Solicitation_140R6024R0002_File_1_of_2.pdf

U.S. Department of the Interior Bureau of Reclamation Missouri Basin and Arkansas-Rio Grande-Texas Gulf Regions Billings, Montana December 2023

Request for Proposal Solicitation No. 140R6024R0002

St. Mary Canal Diversion Works Dam Replacement and Fish Modifications

Milk River Project, Montana Missouri Basin Region

Forward – 1

ST. MARY CANAL DIVERSION WORKS

DAM REPLACEMENT AND FISH MODIFICATIONS

MILK RIVER PROJECT, MONTANA

FOREWORD

Work is located at St. Mary Diversion Dam, approximately 8 miles north of St. Mary, Montana, in Glacier County.

Principal components of work include:

A. Constructing temporary diversion canal and temporary crossing.

B. Diversion and care of stream during construction.

C. Constructing cofferdam.

D. Removal and control of water.

E. Earthwork for structures, canal, and roadways.

F. Constructing cast-in-place concrete features.

G. Installing water supply well and system.

H. Furnishing and installing metal building system.

I. Providing system control and monitoring.

J. Furnishing and installing electrical features.

K. Furnishing and installing mechanical features.

L. Removal of existing features.

For a computer-generated aerial view of the existing and new features for this requirement, please visit: https://www.youtube.com/watch?v=_8SDg64Dta4.

The contractor who receives the award is required to work with the Blackfeet Tribal Employment Rights Office (TERO). For more information regarding Blackfeet TERO, please visit: https://btero.com.

POINT OF CONTACT – The Contract Specialist for this requirement is Ms. Charlee Maurer.

All questions and correspondence concerning this solicitation shall be directed to her via email at camaurer@usbr.gov.

METHOD OF PROCUREMENT – This requirement is solicited as a Request for Proposal (RFP) using the Federal Acquisition Regulation (FAR) part 15 – Contracting by Negotiation.

ORGANIZED SITE VISIT – An organized virtual site visit has been scheduled for December 19, 2023 at 10:00 AM MST. Prospective offerors are strongly encouraged to attend the pre-proposal site visit to gain a better understanding of the work requirements and site conditions.

Prospective offerors that are interested in attending shall contact Ms. Maurer via email at camaurer@usbr.gov. For further details regarding the pre-proposal site visit, see Section L, Paragraph L.17.

CONTRACTOR QUESTIONS – The Government will not address questions received from prospective offerors after 4:00 PM MST on January 17, 2024. The Government’s answers to questions received will be addressed in an amendment.

https://www.youtube.com/watch?v=_8SDg64Dta4 https://btero.com/ mailto:camaurer@usbr.gov mailto:camaurer@usbr.gov

Forward – 2

RECLAMATION SAFETY AND HEALTH STANDARDS – For information regarding Bureau of Reclamation's publication "Reclamation Safety and Health Standards" including revisions at https://www.usbr.gov/safety/rshs/ which is applicable to work under this contract, see clause at "WBR 1452.223-81 Safety and Health."

SYSTEM FOR AWARD MANAGEMENT (SAM) – Effective October 2018, all contractors interested in doing business with the Federal Government must be registered in the System for Award Management (SAM) database at the time they submit their offer. Note: Registering in SAM does not constitute an automatic award of any contract or agreement to the registering contractor. SAM is a centralized database for consolidating the Central Contractor Registration (CCR), the Online Representation and Certifications Application (ORCA), and the Excluded Parties List System (EPLS).

Additionally, the contractor’s business and financial information are required for SAM registration and annual confirmation requirements, which must be accomplished through the SAM website at https://sam.gov/. For assistance with registering in SAM, contact the Federal Services Desk at 1-866-606-8220.

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

Contractors are required to use the IPP website to access and use IPP for submitting request for payment. Registration assistance can be obtained by contacting the “IPP Production Helpdesk” via email ippgroup@bos.fbr.org or phone 1-866-973-3131. If the contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the contractor can submit a waiver request in writing to the Contractor Officer with its proposal.

Note: Waivers will be on a case by case basis and not automatically granted as determined by the Contract Officer. Please see Paragraph G.3, DOI-AAAP-0028 for more specific information on the process for submitting invoices in IPP.

