Solicitation_140R2022B0002_2022_05_16.pdf

Solicitation No. 140R2022B0002

Truckee Canal – Canal Lining STA. 650+00 to 838+00 and, Bango Check Modification and Fernley Check Replacement

Truckee Division

Newlands Project, Nevada

California – Great Basin

This page intentionally left blank.

Forward - Page 1 of 3

Forward The following information is provided to assist with bid preparation and submission specific to Bureau of Reclamation, Sacramento CA. It does not replace, alter or change any terms, conditions, or requirements of this solicitation. Bidders should review the Invitation for Bid (IFB) in its entirety and ensure that their bid package meets all the requirements contained in this solicitation.

The Federal Acquisition Regulation (FAR) contains the uniform policies and procedures for acquisitions by all executive agencies. Full text of FAR clauses and provisions referenced can be found at: https://www.acquisition.gov/browse/index/far.

Project Title: Truckee Canal – Canal Lining STA. 650+00 to 838+00 and, Bango Check Modification and Fernley Check Replacement

Solicitation Number: 140R2022B0002

All correspondence (via mail, subject of e-mail) needs to contain this solicitation number.

Solicitation Point of Contact:

Name: Grant A. Watkins Davis Address: 2800 Cottage Way Rm. E-1815, Sacramento, CA Title: Contract Specialist Phone: (916) 978-5147 Email: gwatkinsdavis@usbr.gov

Performance Location: Work is located approximately 46 miles northeast of Reno, Nevada, in

Lyon County.

Brief Description of Work:

A. Work is located at the Truckee Canal in the vicinity of, and within the City of Fernley, Nevada.

Entire Reach of Canal between Stations 650+00 to 838+00, earthen canal is to be lined with concrete over geomembrane composite.

B. Canal work is located at the Truckee Canal in the vicinity of Fernley, Nevada, in Lyon County.

Earthen canal is to be lined with concrete over geomembrane composite.

1. Canal lining will be performed, as shown on the Vicinity Map.

2. Canal lining work includes, but is not limited to the following:

a. Lining.

b. Armoring.

C. Check Structures to be modified / replaced are as follows:

1. Bango Check Structure: Located approximately 15 miles southeast of Fernley, Nevada, in

Churchill County.

2. Fernley Check Structure: Located within the City of Fernley, Nevada, in Lyon County.

https://www.acquisition.gov/browse/index/far

Forward - Page 2 of 3

Pre-Bid Site Visit:

An organized site visit has been scheduled for 26 May 22 at 10:30 a.m. Interested bidders shall make arrangements to attend the site visit by contacting Grant Watkins Davis and Todd Dooley at 916-978-5147 or, preferably, via e-mail gwatkinsdavis@usbr.gov and tdooley@usbr.gov. Section L FAR Part 52.236-27 Site Visit Alt I (Feb 1995) contains detailed information on the site visit.

Prospective bidders are strongly encouraged to attend the pre-bid site visit to gain a better understanding of the work requirements and site conditions.

Hard hats, safety boots, long pants, and safety vests are required.

Any questions asked at the site visit must be submitted in writing. Questions must be submitted to the solicitation point of contact, within a reasonable time to allow for a reply prior to the bid due date. Section L FAR Part 52.214-6 Explanation to Prospective Bidders (Apr 1984) specifies oral explanations or instructions given before the award of Contract will not be binding.

Responses to questions will be issued as an amendment of the IFB. Amendments must be acknowledged on the SF1442, Block 19 or by one of the methods identified on the SF30, Block

11. Failure to do so will disqualify the bid.

This project requires compliance with the latest edition of the Reclamation Safety and Health Standards (RSHS). Section I, WBR 1452.223-81 Safety and Health – Bureau of Reclamation (Jun 2015). http://www.usbr.gov/ssle/safety/RSHS/rshs.html. A review of this guidance is recommended prior to the site visit.

