Solicitation_No._R17PS00792.pdf

U.S. Department of the Interior Bureau of Reclamation Great Plains Region Billings, Montana July 2017

Request For Proposal Solicitation No. R17PS00792

Bull Lake Dam Spillway Modifications

Riverton Unit, Pick-Sloan Missouri Basin Program Wyoming

U.S. Department of the Interior Bureau of Reclamation Great Plains Region Billings, Montana July 2017

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Bull Lake Dam Spillway Modifications

Riverton Unit, Wyoming Pick-Sloan Missouri Basin Program

FOREWORD

Work is for modifying Bull Lake Dam Spillway. Work is located approximately 40 miles northwest of Riverton, Wyoming, in Fremont County.

Principal Components of work:

A. Constructing and improving temporary access roads to dam site.

B. Designing, installing, and operating dewatering and unwatering systems.

C. Clearing, grubbing, and stripping.

D. Constructing temporary earthfill cofferdam upstream of dam across new spillway alignment.

E. Constructing temporary creek crossing downstream of existing spillway stilling basin.

F. Excavating for construction of new spillway.

G. Placing and compacting zoned fill in spillway footprint.

H. Constructing spillway underdrain system.

I. Installing secant pile cutoff wall.

J. Constructing spillway crest structure including labyrinth weir.

K. Constructing reinforced concrete spillway stilling basin and chute.

L. Constructing embankment sections and backfill around new spillway.

M. Placing riprap downstream and upstream of new spillway.

N. Excavating discharge channel from new spillway stilling basin to river channel.

O. Removing temporary earthfill cofferdam upstream at the new spillway alignment and placing new sections of parapet wall and curb.

P. Constructing new sediment traps and weirs at the existing toe drain outfall.

Q. Temporarily relocating truss bridge southward onto the dam crest near the new spillway.

Refurbish and repair damage to the bridge after relocation.

R. Move and install the refurbished truss bridge to the new location and cast new concrete deck.

S. Removing portions of the existing spillway walls and parapet wall upstream of dam crest and installing soil nail walls to maintain stability.

T. Constructing zoned embankment cofferdam upstream of the dam at the existing spillway alignment.

U. After new spillway is complete and operational, and cofferdam is constructed; remove and dispose of existing radial gates.

V. Saw cutting full width of existing spillway chute, removing concrete in upper chute and crest structure, and excavating embankment adjacent to the existing spillway crest.

W. Excavating foundation below existing spillway crest and preparing as new embankment foundation.

X. Constructing new zoned embankment, incorporating the cofferdam, at the location of the existing spillway crest structure including HDPE toe drain and parapet wall section.

Y. Backfilling downstream portions of chute and stilling basin with waste concrete and excavated material.

Z. Remove temporary creek crossing.

AA. Restore access roads to their original condition and reclaim construction areas and stockpile areas.

INQUIRIES REGARDING THIS SOLICITATION SHOULD BE MADE TO:

Contractual Matters: Contracting Officer Attention: Gerri Voto-Braun Billings, Montana Telephone: 406-247-7809 gvotobraun@usbr.gov

FOR DATE AND PLACE PROPOSALS ARE DUE, SEE “SOLICITATION, OFFER AND AWARD”

STANDARD FORM 1442 IMMEDIATELY FOLLOWING THE TABLE OF CONTENTS.

FOR INFORMATION REGARDING BUREAU OF RECLAMATION’S PUBLICATION “RECLAMATION

SAFETY AND HEALTH STANDARDS” (2009 EDITION) WHICH IS APPLICABLE TO WORK UNDER

THIS CONTRACT, SEE WBR 1452.223-81 SAFETY AND HEALTH.

ORGANIZED SITE VISIT: AN ORGANIZED SITE VISIT HAS NOT YET BEEN SCHEDULED. ONCE

THAT DATE AND TIME HAVE BEEN DETERMINED, IT WILL BE ADDRESSED IN AN AMENDMENT.