END OF FORWARD

https://www.usbr.gov/safety/rshs/index.html https://sam.gov/ https://www.ipp.gov/ mailto:ippgroup@bos.fbr.org

Table of Contents - 1

TABLE OF CONTENTS

PART I – THE SCHEDULE

SECTION A – SOLICITATION, OFFER, AND AWARD: STANDARD FORM 1442

SECTION B – PRICE SCHEDULE

SECTION C – DESCRIPTION / SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 14 12 Work Restrictions 01 18 13 Utility Service Connections 01 31 19 Project Coordination 01 32 10 Construction Program 01 33 00 Submittals 01 33 26 Electrical Drawings and Data 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s On-site Safety Personnel 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 52 10 Field Office 01 52 20 Temporary Housing 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 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents 01 91 13 Commissioning and Testing

DIVISION 02 - EXISTING CONDITIONS

02 41 10 Removal of Existing Features 02 83 35 Removal and Disposal of Coatings and Equipment with Coatings Containing Regulated Metals

Table of Contents - 2

DIVISION 03 - CONCRETE

03 05 00 Concrete Weir 03 11 10 Concrete Forming 03 15 12 PVC Waterstop 03 20 00 Concrete Reinforcing 03 20 60 Concrete Anchors 03 30 00 Cast-In-Place Concrete 03 35 10 Concrete Floor Hardener 03 41 35 Precast Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork

DIVISION 05 - METALS

05 50 00 Metal Fabrications

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

DIVISION 08 - OPENINGS

08 11 10 Steel Doors and Frames 08 31 20 Floor Access Hatches

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 11 – EQUIPMENT

11 24 24 Fall Protection System

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 30 Metal Building System 13 34 40 Control Building 13 34 50 O&M Yard

DIVISION 22 - PLUMBING

22 10 00 Plumbing

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 05 00 Common Work Results – HVAC 23 11 26 Liquid Petroleum Gas System 23 81 26 Split System Air Conditioners 23 82 39 Unit Heater

Table of Contents - 3

DIVISION 25 - INTEGRATED AUTOMATION

25 00 01 System Control and Monitoring

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 20 Conductors and Cables 26 05 26 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 90 Wiring Checkout and Tests 26 12 21 Dry-Type Transformers 26 24 10 Panelboards 26 24 20 Control Panels and Enclosures 26 27 30 Wiring Devices 26 32 10 Engine-Generator Set 26 36 23 Automatic Transfer Switch 26 42 13 Submerged Galvanic Anode Cathodic Protection 26 51 00 Interior Luminaires 26 56 00 Exterior Lighting

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 10 Diversion and Care of Stream During Construction 31 03 20 Cofferdam Construction 31 03 33 Removal and Control of Water 31 11 00 Clearing and Grubbing 31 13 13 Removal and Salvage of Trees 31 23 02 Compacting Earth Materials 31 23 10 Earthwork, General 31 23 11 Earthwork for Structures 31 23 12 Temporary Diversion System 31 23 20 Earthwork for Roadways 31 23 22 Pipe Trench Earthwork 31 23 39 Disposal of Excavated Materials 31 25 10 Temporary Erosion Control 31 37 00 Riprap, Grout, Boulders and River Grading

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 31 10 Chain Link Fence

DIVISION 33 - UTILITIES

33 09 16 Water Level Measuring Devices 33 21 10 Water Supply Well 33 36 00 Elevated Sand Mound System

Table of Contents - 4

33 42 40 Polyethylene Pipe Culverts 33 46 16 Geocomposite Drains

DIVISION 34 - TRANSPORTATION

34 71 15 Precast Concrete Vehicle Barriers

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 10 10 Fish Screens 35 10 11 Fish Screen Brush Cleaning System 35 10 13 Fish Screen Support Structure 35 21 10 Trashracks 35 21 20 Stoplogs 35 21 22 Stop-Planks 35 21 70 Trash Rake 35 22 08 Overshot Gate 35 22 10 Slide Gates and Actuators 35 23 31 Heat Tracing for Gates 35 23 50 Radial Gates 35 79 30 Debris Boom

