Amendment_No._004.pdf

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Bull Lake Dam Spillway Modifications Federal contract opportunity
Solicitation number
R17PS00792
Issued by
Department of the Interior Bureau of Reclamation

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Amendment No. 004

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(x)

R17PS00792

x x copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

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

x

Billings MT 59107

R60

PO Box 36900 Regional Office Great Plains Region Bureau of Reclamation

11/05/20170004

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/02/2017

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

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

See attachment for changes incorporated by this amendment:

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

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

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

Gerri Voto-Braun

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

R17PS00792

Amendment No. 004

Description of Changes:

1. In the Table of Contents, remove pages iii through vi and substitute therefor the attached revised pages iii through vi.

2. Remove Foreword in its entirety and substitute therefor the attached revised Foreword.

3. In Part I – The Schedule, Continuation of Section B – Supplies or Services and Prices, remove pages B-3 through B-6 and substitute therefor the attached revised pages B-3 through B-6.

4. In Part I – The Schedule, remove Section 01 11 00 – Summary of Work in its entirety and substitute therefor the attached revised Section 01 11 00.

5. In Part I – The Schedule, remove Section 01 14 20 – Reservoir Operations in its entirety and substitute therefor the attached revised Section 01 14 20.

6. In Part I – The Schedule, Section 01 32 10 – Construction Program, remove page 01 32 10 –1 and 01 32 10-2 and substitute therefor the attached revised page 01 32 10-1 and 01 32 10-2.

7. In Part I – The Schedule, Section 01 33 00 – Submittals, remove pages 01 33 00-9 through 01 33

00-20 and substitute therefor the attached revised pages 01 33 00-9 through 01 33 00-20.

8. In Part I – The Schedule, remove Section 01 35 30 – Contractor’s Onsite Safety Personnel in its entirety and substitute therefor the attached revised Section 01 35 30.

9. In Part I – The Schedule, remove Section 01 55 00 – Vehicular Access and Parking in its entirety and substitute therefor the attached revised Section 01 55 00.

10. In Part I – The Schedule, Section 01 57 30 – Water Pollution Control, remove pages 01 57 30-5 through 01 57 30-8 and substitute therefor the attached revised pages 01 57 30-5 through 01 57 30-8.

11. In Part I – The Schedule, remove Section 02 43 34 – Bridge Repair and Relocation in its entirety and substitute therefor the attached revised Section 02 43 34.

12. In Part I – The Schedule, Section 02 89 30 – Removal and Disposal of Equipment Coated with Coal Tar Products, remove pages 02 89 30-5 through 02 89 30-10 and substitute therefor the attached revised pages 02 89 30-5 through 02 89 30-10.

13. In Part I – The Schedule, Section 03 11 10 – Concrete Forming, remove page 03 11 10-3 and

03 11 10-4 and substitute therefor the attached revised page 03 11 10-3 and 03 11 10-4.

14. In Part I – The Schedule, Section 03 30 00 – Cast-In-Place Concrete, remove pages 03 30 00-1 through 03 30 00-20 and substitute therefor the attached revised pages 03 30 00-1 through 03 30 00-20.

15. In Part I – The Schedule, Section 03 30 00 – Cast-In-Place Concrete, remove pages 03 30 00-41 and 01 30 00-42 and substitute therefor the attached revised page 03 30 00-41 and 03 30 00-42.

16. In Part I – The Schedule, remove Section 31 03 33 – Removal and Control of Water in its entirety and substitute therefor the attached revised Section 31 03 33.

17. In Part I – The Schedule, remove Section 31 23 90 – Disposal of Excavated Materials in its entirety and substitute therefor the attached revised Section 31 23 90.

18. In Part I – The Schedule, remove Section 31 24 12 – Zone 1A, Miscellaneous Fill in its entirety and substitute therefor the attached revised Section 31 24 12.

19. In Part I – The Schedule, Section 31 24 15 – Zone 4 – Bentonite-Treated Earthfill, remove page

31 24 15-3 and 31 24 15-4 and substitute therefor the attached revised page 31 24 15-3 and 31 24 15-4.