THE GOVERNMENT WILL ALLOW AT LEAST 3 WEEKS FROM THE DATE OF THE SITE VISIT

BEFORE PROPOSALS ARE DUE.

SAM: EFFECTIVE JULY 29, 2012, ANY CONTRACTOR INTERESTED IN DOING BUSINESS WITH

THE GOVERNMENT MUST REGISTER IN THE SYSTEM FOR AWARD MANAGEMENT (SAM)

DATABASE PRIOR TO AWARD OF A CONTRACT OR AGREEMENT. SAM IS A FEDERAL

GOVERNMENT OWNED AND OPERATED WEBSITE THAT IS CONSOLIDATES THE CENTRAL

CONTRACTOR REGISTRATION (CCR), THE ONLINE REPRESENTATIONS AND CERTIFICATIONS

(ORCA) AND THE EXCLUDED PARTIES LIST SYSTEM (EPLS).

THE VENDOR’S DUNS AND BRADSTREET NUMBER AND BANKING INFORMATION ARE REQUIRED

FOR REGISTRATION. CONTRACTORS MAY OBTAIN INFORMATION ON REGISTRATION AND

ANNUAL CERTIFICATION REQUIREMENT’S VIA THE SAM WEBSITE

HTTPS://WWW.SAM.GOV/PORTAL/PUBLIC/SAM/ OR THE FEDERAL SERVICE HELP DESK AT 866-

606-8220.

PAYMENT REQUESTS FOR THE ANTICIPATED CONTRACT MUST BE SUBMITTED

ELECTRONICALLY THROUGH THE U.S. DEPARTMENT OF THE TREASURY’S INTERNET

PAYMENT PLATFORM (IPP) SYSTEM. THE IPP WEBSITE IS HTTPS://WWW.IPP.GOV. THE

CONTRACTOR MUST USE THE IPP WEBSITE TO REGISTER ACCESS AND USE IPP FOR

SUBMITTING REQUESTS FOR PAYMENT. CONTRACTOR ASSISTANCE WITH ENROLLMENT CAN BE

OBTAINED BY CONTACTING THE IPP PRODUCTION HELPDESK VIA E-MAIL

IPPGROUP@BOS.FRB.ORG OR PHONE (866) 973-3131. IF THE CONTRACTOR IS UNABLE TO

COMPLY WITH THE REQUIREMENT TO USE IPP FOR SUBMITTING INVOICES FOR PAYMENT, THE

CONTRACTOR MUST SUBMIT A WAIVER REQUEST IN WRITING TO THE CONTRACTING OFFICER

WITH ITS PROPOSAL OR BID.

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i

TABLE OF CONTENTS

PART 1 – THE SCHEDULE

SECTION A – Solicitation, Offer and Award, Standard Form 1442

SECTION B – Schedule

SECTION C - Specifications

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 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 35 50 Site Security 01 41 00 Regulatory Requirements 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 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 57 90 Preservation of Historical and Archeological Resources 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 41 07 Removal and Disposal of Existing Features 02 43 34 Bridge Repair and Relocation 02 83 33 Removal and Disposal of Materials Containing Heavy Metals 02 89 30 Removal and Disposal of Equipment Coated With Coal Tar Products

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 15 12 PVC Waterstops 03 15 14 PVC Waterstop - Cutoff Wall/Crest Structure 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 37 10 Shotcrete 03 62 20 Nonshrink Grout for Equipment and Metalwork ii

DIVISION 05 - METALS

05 50 00 Metal Fabrications

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 20 Extruded Polystyrene Rigid Foam Insulation 07 92 00 Joint Sealants