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 10 Overshot Gate Hoist 41 22 32 Radial Gate Hoists

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Hydrographs 51 00 20 Travel Report 51 00 30 Hazardous Materials Survey 51 00 50 Water Quality Analysis 51 00 60 Dewatering and Unwatering Reports Form 51 00 70 Groundwater Readings 51 00 80 County Road Bridge Inspection Report 51 00 90 Photographs

DIVISION 52 - DRAWINGS

52 00 00 Drawings

DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS

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

SECTION D – NOT USED

Table of Contents - 5

SECTION E – INSPECTION AND ACCEPTANCE

E.1 52.246-12 Inspection of Construction

SECTION F – DELIVERIES OR PERFORMANCE

F.1 52.211-10 Commencement, Prosecution, and Completion of Work F.2 52.211.12 Liquidated Damages F.3 52.211-13 Time Extensions F.4 52.211-18 Variation in Estimated Quantity F.5 52.242-14 Suspension of Work

SECTION G – CONTRACT ADMINISTRATION DATA

G.1 1452.201-70 Authorities and Delegations – Department of the Interior G.2. WBR 1452.201-80 Contracting Officer’s Representative’s Authorities and

Limitations – Bureau of Reclamation G.3 DOI-AAAP-0028 Electronic Invoicing and Payment Requirements – Invoice

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

Assessment Reporting System

SECTION H – SPECIAL CONTRACT REQUIREMENTS

H.1 MB-1 Schedule of Values H.2 MB-2 Payment for Technical Data H.3 MB-12 Unilateral Modifications – Forward Pricing Rate

Agreement

PART II – CONTRACT CLAUSES

SECTION I – CONTRACT CLAUSES

I.1 52.252-2 Clauses Incorporated by Reference I.2 52.203-14 Display Hotline Poster(s) I.3 52.204-30 Federal Acquisition Supply Chain Security Act Orders -

Prohibition I.4 52.215-8 Order of Precedence – Uniform Contract Format I.5 52.219-4 Notice of Price Evaluation Preference for HUBZone Small

Business Concerns I.6 52.219-28 Post Award Small Business Program Rerepresentation I.7 52.223-3 Alt I Hazardous Material Identification and Material Safety Data

– Alternate I I.8 52.225-11 Buy American – Construction Materials Under Trade

Agreements I.9 52.228-2 Additional Bond Security I.10 52.228-15 Performance and Payment Bonds – Construction I.11 52.232-5 Payments Under Fixed-Price Construction Contracts I.12 52.232-27 Prompt Payment for Construction Contracts

Table of Contents - 6

I.13 52.236-1 Performance of Work by the Contractor I.14 52.236-2 Differing Site Conditions I.15 52.236-13 Alt I Accident Prevention – Alternate I I.16 52.236-21 Alt II Specifications and Drawings for Construction – Alternate II I.17 52.243-4 Changes I.18 52.246-21 Warranty of Construction I.19 52.252-6 Authorized Deviations in Clauses I.20 1452.203-70 Restrictions on Endorsements – Department of the Interior I.21 1452.204-70 Release of Claims – Department of the Interior I.22 WBR 1452.209-82 Prohibition on Release of Information – Bureau of

Reclamation I.23 1452.215-70 Examination of Records by the Department of the Interior I.24 WBR 1452.215-87 Incorporation of Technical Proposal – Bureau of

Reclamation I.25 WBR 1452.233-80 Asbestos-Free Warranty – Bureau of Reclamation I.26 WBR 1452.233-81 Safety and Health – Bureau of Reclamation I.27 WBR 1452.233-82 Ensuring Adequate COVID-19 Safety Protocols in Federal

Buildings and Federally Controlled Facilities – Bureau of Reclamation

I.28 1452.228-70 Liability Insurance – Department of the Interior I.29 WBR 1452.232-81 Alt I Payment for Mobilization and Preparatory Work – Bureau of Reclamation – Alternate I I.30 WBR 1452.236-84 Preservation of Cultural Resources – Bureau of

Reclamation I.31 WBR 1452.237-80 Alt III Security Requirements – Bureau of Reclamation – Alternate