Submitting Bid:

Bids are due on the date and time specified on the SF1442, Solicitation, Offer, and Award, Block 13 to the address identified in Block 8. Include the Solicitation Number, point of contact name, and date and hour of the bid opening on the outside of the sealed bid.

If the IFB requires a bid on all items listed in the Price Schedule in Section B, a failure to do so will disqualify the bid.

Any bid, modification, or withdrawal received at the Government office designated in the IFB after the exact time specified for receipt of bids is “late” and will not be considered unless there is acceptable evidence to establish that it was received at the Government installation designated for receipt of bids and was under the Government’s control prior to the time set for receipt of bids. FAR Part 52.214-7 Late Submissions, Modifications, and Withdrawals of Bids (Nov 1999) contains additional information on late bids.

Electronic bids shall be submitted via email to: Grant A. Watkins Davis, Contract Specialist at gwatkinsdavis@usbr.gov.

Electronic bids are due no later than 15 June 22 at 5:00 pm Pacific Time.

mailto:gwatkinsdavis@usbr.gov http://www.usbr.gov/ssle/safety/RSHS/rshs.html

Forward - Page 3 of 3

Individuals attending the bid opening should arrive allowing adequate time to find a parking spot in the Federal Buildings large parking lot and be prepared for security screening.

All individuals attending the bid opening should report to the main entrance of the California Great Basin Regional Office located at 2800 Cottage Way Sacramento, California 95825. The bid opening will be held outside the cafeteria in the seating area.

Helpful hints for submitting a bid:

• the bid (SF1442) is complete and signed

• all price information in Schedule B is included and correct, without math errors

• all amendments have been acknowledged receipt of all amendments by one of the methods identified on the SF30, Block 11

• the required bid guarantee is included as specified in Section I, FAR Part 52.228-1 Bid Guarantee (Sep 1996)

• Section K - Representations, Certifications and Other Statements of Offerors and Section J Attachment 2 - Offeror Responsibility Information are completed and included with the bid

Any contractor interested in doing business with the government must register in the System for Award Management (SAM) database prior to bidding for a contract or agreement. An award will not be made if the contractor is not registered in SAM or has a status of expired.

SAM is a federal government owned and operated free website that consolidates the Central Contractor Registration (CCR), the Online Representations and Certifications Application (ORCA), and the Excluded Parties List System (EPLS). FAR Part 52.204-7 System for Award Management (Oct 2018) contains additional information regarding SAM Registration.

The vendor’s Unique Entity Identifier and banking Information are required for SAM registration.

Contractors may obtain information on registration and annual confirmation requirements via the SAM website accesses through https://www.sam.gov/SAM/pages/public/loginFAQ.jsf or by the federal Service desk at 1-866-606-8220.

Payment requests and/or invoices must be Submitted electronically through the U.S.

Department of the Treasury’s invoicing processing 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. Section G.4 contains detailed information on invoicing and IPP.

https://www.sam.gov/SAM/pages/public/loginFAQ.jsf https://www.ipp.gov/ mailto:ippgroup@bos.frb.org

Table of Contents - Page 1 of 1

TABLE OF CONTENTS

SECTION A - Solicitation, Offer and Award Form (SF 1442)

SECTION B - Pricing Schedule

SECTION C - Specifications/Appendices

SECTION D - Packaging and Marking

SECTION E - Inspection and Acceptance

SECTION F - Deliveries or Performance

SECTION G - Contract Administration Data

SECTION H - Special Contract Requirements

SECTION I - Contract Clauses

SECTION J - List of Documents, Exhibits, and Other Attachments

SECTION K - Representations, Certifications and Other Statements of Offerors

SECTION L - Instructions, Conditions and Notices to Offerors

SECTION M - Evaluation Factors for Award

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Newlands Project, Nevada Specifications No. 20-C0911

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

TRUCKEE CANAL – CANAL LINING STA. 650+00 to 838+00 and, BANGO CHECK

MODIFICATION and FERNLEY CHECK REPLACEMENT

TRUCKEE DIVISION

NEWLANDS PROJECT, NEVADA

B.1 PRICE SCHEDULES

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

(1) Offerors shall complete Price Schedules A through C. Offers for less than the total of Price Schedules A through C will be considered nonresponsive and will not be evaluated for award.