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 12 Temporary Creek Crossing 31 03 23 Cofferdam Construction 31 03 33 Removal and Control of Water 31 09 10 Abandoning Existing Instrumentation 31 09 12 Temporary Inclinometers 31 09 22 Protecting and Repairing Existing Piezometers 31 09 26 Measurement Points 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 02 Compacting Earth Materials 31 23 15 Excavating Existing Riprap and Rockfill 31 23 17 Excavation 31 23 90 Disposal of Excavated Materials 31 24 10 Embankment Construction 31 24 11 Zone 1, Impervious Fill 31 24 12 Zone 1A, Miscellaneous Fill 31 24 13 Zone 2, Sand Filter Material 31 24 14 Zone 3, Gravel Material 31 24 15 Zone 4, Bentonite-Treated Earthfill 31 24 16 Zone 5, Rockfill 31 25 10 Erosion Control 31 32 32 Geotextile 31 34 19 Geogrids 31 37 10 Riprap 31 51 13 Soil Nail Walls 31 56 20 Secant Pile Cutoff Wall

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 31 10 Chain Link Fence 32 91 19 Placing Topsoil 32 91 60 Topsoil Erosion Control Matting 32 92 20 Seeding

DIVISION 33 - UTILITIES

33 42 30 Corrugated Metal Pipe Culvert 33 46 04 Abandoning Existing Drain Pipes 33 46 36 HDPE Pipe Drains, Outfalls, and Cleanouts 33 46 37 Protecting and Repairing Existing Toe Drains 33 46 38 Weir Boxes

DIVISION 34 - TRANSPORATION

34 71 15 Precast Concrete Vehicle Barriers 34 82 13 Steel Reinforced Elastomeric Bearing Pads

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors iii

51 00 10 Climatic Conditions 51 00 20 Reservoir Water Surface Elevation Data 51 00 40 Seepage and Piezometer Data 51 02 83 Analytic Test Results 51 31 00 Photographs

DIVISION 52 - DRAWINGS

52 00 00 Drawings

DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS

53 10 00 Geotechnical Baseline Conditions 53 20 00 Geologic Investigations 53 30 00 Records of Geologic and Subsurface Investigations

SECTION D – Not Used

SECTION E – Inspection and Acceptance Material and Workmanship ............................................................................................................. E-1 Inspection of Construction .............................................................................................................. E-1 Warranty of Construction ................................................................................................................ E-2

SECTION F – Deliveries or Performance Commencement, Prosecution and Completion of Work .................................................................. F-1 Liquidated Damages ......................................................................................................................... F-1 Time Extensions ............................................................................................................................... F-1 Variation in Estimated Quantity ....................................................................................................... F-1 Suspension of Work ......................................................................................................................... F-1

SECTION G -- Contract Administration Data Authorities and Delegations ............................................................................................................ G-1 Electronic Invoicing and Payment Requirements – Internet Payment Platform ............................. G-1

SECTION H -- Special Contract Requirements Site Security .................................................................................................................................... H-1 Tribal Employee Rights Office ....................................................................................................... H-2

PART II – CONTRACT CLAUSES

SECTION I -- Contract Clauses Clauses Incorporated by Reference .................................................................................................. I-1 Prohibition on Contracting with Entities that Require Certain Internal Confidentiality Agreements (DEVIATION) ............................................................................................................. I-3 Commercial and Governmental Entity Code Maintenance .............................................................. I-3 Basic Safeguarding of Covered Contractor Information Systems .................................................... I-4 Order of Precedence – Uniform Contract Format ............................................................................ I-5 Minimum Wages under Executive Order 13658 .............................................................................. I-5 Estimate of Percentage of Recovered Material Content for EPA Designated Items ........................ I-9 Buy American Act – Construction Materials ................................................................................... I-9 Bid Guarantee ................................................................................................................................. I-13 Additional Bond Security ............................................................................................................... I-13 Performance and Payment Bonds – Construction .......................................................................... I-13 Payments Under Fixed-Price Construction Contracts .................................................................... I-14 Prompt Payment for Construction Contracts .................................................................................. I-16 Performance of Work by the Contractor ........................................................................................ I-22 Differing Site Conditions ............................................................................................................... I-23 Physical Data .................................................................................................................................. I-23 Accident Prevention ....................................................................................................................... I-23 Specifications and Drawings for Construction – Alternate II ......................................................... I-24 iv