III

I.32 WBR 1452.243-80 Alt II Modification Proposals – Bureau of Reclamation –

Alternate II

PART III – DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J – LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

Attachment No. 0001 General Decision No. MT20230077 Attachment No. 0002 Standard Form 24 – Bid Bond Attachment No. 0003 Subcontracting Plan

PART IV – REPRESENTATIONS AND CERTIFICATIONS

SECTION K – REPRESENTATIONS, CERTIFICATIONS, AND OTHER

STATEMENTS OF OFFERORS

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

Video Surveillance Services or Equipment K.3 52.204-29 Federal Acquisition Supply Chain Security Act Orders –

Representation and Disclosures K.4 52.209-7 Information Regarding Responsibility Matters K.5 52.209-12 Certification Regarding Tax Matters

Table of Contents - 7

K.6 52.209-13 Violation of Arms Control Treaties or Agreements – Certification

SECTION L – INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

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

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

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

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

Other Than Certified Cost or Pricing Data L.11 52.216-1 Type of Contract L.12 52.222-5 Construction Wage Rate Requirements – Secondary Site of the Work L.13 52.222-23 Notice of Requirement for Affirmative Action to Ensure

Equal Employment Opportunity for Construction L.14 52.225-12 Notice of Buy American Requirement – Construction

Materials Under Trade Agreements L.15 52.228-1 Bid Guarantee L.16 52.228-17 Individual Surety – Pledged of Assets (Bid Guarantee) L.17 52.236-27 Alt I Site Visit (Construction) – Alternate I L.18 52.236-28 Preparation of Proposals – Construction L.19 52.252-1 Solicitation Provisions Incorporated by Reference L.20 52.252-5 Authorized Deviations in Provisions L.21 1452.215-71 Use and Disclosure of Proposal Information – Department of the Interior L.22 WBR 1452.215-81 Proposal Instructions – Bureau of Reclamation L.23 WBR 1452.215-86 Intent to Incorporate Technical Proposal – Bureau of

Reclamation L.24 1452.233-2 Service of Protest – Department of the Interior (Jul 1996)

(Deviation) L.25 WBR 1452.236-85 Instruction for Mobilization and Preparatory Work

Schedule Line Item – Bureau of Reclamation

SECTION M – EVALUATION FACTORS FOR AWARD

M.1 WBR 1452.215-80 Source Selection Evaluation Procedures – Bureau of

Reclamation M.2 WBR 1452.215-82 Evaluation Factors for Award – Quality Predominance –

Bureau of Reclamation

Table of Contents - 8

END OF CONTENTS

SECTION A

SOLICITATION, OFFER, AND AWARD

(STANDARD FORM 1442)

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

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

PAGE OF PAGES

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)

R60

7. ISSUED BY

Bureau of Reclamation Missouri Basin Region Regional Office

PO Box 36900 Billings MT 59107

Bureau of Reclamation

Attn: MB-5000, Charlene Maurer 2021 4th Ave North Billings MT 59101

Charlene Maurer 4062477819

1x 12/11/2023

140R6024R0002

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

St. Mary Canal Diversion Works, Dam Replacement and Fish Modification, Milk River Project, Montana

The magnitude of this project is between $50 Million and $100 Million.

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

The Produce or Service Code (PSC) is: Z2KA - Repair or Alteration of Dams.

This Request for Proposal (RFP) is issued as Full and Open Competition.

Proposals are to be submitted via email to camaurer@usbr.gov. Reclamation's email servers limit attachments to 25 MB per message. Therefore, the offeror may need to submit multiple emails to ensure the Contract Specialist receives the complete proposal (Volumes 1-3).

The Offeror shall fill out the following:

Taxpayer Identification Number (TIN): ____________________

System for Award Management (SAM) Unique Entity Identification (UEI): ____________________

Commercial and Government Entity (CAGE) Code: ____________________

11. The Contractor shall begin performance within

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 1506 calendar days and complete it within ________________ ________________ calendar days after receiving

Paragraph F.1

02/09/2024

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. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

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

AMENDMENT NO.

DATE.

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

No further contractual document is necessary.