(2) Offers will be evaluated based on the total of Price Schedules A through C.

(3) The Government will award Price Schedules depending on available funds.

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

(c) Quantities in the Price Schedules 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 C-1.

(e) Definitions:

CLIN – Contract Line Item Number

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

B - 2

PRICE SCHEDULE A – BANGO CHECK STRUCTURE

CLIN Section Supplies or Services Quantity and Unit

Unit

Price

Amount

A-1 01 86 26 Complete Electrical System for Bango Check Structure

For the lump-sum of $

A-2 02 41 07 Modification of Existing

Bango Check Structure

For the lump-sum of $

A-3 03 30 00 Concrete for Bango Check

Structure

For the lump-sum of $

A-4 04 22 10 Reinforced Concrete Unit

Masonry Assemblies

For the lump-sum of $

A-5 05 50 00 Miscellaneous Metalwork for Bango Check Structure

For the lump-sum of $

A-6 08 11 10 Steel Doors and Frames For the lump-sum of $

A-7 08 91 20 Wall Louvers For the lump-sum of $

A-8 26 32 10 Engine-Generator Set For the lump-sum of $

A-9 26 42 11 Galvanic Anode Cathodic

Protection System for Radial

Gates

For the lump-sum of $

A-10 31 02 10 Water for Dust Abatement

A-11 31 03 33 Removal and Control of

Water

For the lump-sum of $

A-12 31 11 00 Clearing and Grubbing For the lump-sum of $

A-13 31 23 11 Excavation for Roads and

Structures

120 cu yd $ $

A-14 31 23 11 Embankment Fill 115 cu yd $ $

A-15 31 23 11 Gravel Surfacing 370 ton $ $

A-16 32 31 10 Barbed Tape For the lump-sum of $

A-17 35 21 21 Furnish, Deliver, and Test, Coated Bulkhead Gates

For the lump-sum of $

A-18 35 23 50 Bango Check Radial Gates

Fabrication

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

B - 3

PRICE SCHEDULE A – BANGO CHECK STRUCTURE

CLIN Section Supplies or Services Quantity and Unit

Unit

Price

Amount

A-19 35 23 50 Bango Check Radial Gates

Install

A-20 41 22 32 Radial Gate Hoists For the lump-sum of $

TOTAL FOR PRICE SCHEDULE A $_________________

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

B - 4

PRICE SCHEDULE B – FERNLEY CHECK STRUCTURE

CLIN Section Supplies or Services Quantity and Unit

Unit

Price

Amount

B-1 02 41 07 Demolition of Existing

Fernley Check Structure

For the lump-sum of

B-2 02 82 20 Fernley Pipe Asbestos

Abatement

For the lump-sum of $

B-3 03 30 00 Concrete for Fernley Check

Structure

490 cu yd $ $

B-4 04 22 10 Reinforced Concrete Unit

Masonry Assemblies

For the lump-sum of $

B-5 05 50 00 Miscellaneous Metalwork for Fernley Check Structure

For the lump-sum of $

B-6 08 11 10 Steel Doors and Frames For the lump-sum of $

B-7 08 91 20 Wall Louvers For the lump-sum of $

B-8 26 05 02 Fernley Check Structure

Complete Electrical System

For the lump-sum of $

B-9 26 42 11 Galvanic Anode Cathodic

Protection System for Radial

Gates

For the lump-sum of $

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

B-11 31 03 33 Removal and Control of

Water

For the lump-sum of $

B-12 31 11 00 Clearing and Grubbing For the lump-sum of $

B-13 31 23 11 Excavation for Roads and

Structures

880 cu yd $ $

B-14 31 23 11 Gravel Surfacing 140 tons $ $

B-15 31 23 11 Structural Backfill 530 cu yd $ $

B-16 32 31 10 Barbed Tape For the lump-sum of $

B-17 32 31 10 Chain Link Fence For the lump-sum of $

B-18 35 21 21 Furnish, Deliver, and Test

Coated Bulkhead Gates