Changes .......................................................................................................................................... I-25 Authorized Deviations in Clauses .................................................................................................. I-25 Restrictions on Endorsements – Department of the Interior ........................................................... I-26 Release of Claims – Department of the Interior ............................................................................. I-26 Liability Insurance – Department of the Interior ............................................................................ I-26 Incorporation of Technical Proposal – Bureau of Reclamation ..................................................... I-26 Asbestos-Free Warranty – Bureau of Reclamation ........................................................................ I-27 Safety and Health – Bureau of Reclamation .................................................................................. I-27 Protesting Federal Employees and the Public from Exposure to Tobacco and Smoke in the Federal Workplace – Bureau of Reclamation ........................................................... I-27 Certification of Representatives for Corporate Sureties – Bureau of Reclamation ........................ I-28 Equipment Ownership and Operating Expense – Bureau of Reclamation ..................................... I-28 Limitation of Funds – Bureau of Reclamation ............................................................................... I-29 Payment for Mobilization and Preparatory Work – Alternate I – Bureau of Reclamation ............ I-31 Other Invoice Requirements – Bureau of Reclamation .................................................................. I-32 Payment for Technical Data – Bureau of Reclamation .................................................................. I-32 Claims Accounting – Bureau of Reclamation ................................................................................ I-33 Other Contracts (DEVIATION) – Bureau of Reclamation ............................................................ I-33 Restrictions on Submission and Use of Equal Products – Bureau of Reclamation ........................ I-33 Preservation of Cultural Resources – Bureau of Reclamation ....................................................... I-33 Security Requirements – Bureau of Reclamation ........................................................................... I-34 Modification Proposals – Alternate IV – Bureau of Reclamation .................................................. I-41

PART III – DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

SECTION J – DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Attachment No. 1 General Decision WY170027, dated January 6, 2017 Attachment No. 2 Standard Form 24, Bid Bond Attachment No. 3 Proposed Subcontracting Goals Attachment No. 4 Past Performance Questionnaire

PART IV – REPRESENTATIONS AND INSTRUCTIONS

SECTION K -- Representations, Certifications and Other Statements of Offerors Prohibition on Contracting with Entities that Require Certain Internal Confidentiality Agreements – Representations ........................................................................................................ K-1 Annual Representations and Certifications ..................................................................................... K-1 Information Regarding Responsibility Matters ............................................................................... K-4 Certification Regarding Tax Matters ............................................................................................... K-5

SECTION L -- Instructions, Conditions and Notices to Bidders System for Award Management ...................................................................................................... L-1 Commercial and Government Entity Code Reporting ..................................................................... L-2 Alternative Line Item Proposal ....................................................................................................... L-3 Availability of Specifications Listed in the GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR art 101-29 .......................................................................... L-3 Availability of Specifications, Standards, and Data Item Descriptions Listed in the Acquisition

Streamlining and Standardization Information System (ASSIST) .................................................. L-3 Submission of Offers in the English Language ............................................................................... L-4

Submission of Offers in U.S. Currency ........................................................................................... L-4 Instructions to Offerors – Competitive Acquisition ........................................................................ L-4 Requirements for Certified Cost or Pricing Data and Data Other Than Certificated Cost or Pricing Data ..................................................................................................................................... L-7 Type of Contract .............................................................................................................................. L-8 Contract Wage Rate Requirements - Secondary Site of Work ........................................................ L-8 Notice of Requirement for Affirmative Action to Ensure Equal Employment v