20. In Part I – The Schedule, Section 31 32 32 – Geotextile, remove page 31 32 32-3 and 31 32 32-4 and substitute therefor the attached revised page 31 32 32-3 and 31 32 32-4.

21. In Part I – The Schedule, Section 31 51 13 – Soil Nail Walls, remove pages 31 51 13-9 through 31 51 13-16 and substitute therefor the attached revised pages 31 51 13-9 through 31 51 13-16.

22. In Part I – The Schedule, Section 31 56 20 – Secant Pile Cutoff Wall, remove page 31 56 20-3 and 31 56 20-4 and substitute therefor the attached revised page 31 56 20-3 and 31 56 20-4.

23. In Part I – The Schedule, remove Section 33 46 37 – Protecting and Repairing Toe Drains in its entirety and substitute therefor the attached revised Section 33 46 37.

24. In Part I – The Schedule, new Section 51 00 30 – Clean Water Act Section 404 Permit is hereby incorporated into and made a part of the solicitation.

25. In Part I – The Schedule, new Section 51 02 93 – Coal Tar Test Results is hereby incorporated into and made a part of the solicitation.

26. In Part I – The Schedule, remove Section 53 10 00 – Geotechnical Baseline Conditions in its entirety and substitute therefor the attached revised Section 53 10 00.0

27. In Part I – The Schedule, Section 53 20 00 – Geologic Investigations, remove page 53 20 00-1 and 53 20 00-2 and substitute therefore the attached revised page 53 20 00-1 and 53 20 00-2.

28. In Part I – The Schedule, Section F – Deliveries or Performance, remove page F-1 and F-2 and substitute therefor the attached revised page F-1 and F-2.

29. In Part II – Contract Clauses, Section I – Contract Clauses, remove page I-31 and I-32 and substitute therefor the attached revised page I-31 and I-32.

For convenience, essential changes on the revised solicitation pages are indicated by a vertical line in the margin where lines or paragraphs changed from the previous version. However, all portions of the revised solicitation pages shall apply whether changes thereon have or have not been indicated.

Acknowledgement: See Block 11 above regarding how to acknowledge this amendment. The Government must receive the acknowledgement at the place designated for receipt of bids (See Block 10 of the Standard Form 1442).

Receipt of Proposals: The hour and date for receipt of proposals remains the same; 2:00 PM (MST) November 17, 2017. There will be no further extensions.

Third Party: If you have given a copy of the solicitation to someone else, please forward this amendment accordingly.

The final list of contractor questions and their respective answers are attached for information.

(Revised) iii

51 00 10 Climatic Conditions 51 00 20 Reservoir Water Surface Elevation Data 51 00 30 Clean Water Act Section 404 Permit 51 00 40 Seepage and Piezometer Data 51 02 83 Analytic Test Results 51 02 93 Coal Tar 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

(Revised) iv

Accident Prevention ....................................................................................................................... I-23 Specifications and Drawings for Construction – Alternate II ......................................................... I-24 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

(Revised) v

Notice of Requirement for Affirmative Action to Ensure Equal Employment 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

(Revised) vi

THIS PAGE INTENTIONALLY LEFT BLANK

(Revised) 1

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.

(Revised) 2

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

Refurbish and repair damage to the bridge after relocation. Refurbish and repair damage with final location over new spillway crest.

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.

(Revised) 3

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.

(Revised) 4

THIS PAGE INTENTIONALLY LEFT BLANK

Bull Lake Dam Spillway Modifications Amendment No. 004 Riverton Unit, Wyoming Solicitation No. R17PS00792

Price Schedule Revised 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 Piezometer Protection 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 12,000 yd3 $ $

35 31 24 14 Zone 3, Gravel Material 10,500 yd3 $ $

36 31 24 15 Zone 4, Bentonite-Treated Earthfill

125 yd3 $ $

Revised 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 3,700 yd3 $ $

39 31 32 32 Geotextile 1,800 yd2 $ $

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

41 31 37 10 Riprap 13,700 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 42.5 acres $ $

46A 32 91 19 Placing Wetland Topsoil 0.5 acres $ $

47 32 91 60 Topsoil Erosion Control Matting

13,500 yd2 $ $

47A 32 91 60 Wetland Topsoil Erosion Control Matting

2,300 yd2 $ $

48 32 92 20 Seeding 42.5 acres $ $

48A 32 92 20 Wetland Bench Area Seeding

0.5 acres $ $

49 33 46 04 Abandoning Existing Drain Pipes

For the lump sum of $

Revised B - 5

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

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

750 lin ft $ $

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 17 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

Revised B - 6

This page intentionally left blank.