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

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

BY

2PAGE OF

R60

Bureau of Reclamation Invoice Processing Platform System Missouri Basin Region U.S. Department of Treasury Regional Office https://www.ipp.gov PO Box 36900 Billings MT 59107

Ryan Cope

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, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 8/2014) BACK

( ))(Paragraph G.1

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

140R6024R0002

00010 1 AU $_______________ St. Mary Canal Diversion Works

See Continuation of Section B - Supplies or Services and Prices/Costs (CLINS 1-65)

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

Sponsored by GSA

FAR (48 CFR) 53.110

SECTION B

THE SCHEDULE

St. Mary Canal Diversion Works Dam Replacement and Fish Modifications

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

ST. MARY CANAL DIVERSION WORKS

DAM REPLACEMENT AND FISH MODIFICATIONS

MILK RIVER PROJECT, MONTANA

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. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

(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 18 13 Utility Service Connections For the lump sum of $

3 01 52 10 Field Office 56 months $ $

4 01 52 20 Temporary Housing 50 months $ $

5 01 55 20 Traffic Control For the lump sum of $

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

6 01 91 13 Commissioning and Testing For the lump sum of $

7 02 41 10 Removal of Existing Features

For the lump sum of $

8 03 05 00 Concrete Weir For the lump sum of $

9 03 15 12 6-inch PVC Waterstops 3,500 lin ft $ $

10 03 20 00 Concrete Reinforcing 900,000 lb $ $

11 03 30 00 Cast-in-Place Concrete 6,240 yd3 $ $

12 03 30 00 Concrete Test Placement For the lump sum of $

13 03 35 10 Concrete Floor Hardener 2,500 ft2 $ $

14 05 50 00 Miscellaneous Metalwork For the lump sum of $

15 11 24 24 Fall Protection System For the lump sum of $

16 13 34 30 Metal Building System For the lump sum of $

17 13 34 40 Control Building For the lump sum of $

18 13 34 50 O&M Yard For the lump sum of $

19 25 00 01 System Control and Monitoring

For the lump sum of $

20 26 05 02 Control Building Electrical System

For the lump sum of $

21 26 05 02 Site Electrical System For the lump sum of $

22 26 32 10 Standby Engine-Generator Set

For the lump sum of $

23 26 42 13 Galvanic Anode Cathodic Protection System for Check Structure Radial Gates