Opportunity for Construction .......................................................................................................... L-8 Subcontractor Responsibility Matters Regarding Compliance with Labor Laws (Executive Order 13673) ................................................................................................................. L-9 Notice of Buy American Requirement – Construction Materials Under Trade Agreements ........ L-10 Preparation of Proposals ................................................................................................................ L-10 Authorized Deviations in Provisions ............................................................................................. L-11 Use and Disclosure of Proposal Information – Department of the Interior ................................... L-11 Service of Protest (DEVIATION) – Department of the Interior ................................................... L-12 Source Evaluation and Selection Procedures – Bureau of Reclamation ........................................ L-13 General Proposal Instructions – Bureau of Reclamation ............................................................... L-14 Technical Proposal Instructions – Bureau of Reclamation ............................................................ L-15 Pricing Proposal Instructions – Bureau of Reclamation ................................................................ L-16 Notice of Proposed Partnering ....................................................................................................... L-17 Instruction for Mobilization and Preparatory Work Schedule Line Item ...................................... L-17

SECTION M – Evaluation Factors for Award Evaluation Factors for Award – Quality Predominance – Alternate I ............................................ M-1 Notice of World Trade Organization Government Procurement Agreement Evaluations ............. M-5 vi

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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

7. ISSUED BY CODE 8. ADDRESS OFFER TO

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

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

Bureau of Reclamation

Great Plains Region

Regional Office PO Box 36900

R60

Billings MT 59107

Bureau of Reclamation, GP Region

Gerri Voto-Braun 2021 4th Avenue North Billings, MT 59101

Gerri Voto-Braun 406-247-7809

1x 07/02/2017

R17PS00792

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

Bull Lake Dam Spillway Modifications, Riverton Unit, Pick-Sloan Missouri Basin

Program, Wyoming

The estimated price range for this work is $25 Million to $50 Million

The project is issued for full and open competition

The North American Industrial Classification Code is 237990

The Small Business Size Standard is $36.5 Million

Proposals will be received at the Bureau of Reclamation Great Plains Regional

Office, addresses identified in Blocks 7 and 8 above. Individuals delivering proposals in person are required to present a valid identification and shall allow time to pass through security

Taxpayer Identification Number: ___________________________________ Data Universal Numbering System: __________________________________ Commercial and Government Entity Code: ____________________________

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 1100 calendar days and complete it within ________________ ________________ calendar days after receiving

Paragraph F.1

08/11/2017

NSN 7540-01-155-3212

x x x x 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

Bureau of Reclamation Great Plains Region

Regional Office PO Box 36900

R60

Billings MT 59107

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

Internet Processing Platform See Paragraph G.2

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

R17PS00792

00010 Bull Lake Dam Spillway Modifications 1 AU $_______________

(See Continuation of Section B CLINS 1-58)

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

Sponsored by GSA

FAR (48 CFR) 53.110

Bull Lake Dam Spillway Modifications Riverton Unit, Wyoming Solicitation No. R17PS00792

Price Schedule

B - 1

SECTION B – SUPPLIES OR SERVICES AND PRICES

BULL LAKE DAM SPILLWAY MODIFICATIONS

RIVERTON UNIT, WYOMING

PICK-SLOAN MISSOURI BASIN PROGRAM

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 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.

(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

-81

Mobilization and Preparatory Work

For the lump sum of $

2 01 41 00 Tribal Employment Rights Ordinance (TERO)