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

B - 5

PRICE SCHEDULE B – FERNLEY CHECK STRUCTURE

CLIN Section Supplies or Services Quantity and Unit

Unit

Price

Amount

B-19 35 23 50 Fernley Check Radial

Gates Fabrication

For the lump-sum of $

B-20 35 23 50 Fernley Check Radial

Gates Install

B-21 41 22 32 Radial Gate Hoists For the lump-sum of $

TOTAL FOR PRICE SCHEDULE B $_________________

PRICE SCHEDULE C – CANAL LINING (STA. 650+00 to 838+00)

CLIN Section Supplies or Services Quantity and Unit

Unit

Price

Amount

C-1 WBR

1452.232

-81

Mobilization and

Preparatory Work

For the lump-sum of $

C-2 01 31 30 Contract Document

Management System

For the lump-sum of $

C-3 03 15 14 PVC Retrofit Waterstop 900 lin-ft $ $

C-4 03 30 00 Concrete for Canal Lining

Stations 650+00 to 838+00

17,500 cu yd

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

B - 6

PRICE SCHEDULE C – CANAL LINING (STA. 650+00 to 838+00)

CLIN Section Supplies or Services Quantity and Unit

Unit

Price

Amount

C-5 05 50 00 Miscellaneous Metalwork for Canal Lining

For the lump-sum of $

C-6 31 02 10 Water for Dust Abatement For the lump-sum of $

C-7 31 03 33 Removal and Control of

Water

For the lump-sum of $

C-8 31 11 00 Clearing and Grubbing For the lump-sum of $

C-9 31 23 11 Excavation for Roads and

Structures

4,500 cu yd $ $

C-10 31 23 11 Excavation for Canal Lining, Type A

25,000 cu yd

C-11 31 23 11 Excavation for Canal Lining, Type B

155,000 cu yd

C-12 31 23 11 Embankment Fill 2,100 cu yd $ $

C-13 31 23 11 Geomembrane Composite

Liner Bedding for Type B

Excavation Only

23,000 cu yd

C-14 31 23 11 Structural Backfill 4,300 cu yd $ $

C-15 31 32 36 Geomembrane Composite 190,000 sq yd

C-16 31 37 00 Riprap 1,700 cu yd $ $

C-17 35 69 20 Safety Cable with Floats

TOTAL FOR PRICE SCHEDULE C $_________________

TOTAL FOR PRICE SCHEDULES A, B, and C $_________________

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 12 40 Construction Sequencing 01 14 10 Use of Site 01 14 12 Work Restrictions 01 14 30 Interruption of Service 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 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 22 First-Aid 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 52 10 Field Office 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 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 86 26 Bango Structure Electrical Performance Requirements

DIVISION 02 - EXISTING CONDITIONS

02 41 07 Modification of Existing Check Structures 02 80 10 General Requirements for Asbestos Abatement

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

00 01 10 - 2

02 82 20 Removal and Disposal of Asbestos Containing Materials 02 83 35 Disposal of Scrap Metal

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 15 14 PVC Retro-Fit Waterstop 03 20 00 Concrete Reinforcing 03 20 30 Post-Installed Adhesive Anchors 03 30 00 Cast-In-Place Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork

DIVISION 04 - MASONRY

04 22 10 Reinforced Concrete Unit Masonry Assemblies

DIVISION 05 - METALS

05 50 00 Metal Fabrications

DIVISION 08 - OPENINGS

08 11 10 Steel Doors and Frames 08 71 00 Door Hardware 08 91 20 Wall Louvers

DIVISION 09 - FINISHES

09 96 20 Coatings

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 80 Wiring Checkout and Tests 26 27 40 Wiring Devices 26 32 10 Engine-Generator Sets 26 42 11 Galvanic Anode Cathodic Protection System for Immersed Gates 26 51 10 Lighting