For the lump sum of $

24 26 42 13 Galvanic Anode Cathodic Protection System for Sluiceway Radial Gates

For the lump sum of $

25 26 42 13 Galvanic Anode Cathodic Protection System for Overshot Gate

For the lump sum of $

B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

26 31 02 10 Water for Dust Abatement For the lump sum of $

27 31 03 20 Temporary Cofferdam Construction

For the lump sum of $

28 31 03 33 System Design For the lump sum of $

29 31 03 33 Dewatering Element Materials

For the lump sum of $

30 31 03 33 Dewatering System Installation and Removal

For the lump sum of $

31 31 03 33 Dewatering Operation For the lump sum of $

32 31 03 33 Observation Wells Materials, Installation, and Removal

For the lump sum of $

33 31 03 33 Unwatering System Materials, Installation, Operation, and Removal

For the lump sum of $

34 31 11 00 Clearing and Grubbing For the lump sum of $

35 31 13 13 Removal and Salvage of Trees

For the lump sum of $

36 31 23 11 Excavation for Structures 34,200 yd3 $ $

37 31 23 11 Excavation for Fish Return Tie-In Channel

250 yd3 $ $

38 31 23 11 Compacted Backfill about Structures

33,000 yd3 $ $

39 31 23 12 Temporary Diversion System

For the lump sum of $

40 31 23 20 Earthwork for Roadways For the lump sum of $

41 31 25 10 Temporary Erosion Control For the lump sum of $

42 31 37 00 Excavation of Rock Ramp and Low Flow Channel

1,570 yd3 $ $

43 31 37 00 Riprap Layer A 2,200 yd3 $ $

B - 4

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

44 31 37 00 Riprap Layer B 850 yd3 $ $

45 31 37 00 Riprap Bedding 670 yd3 $ $

46 31 37 00 Boulders 15 ea $ $

47 31 37 00 Grout for Rock 285 yd3 $ $

48 31 37 00 Grading of River Materials For the lump sum of $

49 32 15 10 Gravel Surfacing 1,010 yd3 $ $

50 33 09 16 Water Level Measuring Devices

For the lump sum of $

51 33 46 16 Geocomposite Drains For the lump sum of $

52 35 10 10 Fish Screens, Blank Panels, and Louvers

For the lump sum of $

53 35 10 11 Fish Screen Brush Cleaning System

For the lump sum of $

54 35 10 13 Fish Screen Support Structure

For the lump sum of $

55 35 21 10 Trashracks For the lump sum of $

56 35 21 20 Furnish and Test Stoplogs For the lump sum of $

57 35 21 22 Stop-Planks For the lump sum of $

58 35 21 70 Trash Rake For the lump sum of $

59 35 22 08 Overshot Gate For the lump sum of $

60 35 22 10 Slide Gates and Actuators For the lump sum of $

61 35 23 31 Heat Tracing for Radial Gates

For the lump sum of $

62 35 23 50 Radial Gates For the lump sum of $

63 35 79 30 Debris Boom For the lump sum of $

64 41 22 10 Overshot Gate Hoist For the lump sum of $

65 41 22 32 Radial Gate Hoists For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

B - 5

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

SECTION C

DESCRIPTION / 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 approximately 8 miles north of St. Mary, Montana in Glacier County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Constructing temporary diversion canal and temporary crossing.

B. Diversion and care of stream during construction.

C. Constructing cofferdam.

D. Removal and control of water.

E. Earthwork for structures, canal, and roadways.

F. Constructing cast-in-place concrete features.

G. Installing water supply well and system.

H. Furnishing and installing metal building system.

I. Providing system control and monitoring.

J. Furnishing and installing electrical features.

K. Furnishing and installing mechanical features

L. Removal of existing features.

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, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

Summary of Work

01 11 00 - 2

1.04 DEFINITIONS

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

1.05 ACRONYMS

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

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. USBR Cleaning Manual-2021 Inspection and Cleaning Manual for Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2012 Edition Available online at:

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

1.03 SUBMITTALS

A. Submit 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 on Government land.

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

1) Buildings and service areas including offices, Government housing, employee housing, utilities, batch plant (optional), laydown areas, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

1.04 PROJECT CONDITIONS

A. Government land required for construction facilities is shown on drawings.

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

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

Use of Site 01 14 10 - 2

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

D. Housing for construction personnel will be permitted on Government land, including housing for guards or watchmen as allowable.

1. Local housing will be permitted outside of Government land if available.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

1. Before bringing on site, clean construction equipment including pumps and other water conveyance 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 equipment onsite.

3.02 RESTORATION

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

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

Work Restrictions

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 WORK RESTRICTIONS

A. Public access is not open to the Contractor Use Areas shown on the drawings but no security (fencing, lights, etc.) are in place to prevent public access.

B. The Contractor shall maintain public use of roadways throughout the area not within the road closure limits, O&M road, and existing headworks during construction.

C. All public roadways shall remain open at all times throughout construction. Public shall be allowed access to their residences throughout construction.

D. Work shall be limited to Monday to Friday with 10-hour workdays except for the following removal and control of water activities. Extended shifts and additional shifts to the 10-hour workdays may be requested.

1. Monitor and maintain dewatering system continuously 24-hours a day while in operation.

2. Requests for extended shifts shall be submitted in writing 7-calendar days in advance for extended shifts and 14-calendar days in advance for additional shifts, and shall be subject to approval by the COR.

3. Dewatering system operation shall be in accordance with Section 31 03 33 – Removal and Control of Water.

E. Irrigation diversion flow shall be 650 cubic feet per second and may occur at any time between March 1 and October 1 (Diversion Season). Government will be responsible for operating existing structures in order to divert required water. If canal is used for dewatering discharge location, Contractor shall coordinate discharge with Government.

No feature of work shall impact the delivery of water.

F. In-water activities including cofferdam construction, in-water excavation, concrete placement in the wet, etc. cannot occur between January 1 and July 14. The only exception is maintenance or emergency repair of the cofferdam. For the remainder of the year, all equipment shall be removed from the river at the end of each work day.