For the lump sum of $

3 01 55 00 Temporary Roadways, Haul Routes, and Parking

For the lump sum of $

4 02 41 07 Removal and Disposal of Existing Features

For the lump sum of $

5 02 43 34 Bridge Repair and Relocation

For the lump sum of $

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

6 02 83 33 Removal and Disposal of Materials Containing Heavy Metals

For the lump sum of $

7 02 89 30 Removal and Disposal of Equipment Coated with Coal Tar Products

For the lump sum of $

8 03 15 12 PVC Waterstops 2,900 lin ft $ $

9 03 15 14 PVC Waterstop - Cutoff Wall/Crest Structure

115 lin ft $ $

10 03 20 00 Concrete Reinforcing 1,600,000 lb $ $

11 03 30 00 Cast-In-Place Concrete 9,600 yd3 $ $

12 05 50 00 Metal Fabrications For the lump sum of $

13 07 21 20 Extruded Polystyrene Rigid Foam Insulation

5,300 ft2 $ $

14 07 92 00 Joint Sealants For the lump sum of $

15 09 96 20 Coatings For the lump sum of $

16 31 02 10 Water for Dust Abatement For the lump sum of $

17 31 03 12 Temporary Creek Crossing For the lump sum of $

18 31 03 23 Temporary Cofferdam Construction

For the lump sum of $

19 31 03 23 Cofferdam Construction For the lump sum of $

20 31 03 33 Removal and Control of Water

For the lump sum of $

B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

21 31 03 33 Dewatering Specialist and Assistants

For the lump sum of $

22 31 09 10 Abandoning Existing Instrumentation

For the lump sum of $

23 31 09 12 Temporary Inclinometers For the lump sum of $

24 31 09 22 Protecting and Repairing Existing Piezometers

For the lump sum of $

25 31 09 26 Embankment Measurement Points

44 each $ $

26 31 09 26 Spillway Measurement Points

69 each $ $

27 31 14 10 Stripping 43 acres $ $

28 31 23 15 Excavating Existing Riprap For the lump sum of $

29 31 23 15 Excavating Existing Rockfill

For the lump sum of $

30 31 23 17 Excavation for Existing Spillway Removal

25,000 yd3 $ $

31 31 23 17 Excavation for New Spillway

180,000 yd3 $ $

32 31 24 11 Zone 1, Impervious Fill 16,000 yd3 $ $

33 31 24 12 Zone 1A, Miscellaneous Fill 60,000 yd3 $ $

34 31 24 13 Zone 2, Sand Filter Material 11,500 yd3 $ $

35 31 24 14 Zone 3, Gravel Material 10,000 yd3 $ $

36 31 24 15 Zone 4, Bentonite-Treated Earthfill

125 yd3 $ $

B - 4

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

37 31 24 15 Sodium Bentonite for Bentonite-Treated Earthfill

19 tons $ $

38 31 24 16 Zone 5, Rockfill 3,200 yd3 $ $

39 31 32 32 Geotextile 1,800 yd2 $ $

40 31 34 19 Geogrid Reinforcement 1,800 yd2 $ $

41 31 37 10 Riprap 14,000 yd3 $ $

42 31 51 13 Soil Nail Walls, Existing Spillway

For the lump sum of $

43 31 56 20 Secant Pile Cutoff Wall 2,100 lin ft $ $

44 32 15 10 Gravel Surfacing 630 yd3 $ $

45 32 31 10 Chain Link Fence For the lump sum of $

46 32 91 19 Placing Topsoil 43 acres $ $

47 32 91 60 Topsoil Erosion Control Matting

13,500 yd2 $ $

48 32 92 20 Seeding 43 acres $ $

49 33 46 04 Abandoning Existing Drain Pipes

For the lump sum of $

50 33 46 36 4-inch-Diameter Nonperforated HDPE Air Vent Pipe

71 lin ft $ $

51 33 46 36 6-inch-Diameter Nonperforated HDPE Pipe

720 lin ft $ $

B - 5

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

52 33 46 36 6-inch-Diameter Perforated HDPE Pipe

3,200 lin ft $ $

53 33 46 36 12-inch-Diameter Nonperforated HDPE Toe Drain and Foundation Drain Pipe

340 lin ft $ $

54 33 46 36 12-inch-Diameter Perforated HDPE Toe Drain Pipe and Foundation Drain Pipe

240 lin ft $ $

55 33 46 36 Drain Cleanouts 16 each $ $

56 33 46 37 Protecting and Repairing Existing Toe Drains

For the lump sum of $

57 33 46 38 Weir Boxes 3 each $ $

58 34 71 15 Precast Concrete Vehicle Barriers

1,500 lin ft $ $

TOTAL FOR PRICE SCHEDULE $_________________

END OF PRICE SCHEDULE

B - 6

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SECTION C – SPECIFICATIONS

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 Bull Lake Dam, approximately 40 miles northwest of Riverton, Wyoming, in Fremont County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Constructing and improving temporary access roads to dam site.

