.

g. Activity value report.

h. Submittal register:

1) List submittals as listed in Table 01 33 00A - List of Submittals.

2) Update Submittal Register monthly to include submittals and revised submittals with dates and status.

3) This register document is separate from scheduling database.

E. RSN 01 32 10-4, Time Impact Analysis:

1. Include:

a. Construction Program database with proposed revised activity and milestone data.

b. Proposed revised schedule due to change or delay. Highlight added, changed, or deleted activities.

c. Primavera layout files (.plf).

d. Gantt chart for project on 11 by 17-inch print(s) and in portable document format (.pdf).

e. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

A. Representative: Experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules. Experience shall include scheduling for at least two other projects of comparable complexity and Primavera P6 training offered by certified instructors.

01 32 10 - 4

1.06 GENERAL

A. Develop, maintain, and use Construction Program to plan, monitor, evaluate, and report accomplishment of work.

1.07 SCHEDULES

A. Prepare construction schedules using Critical Path Method, under concepts and methods outlined in AGC Manual. Use a computer software program to perform mathematical analysis of scheduling data.

1. Prepare schedule based on required sequence and interdependence of activities.

Logically sequence activities.

2. Prepare detailed activity network for accomplishing required work organized by

Work Breakdown Structure, (WBS).

a. Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

3. Activities except “Award” shall have predecessor activities and activities except “Contract Complete” shall have successor activities.

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work; funding constraints in accordance with the clause at WBR 1452.232-80, Limitation of Funds; and relevant specification sections.

a. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

5. Include work of subcontractors, Government interfaces, and contract milestones.

6. Adjust Construction Program/schedule for seasonal weather conditions.

a. Provide a narrative explaining the expected weather and plan for incorporation in schedule.

b. Consider work influenced by high or low ambient temperatures or precipitation.

c. Utilize Primavera P6 calendars to depict historical weather days that impact work.

1) Assign weather calendars to work impacted by weather.

7. Define activities to the level of detail resulting in their durations being no greater than 20 workdays.

a. Durations for administrative activities, (e.g. submittals and reviews), fabrication, manufacturing, and typical level of effort activities, (e.g.

01 32 10 - 5 dewatering., unwatering, storm water management) will not be subject to workday duration limitation.

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR.

a. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number, (RSN), in activity description.

9. Include separate activities for fabrication or manufacturing when work involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR.

10. Include contract title, contract number, and Contractor’s name on transmittal cover sheet and each sheet of Gantt chart.

11. For each activity on Gantt chart, display identification number, activity description, planned duration, start date, finish date, total float, and calendar identification.

12. Include table of abbreviations used in the schedule, listed and defined alphabetically.

13. Use finish to start logic relationships between activities.

a. Do not utilize start to start, finish to finish, or start to finish logic relationships.

b. Do not use negative lead or lag times.

14. Use durations in units of whole workdays.

15. Provide best estimate of time required to complete activity considering quantity of work and planned resources for activity.

16. Equate durations of Government reviews and other identified actions to maximum number of calendar days specified in their respective paragraphs.

17. Establish workday calendar(s) and use these in the schedule to translate activity's workday duration into calendar dates. Use unique calendar names; do not use software default calendar names. Save calendars as project calendars, not global calendars.

B. Cost-Loaded Schedule:

1. Cost loading is defined as Contractor earnings based on payments from

Government to contractor.

2. Input contract values as Expenses planned costs in Primavera P6 database.

3. Allocate contract value to schedule activities per CLIN amounts in accordance with contract requirements and Measurement and Payment statements in specifications.

01 32 10 - 6

4. Assign values to appropriate activities:

a. Total of activity values equal total contract value.

b. Every activity does not require a value.

c. Examples of activities that typically have no value are submittals, submittal reviews, and manufacturing.

5. Include separate schedule activities to properly depict correct amount and timing of payment, if necessary, such as Deliver activities.

6. Generate Cash flow reports showing estimated monthly earned value of activities.

7. Report showing each activity cash flow for project duration.

8. Report showing cumulative monthly cash flow for project duration.

9. Generate Activity value report showing value of each activity.

10. Assign contract values for contract modification activities.

C. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work. Do not include actual start dates, percent completes, or actual finish dates.

D. Updated Schedule:

1. Meet monthly with COR at Government’s project office, or at a location approved by the COR, to review progress made to end date of progress payment period.

2. Establish dates that activities were started and completed and remaining duration for each activity started but not completed during the period.

a. Discuss and mutually agree upon changes to the schedule.

b. Out-of-sequence activities are not allowed.