Work Restrictions

01 14 12 - 2

G. Currently, existing sluiceway located on the river left provides fish passage at the existing dam during non-diversion season. Any in-river cofferdam construction or other work that blocks flow through the existing sluiceway shall not remain in place longer than 16 months unless the Contractor provides another method for fish passage at the existing dam.

H. Daily reductions or increases in canal flow cannot be more than 150 cfs per day.

I. Minimum flow depths in the river shall be a minimum of 6 inches for flows of 150 cubic feet per second and higher. This requirement shall be met in all locations from the existing dam to the new fish return for all construction sequences throughout the contract.

J. Temporary housing shall be the first feature of work completed. The housing shall be installed and occupiable prior to any other work beginning on-site.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Utility Service Connections

01 18 13 - 1

SECTION 01 18 13

UTILITY SERVICE CONNECTIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Utility Service Connections:

1. Payment: Lump-sum price offered in the Price Schedule.

a. Includes:

1) Permit application and filing fees for Non-Residential Service Application for Glacier Electric Cooperative Inc. (GEC).

2) Administrative and technical work performed by the Contractor to support and coordinate the work provided by GEC under this Section.

1.02 DEFINITIONS

A. Glacier Electric Cooperative Inc. is provider of electrical utility power.

B. Contractor is the entity charged with work described under this contract.

1.03 DESCRIPTION OF WORK

A. Electrical Work:

1. 3-phase service will be in place at the St. Mary’s Diversion Dam when this contract is awarded. Upgrades to the existing service is not required in this contract.

2. Contractor shall be responsible for work, coordination and permit fees and costs associated with:

a. Secondary lateral trenching, conduit and cabling between existing pad-mounted transformer and new components under this contract (CT cabinet, meter socket, etc.).

b. Connections to the main disconnecting means and to the load side of CT cabinet by the Contractor.

c. CT cabinet shall be purchased from Glacier Electric Cooperative Inc.

d. Installation of the CT cabinet with meter by-pass socket and all equipment after the existing pad-mounted transformer.

e. Excavation, compaction, and placement of a utility transformer pad meeting the requirements of Glacier Electric Cooperative.

Utility Service Connections

01 18 13 - 2

f. Ground rod for the transformer.

B. Responsibility of United States Bureau of Reclamation:

1. Authorizations necessary for contractor to make payments and applications to Glacier Electric Cooperative Inc. to complete all work associated with the electric utility service connection.

2. Verify that Glacier Electric Cooperative Inc. is informed of site excavation as planned.

C. Responsibility of Glacier Electric Cooperative Inc.:

1. Processing of application submitted by contractor.

D. Responsibility of Contractor:

1. Submission of application, payment of fees and any and all coordination with Utility Company necessary to complete the work falling under the responsibility of the General Electrical Contractor.

2. Coordinate with Glacier Electric Cooperative Inc. when excavation activities are performed in the area.

3. Verify with COR and Glacier Electric Cooperative that all components are furnished and installed prior to completion of contract for a fully functional system.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

A. Coordinate onsite work and site access with Glacier Electric Cooperative Inc.

B. Coordinate and perform earthwork, clearing, rock excavation and backfill, structure grounding, and furnishing and installing all materials.

Project Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT 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 SUBMITTALS

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

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

1. Provide draft agenda 24 hours before meeting time.

2. 12-week look-ahead schedule covering the following, as applicable:

a. Include detailed information for the first 4 weeks.

1) Include submittals in review by Government.

2) Include dates submittals will be transmitted to Government for review.

b. Include dates submittals for work occurring in weeks 5-12.

c. Shop fabrication review items and tasks.

d. Construction review items and tasks.

e. Review of planned and actual dates of activities.

f. Include dates of required quality control meetings (i.e., preparatory, initial, follow-up).

3. Work completed to date.

C. RSN 01 31 19-2, Weekly Coordination Meeting Minutes:

1. Meeting minutes from scheduled weekly coordination meetings to include the following:

a. Date, time, and list of attendees.

b. Summary of topics discussed.

c. List of action items including the following:

1) Description of action item.

2) Responsible party.