B. Designing, installing, and operating dewatering and unwatering systems.

C. Clearing, grubbing, and stripping.

D. Constructing temporary earthfill cofferdam upstream of dam across new spillway alignment.

E. Constructing temporary creek crossing downstream of existing spillway stilling basin.

F. Excavating for construction of new spillway.

G. Placing and compacting zoned fill in spillway footprint.

H. Constructing spillway underdrain system.

I. Installing secant pile cutoff wall.

J. Constructing spillway crest structure including labyrinth weir.

K. Constructing reinforced concrete spillway stilling basin and chute.

L. Constructing embankment sections and backfill around new spillway.

M. Placing riprap downstream and upstream of new spillway.

N. Excavating discharge channel from new spillway stilling basin to river channel.

O. Removing temporary earthfill cofferdam upstream at the new spillway alignment and placing new sections of parapet wall and curb.

P. Constructing new sediment traps and weirs at the existing toe drain outfall.

Q. Temporarily relocating truss bridge southward onto the dam crest near the new spillway.

Refurbish and repair damage to the bridge after relocation.

Summary of Work

01 11 00 - 2

R. Move and install the refurbished truss bridge to the new location and cast new concrete deck.

S. Removing portions of the existing spillway walls and parapet wall upstream of dam crest and installing soil nail walls to maintain stability.

T. Constructing zoned embankment cofferdam upstream of the dam at the existing spillway alignment.

U. After new spillway is complete and operational, and cofferdam is constructed; remove and dispose of existing radial gates.

V. Saw cutting full width of existing spillway chute, removing concrete in upper chute and crest structure, and excavating embankment adjacent to the existing spillway crest.

W. Excavating foundation below existing spillway crest and preparing as new embankment foundation.

X. Constructing new zoned embankment, incorporating the cofferdam, at the location of the existing spillway crest structure including HDPE toe drain and parapet wall section.

Y. Backfilling downstream portions of chute and stilling basin with waste concrete and excavated material.

Z. Remove temporary creek crossing.

AA. Restore access roads to their original condition and reclaim construction areas and stockpile areas.

1.03 SPECIFICATIONS REQUIREMENTS

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

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

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

1.04 DEFINITIONS

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

1.05 ACRONYMS

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

01 11 00 - 3

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION

01 11 00 - 4

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. USBR Cleaning Manual 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:

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

1.03 SUBMITTALS

A. Submit the following 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.

a. Show use location and extent of impact. Potential uses may 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 access roads, and on site haul routes.

3) Utilities, power, and water lines.

4) 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; and concrete conveying, placing, and cooling plants. Areas for processing, storing, and disposing of waste materials from construction operations.

5) Areas for stockpiling topsoil, riprap, aggregates, and soils.

6) Temporary fences.

01 14 10 - 2

b. Describe methods to preserve, protect, and repair if damaged; vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not interfere with the work required under this contract. 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 the 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 and after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. Project is located on Tribal land.

1. Use construction easements and access agreements for construction access and temporary facilities. Comply with Section 01 55 00 - Vehicular Access and Parking.

B. Tribal and permitted public use of Bull Lake Road shall be maintained throughout construction.

1. Existing access roads along the east and west sides of the reservoir, outside of the construction site, shall remain open for use of the Tribes and permitted public at all times.

a. Short traffic delays, less than 15 minutes are allowed.

2. Access to the dam crest area may be closed one time for up to 45 days during the bridge removal and relocation and cofferdam completion at existing spillway with written notice to the COR given no later than 60 days in advance. Also, alternate controlled vehicular access for the Tribal Permitted Public to the east reservoir access road shall be provided during this time.

a. No dam crest closure allowed the first Saturday of April, and the preceding Friday and subsequent Sunday, for fishing access on the dam crest each year.