Summary of Work

Revised 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.

Revised 01 11 00 - 2

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

Refurbish and repair damage to the bridge after relocation. Refurbish and repair damage with final location over new spillway crest.

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.

Revised 01 11 00 - 3

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

Revised 01 11 00 - 4

This page intentionally left blank.

Reservoir Operations Revised 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 5783 after the irrigation season, on or before September 30, 2018 and keep the water elevation at or below 5783 until November 15, 2018 to facilitate construction of temporary cofferdam upstream of the new spillway. However, the Government reserves the right to change the operations of the reservoir during construction for floods or other conditions. After November 15, 2018 the Government will resume normal operations.

C. 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.

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 NEW SPILLWAY CONSTRUCTION

A. The contractor shall leave the existing spillway in operation until the new spillway is operational.

1. One spillway shall be in operation at all times.

Reservoir Operations Revised 01 14 20 - 2

B. The contractor shall have the new spillway operational on or before February 1, 2020.

1. The new spillway is considered operational when the contractor has partially removed the temporary cofferdam by creating a reservoir access channel as specified in Section 31 03 23 - Cofferdam Construction.

2. See Section F for liquidated damages.

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

Construction Program Revised 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 (.XER or .XML format).

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:

Construction Program Revised 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. 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

Submittals

Revised 01 33 00 - 9

Table 01 33 00A - List of Submittals

* CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CO COR

01 32 10-3 Construction Program

Updated Schedule Reports

Submit with monthly progress payment invoices

COR

paper

1 paper + 1 electronic

01 32 10-4 Construction Program

Time Impact Analysis

Within 28 days after the CO directs a contract change, with any proposal for a future modification, with any value engineering proposal, or with any request or claim for an equitable adjustment to the contract

COR

paper

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

Submitted for acceptance at least 14 days before jobsite delivery of hazardous material

COR 0 1 paper + 1 electronic

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

Submitted for acceptance at least 14 days before jobsite delivery of hazardous material not previously listed

COR 0 1 paper + 1 electronic

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before commencing onsite work.

COR 0 1 paper + 1 electronic

01 35 20-2 Safety and Health

Monthly Accident Summary Report

Monthly COR 0 1 paper + 1 electronic

01 35 20-3 Safety and Health

Respirator User Documentation

Submitted and accepted before work requiring a respirator

COR 0 2 paper

01 35 20-4 Safety and Health

Crane Operation Certificates

28 days before crane arrives onsite

COR 0 1 paper + 1 electronic

01 35 20-5 Safety and Health

Other Training Certificates

Submitted and accepted before commencing onsite work.

COR 0 2 paper

01 35 30-1 Contractor’s Onsite Safety Personnel

Qualifications At least 28 days before beginning onsite work

COR 0 2 paper

01 35 30-2 Contractor’s Onsite Safety Personnel

CIH Inspection Reports

Submit to COR within 7 days of the inspection

COR 0 1 paper + 1 electronic

01 35 30-3 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Monthly COR 0 1 paper + 1 electronic