01 31 19 - 2

3) Date to be completed.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROJECT COORDINATION MEETINGS

A. The Contractor and Government shall hold weekly project coordination meetings to review ongoing construction activities and coordinate upcoming construction activities.

B. Contractor shall develop a weekly agenda that includes the following at a minimum:

1. Meeting minutes and action items from the previous weekly meeting.

2. Requests for Information (RFI) and resolution status.

3. Contractor Quality Control results and procedures including status of planning meetings for definable features of work under Section 01 46 00 – Quality Procedures.

4. Review of submittal register:

a. Status of submittal due dates, delivery time frames and Government review status.

5. 12-week look-ahead schedule.

6. Joint review of as-built drawings, at least monthly and prior to seasonal shutdown.

7. Safety related issues and resolution.

8. Any additional items requiring discussion as agreed upon by both parties.

C. The Contractor and Government shall make the following staff available to attend each weekly meeting at a minimum:

1. Contractor’s Project Manager, Superintendent, Quality Control Supervisor, and any pertinent subcontractors.

2. The Government’s COR, Project Manager, and Project Engineer.

3.02 12-WEEK LOOK AHEAD SCHEDULE

A. 12-week Look-Ahead Schedule:

1. Contractor shall prepare and issue a 12-week look ahead schedule to provide a detailed day-to-day plan of upcoming work identified on the Construction Schedule. Update each week in advance of the Project Coordination meeting to show the planned work for the current and following 11-week period.

01 31 19 - 3

a. Include upcoming activities and quality procedure meetings.

b. Identify critical path activities.

c. Ground disturbing activities

d. Changes to the dewatering system and dewatering discharge rates.

2. Schedule shall be bar chart type schedule, maintained separately from the Construction Schedule on an electronic spreadsheet program and provided in 11-inch by 17-inch PDF format.

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual

1.03 DEFINITIONS

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

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

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

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

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Oracle Primavera P6 Professional Project Management (.XER or .XML format).

2. Furnish schedule and analysis data.

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

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

01 32 10 - 2

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

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Primavera layout files (.plf).

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

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

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

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

h. Cash flow reports.

i. Activity value report.

D. RSN 01 32 10-3, Submittal Register:

1. Separate from scheduling database.

2. Include RSN’s in Table 01 33 00A – List of Submittals for the following Divisions:

a. Division 2 through 23.

b. Division 25 through 28.

c. Division 31 through 32.

d. Division 33 through 40.

3. Include RSN name and number, date scheduled for submittal, actual date of submittal, and status (e.g., approved, not approved, resubmittal required).

4. Account for Government review times per Section 01 33 00 – Submittals, Paragraph 1.06 A., and scheduling logic for work activities.

5. Update monthly.

E. RSN 01 32 10-4, Updated Schedule Reports:

1. In accordance with subparagraph (a)(i)(A) of the clause at FAR 52.232-27, Prompt Payment for Construction Contracts, Government disapproval of this

01 32 10 - 3 submittal will be considered failure of the Contractor to comply with contract requirements and payment due date will be delayed until 14 days after submittal contents are approved. Approval of this submittal is required for progress payments.

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.

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

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

f. Cash flow reports.

g. Activity value report.

h. Submittal register:

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

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

3) This register document is separate from scheduling database.

F. RSN 01 32 10-5, 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).

01 32 10 - 4

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.

G. RSN 01 32 10-6, Schedule of Values:

1. Submit a breakdown, in sufficient detail, for all lump-sum Contract Line Item Numbers listed in the Price Schedule to determine the value of progress payments:

a. Do not include mobilization and preparatory work item.

1.05 QUALIFICATIONS

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

1.06 GENERAL

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

1.07 SCHEDULES

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

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

Logically sequence activities.

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

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

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

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

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

01 32 10 - 5

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

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

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

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

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

1) Assign weather calendars to work impacted by weather.

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

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

dewatering., unwatering, storm water management) will not be subject to workday duration limitation.

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

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

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

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

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

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

13. Use finish to start logic relationships between activities.

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

b. Do not use negative lead or lag times.

14. Use durations in units of whole workdays.

15. Provide best estimate of time required to complete activity considering…