3. Secure site to eliminate Tribal and public access to Contractor facilities or construction site.

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

D. Do not interfere with work of other contractors, the Government, or the Tribes.

E. Restrict construction traffic to the approved access roads and confine activities to authorized use areas as identified on drawings.

01 14 10 - 3

F. Do not disturb the native channel of Bull Lake Creek except as shown on drawings.

G. Campground areas and parking areas outside of construction area boundary are not available for Contractor use.

H. Housing for construction personnel will not be permitted on Government land, except housing for guards or watchmen as may be approved by the COR.

I. Housing in campground areas by Contractor employees is not allowed.

J. Fishing in Bull Lake Reservoir or Bull Lake Creek is restricted by the Tribes and requires a Tribal fishing permit.

K. The access road alignment and construction site is located in areas with significant known and unknown cultural resources. Comply with Section 01 57 90 - Preservation of Historical and Archaeological Data.

PART 2 PRODUCTS

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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 USBR Cleaning Manual.

3. The COR will inspect construction equipment following procedures described in USBR Cleaning Manual before allowing the equipment onsite.

3.02 RESTORATION

A. Upon completion of the project, work areas shall be left in a condition to provide proper drainage, protection from erosion, and facilitate revegetation. Any removed topsoil shall be replaced in the best location to facilitate revegetation. Impacts to land within the project area shall be reduced through implementation of site erosion control.

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

01 14 10 - 4

C. After completion of work, scarify and regrade 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 natural revegetation, provide proper drainage, and prevent erosion.

D. Seed disturbed areas of land used for construction purposes and not required for completed installation, in accordance with Section 32 92 20 - Seeding.

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. Bull Lake Dam and Bull Lake Reservoir are operated by Bureau of Reclamation and Midvale Irrigation District (MID).

B. Government will draw down reservoir to elevation 5777 after the irrigation season, on or before September 30, 2019 and keep the water elevation at or below 5777 until April 1, 2020 to facilitate construction of Phase III cofferdam upstream of the existing spillway. However, the Government reserves the right to change the operations of the reservoir during construction for floods or other conditions. After April 1, 2020 the Government will resume normal operations.

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

D. Existing spillway must remain operational until construction of new spillway is completed and operational, as determined by CO. One spillway must be in operation at all times.

E. The existing spillway gates shall not be removed until cofferdam is in place.

PART 2 PRODUCTS

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PART 3 EXECUTION

Reservoir Operations

01 14 20 - 2

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 http://www.usbr.gov/ssle/safety/RSHS/rshs.

html

1.03 SUBMITTALS

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

B. RSN 01 31 19-1, Work Plan Summary:

1. Summary of upcoming work and traffic plans for next 60 days.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROJECT COORDINATION

A. The following meetings are considered significant, but do not relieve Contractor from the responsibility of other meetings required outside this section.

B. Schedule Update Joint Review Meeting:

1. Attend monthly schedule update joint review meeting with COR, incorporate Government schedule changes. Submit in accordance with Section 01 32 10 - Construction Program.

2. Meet weekly with COR at work site project office to review work, progress made, difficulties in performing work, and resolution necessary to meet specifications requirements.

Project Management and Coordination

01 31 19 - 2

3. Meetings include review of construction program work and updating of progress reports.

C. Work Plan Summary:

1. Prepare written monthly summary of work and traffic plans. Provide summary to COR at least 14 days before the start of the month. Include:

a. Upcoming planned work and associated work schedules.

b. Planned Contractor use of access Bull Lake Road.

D. As-built Drawing Review:

1. Update in accordance with Section 01 78 30 - Project Record Documents.

2. Review as-built drawings with COR monthly.

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 the following in accordance with Section 01 33 00 - Submittals.

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

2. Furnish schedule and analysis data on CD-ROM or DVD disc.

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.

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. 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.

2. 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.

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.

01 32 10 - 3

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

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.

01 32 10 - 4

2. Prepare detailed activity network for accomplishing required work organized by Work Breakdown Structure, (WBS). 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;…