01 46 00-1 Quality Procedures

Contractor Quality Control Program

Within 14 days of preconstruction meeting

COR 0 1 paper +

Revised 01 33 00 - 10

Table 01 33 00A - List of Submittals

* CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CO COR

01 46 00-2 Quality Procedures

Contractor’s Daily Reports

Weekly COR 0 1 paper + 1 electronic

01 46 00-3 Quality Procedures

Quality Control Supervisor

Within 14 days of Preconstruction Meeting

COR 0 2 paper

01 46 00-4 Quality Procedures

Contractor Quality Testing Plan

Within 14 days of preconstruction meeting

COR 0 1 paper + 1 electronic

01 46 00-5 Quality Procedures

Summary Monthly Test Results

Monthly COR 0 1 paper + 1 electronic

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

At least 28 days before beginning construction

COR 0 1 paper + 1 electronic

01 51 00-1 Temporary Utilities

Water Consumption Weekly COR 0 1 paper + 1 electronic

01 52 10-1 Field Office Delivery Schedule and Site Layout

Within 5 days of Preconstruction Meeting

COR 0 1 paper + 1 electronic

01 55 00-1 Vehicular Access and Parking

Temporary Access Road Plan

At least 28 days before beginning construction

COR 0 1 paper + 1 electronic

01 55 00-2 Vehicular Access and Parking

Pre-Construction Video Temporary Access Road

At least 7 days before beginning construction

COR 0 2 discs

01 55 00-3 Vehicular Access and Parking

Post-Construction Video Temporary Access Road

Within 7 days of completing restoration

COR 0 2 discs

01 55 20-1 Traffic Control Traffic Control Plan At least 28 days before affecting traffic

COR 0 1 paper + 1 electronic

01 55 20-2 Traffic Control Traffic Control Supervisor Information

At least 28 days before affecting traffic

COR 0 2 paper

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before beginning onsite work

COR 0 1 paper + 1 electronic

01 56 15-1 Protection of Existing Utilities

Utility Owner Acknowledgment

At least 28 days before beginning construction

COR 0 1 paper + 1 electronic

01 57 15-1 Utility Line Investigations

Locating Utility Lines Plans

At least 28 days before beginning utility lines location work

COR 0 1 paper + 1 electronic

01 57 15-2 Utility Line Investigations

Utility Lines Information

Within 2 days after each utility line is located

COR 0 1 paper + 1 electronic

01 57 15-3 Utility Line Investigations

Permits At least 14 days before beginning work in area of each utility line

Revised 01 33 00 - 11

Table 01 33 00A - List of Submittals

* CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CO COR

01 57 15-4 Utility Line Investigations

Excavation Plans and Methods

At least 14 days before beginning work in area of each utility line

COR 0 1 paper + 1 electronic

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 28 days before beginning construction

COR 0 1 paper + 1 electronic

01 57 20-2 Environmental Controls

Dust Control Plan At least 28 days before beginning construction

COR 0 1 paper + 1 electronic

01 57 30-1 Water Pollution Control

Pollution Prevention Plan

At least 28 days before start of construction

COR 0 1 paper + 1 electronic

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure Plan (SPCC)

At least 28 days before start of construction

COR 0 1 paper + 1 electronic

01 57 30-3 Water Pollution Control

Notice of Intent

(NOI)

Within 2 days of signature COR 0 1 paper + 1 electronic

01 57 30-4 Water Pollution Control

Monitoring Results Within 2 days after each monitoring

COR 0 1 paper + 1 electronic

01 57 50-1 Tree and Plant Protection

Protection Plan At least 28 days before start of construction

COR 0 1 paper + 1 electronic

01 60 00-1 Product Requirements

Weed Free Certification for Imported Materials

At least 28 days before start of construction

COR 0 1 paper + 1 electronic

01 71 20-1 Surveying Surveying Plan At least 28 days before beginning survey work

COR 0 1 paper + 1 electronic

01 71 20-2 Surveying Resumes At least 28 days before beginning survey work; At least 28 days before personnel change

COR 0 2 paper

01 71 20-3 Surveying Accuracy Check Results

At least 28 days before beginning survey work

COR 0 1 paper + 1 electronic

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2 days of completing and reducing notes

01 71 20-5 Surveying Quantity Survey

Notes and Computations

Accompanying progress payment requests

COR 0 1 paper + 1 electronic

01 71 20-6 Surveying Workday's Survey Notes

At conclusion of workday if requested by Government

COR 0 1 paper + 1 electronic

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

Within 7 days of mobilization COR 0 1 paper +

Revised 01 33 00 - 12

Table 01 33 00A - List of Submittals

* CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CO COR

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal COR 0 1 paper + 1 electronic

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 28 days before beginning environmental assessment

COR 0 2 paper

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

01 78 30-1 Project Record

Documents Final As-built Drawings

Within 28 days of completion of work

COR 0 1 paper + 1 electronic

02 41 07-1 Removal and Disposal of Existing Features

Removal and Disposal of Existing Features Plans

At least 28 days before start of work sequence

COR 0 1 paper + 1 electronic

02 43 34-1 Bridge Repair and Relocation

Removal and Rehabilitation Plan

At least 28 days before start of bridge repair and relocation activities

COR 0 1 paper + 1 electronic

02 43 34-2 Bridge Repair and Relocation

Resumes At least 28 days before start of bridge repair and relocation activities

COR 0 2 paper

02 43 34-3 Bridge Repair and Relocation

Initial Fracture Critical Bridge Inspection Reports

At least 28 days before start of bridge repair and relocation activities

COR 0 1 paper and 1 electronic

02 43 34-4 Bridge Repair and Relocation

Final Fracture Critical Bridge Inspection Reports

Within 14 days of completion of work

COR 0 1 paper and 1 electronic

02 83 33-1 Removal and Disposal of Materials Containing Heavy Metals

Resumes At least 28 days before start of construction activities

COR 0 2 paper

02 83 33-2 Removal and Disposal of Materials Containing Heavy Metals

Written Compliance Program for Worker Protection

At least 28 days before start of construction activities

COR 0 1 paper + 1 electronic

02 83 33-3 Removal and Disposal of Materials Containing Heavy Metals

Plans At least 28 days before start of construction activities

Revised 01 33 00 - 13

Table 01 33 00A - List of Submittals

* CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CO COR

02 83 33-4 Removal and Disposal of Materials Containing Heavy Metals

Emission and Release Monitoring Plan

At least 28 days before start of construction activities

COR 0 1 paper + 1 electronic

02 83 33-5 Removal and Disposal of Materials Containing Heavy Metals

Certificate of Disposal or Recycling Documentation

Within 7 days of waste disposal COR 0 1 paper + 1 electronic

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

Clearance Testing Results

Within 7 days of testing COR 0 1 paper + 1 electronic

02 89 30-1 Removal and Disposal of Equipment Coated With Coal Tar Products

Resumes, Certificates, and Qualifications

At least 28 days before start of construction activities

COR 0 2 paper

02 89 30-2 Removal and Disposal of Equipment Coated With Coal Tar Products

Written Compliance Program for Worker Protection

At least 28 days before start of construction activities

COR 0 1 paper + 1 electronic

02 89 30-3 Removal and Disposal of Equipment Coated With Coal Tar Products

Plans At least 28 days before start of construction activities

COR 0 1 paper + 1 electronic

02 89 30-4 Removal and Disposal of Equipment Coated With Coal Tar Products

Pre-Construction Test Results

Within 7 days of testing COR 0 1 paper + 1 electronic

02 89 30-5 Removal and Disposal of Equipment Coated With Coal Tar Products

Working Level Test Results

Within 7 days of testing COR 0 1 paper +

Revised 01 33 00 - 14

Table 01 33 00A - List of Submittals

* CO indicates Contracting Officer, and COR indicates Contracting Officer’s Representative.

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: *

CO COR

02 89 30-6 Removal and Disposal of Equipment Coated With Coal Tar Products

Post-Construction Test Results

Within 7 days of testing COR 0 1 paper + 1 electronic

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

Certificate of Disposal

Within 7 days of waste disposal COR 0 1 paper + 1 electronic

03 11 10-1 Concrete Forming

Formwork Design and Drawings

At least 28 days before beginning concrete forming

COR 0 1 paper + 1 electronic

03 15 12-1 PVC

Waterstops

Approval Data At least 28 days before beginning PVC waterstop installation

COR 0 1 paper + 1 electronic

03 15 12-2 PVC

Waterstops

Sample Shipping Confirmation

Within 24 hours after shipping.

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