DIVISION 31 – EARTHWORK

31 02 10 Water for Dust Abatement 31 03 33 Removal and Control of Water

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

00 01 10 - 3

31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 02 Compacting Earth Materials 31 23 11 Earthwork 31 23 39 Disposal of Excavated Materials 31 32 36 Geomembrane Composite 31 37 00 Riprap

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 31 10 Chain Link Fence

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 21 Bulkhead Gate 35 23 50 Radial Gates 35 69 20 Safety Cable with Floats

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 32 Radial Gate Hoists

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Photographs 51 00 15 Contractor Use Areas 51 02 83 Summary of Hazardous Materials Surveys and Analytical Results

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

END OF SECTION

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

00 01 10 - 4

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Canal work is located at the Truckee Canal in the vicinity of the City of Fernley, Nevada, in Lyon County.

1. Canal Lining between Stations 650+00 to 838+00, entire reach. Line earthen canal with concrete over geomembrane composite.

a. Canal lining will be performed, as shown on the Vicinity Map, drawing number 29-D-60116.

b. Canal lining work includes, but is not limited to the following:

1) Lining.

2) Armoring.

B. Check Structures Modifications / Replacement are as follows:

1. Bango Check Structure: Located approximately 15 miles southeast of the City of Fernley, Nevada, in Churchill County.

a. Bango Check Structure to be modified with a new control building, new Radial Gates with hoists and Bulkhead Gate.

b. Engine Generator Set and Enclosure.

2. Fernley Check Structure: Located within the City of Fernley, Nevada, in Lyon County.

a. Existing Fernley Check Structure is to be demolished and replaced with a New Check Structure located down stream of existing.

b. Installation of Control Building.

c. New Radial Gates with hoists and Bulkhead Gates.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Removing and modifying existing check structures.

B. Removal and control of water.

C. Earthwork for canal and check structure.

D. Canal lining with concrete.

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 11 00 - 2

E. Furnishing and installing geomembrane composite.

F. Furnishing and placing riprap.

G. Furnishing and placing gravel surfacing.

H. Constructing new cast-in-place concrete check structure.

I. Constructing new control buildings using cast-in-place concrete and masonry block.

J. Furnishing and installing miscellaneous metalwork.

K. Furnishing and installing steel doors and frames.

L. Furnishing and installing electrical system features.

M. Furnishing and installing chain link fence gates.

N. Furnishing and installing bulkhead gates.

O. Furnishing and installing radial gates.

P. Furnishing and installing radial gate hoists, controls and associated equipment.

Q. Furnish and install interior and exterior lighting.

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.

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.

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 11 00 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 11 00 - 4

Truckee Canal – Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Construction Sequencing

01 12 40 - 1

SECTION 01 12 40

CONSTRUCTION SEQUENCING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 OVERALL CONSTRUCTION SEQUENCING

A. Truckee Canal will be taken off-line in accordance with the requirements of Section 01 14 30 – Interruption of Service.

B. Refer to Section 01 14 30 – Interruption of Service for the allowable outage period and duration for the Truckee Canal.

C. Refer to Section 01 14 12 – Work Restrictions for dates of construction season and restrictions.

1.03 CANAL LINING CONSTRUCTION

A. Canal lining segment shall be constructed to ensure continuous operation of canal at the end of each outage:

1. Includes the following Stations:

a. Stations 650+00 to 838+00, coordinate stationing in accordance with drawings and COR.

1.04 CHECK STRUCTURE CONSTRUCTION

A. Bango Check Structure:

1. Ensure construction of Bango Check Structure does not exceed the duration of outage.

2. Fabrication and installation of the bulkhead gate should be completed before the canal is returned to operation.

B. Fernley Check Structure:

1. Excavation and concrete construction for the Fernley check structure, either the new or existing check structure at Fernley needs to be operational at the beginning of any irrigation season.

2. Fabrication and installation of the bulkhead gates should be completed before the canal is returned to operation.

Truckee Canal – Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Construction Sequencing

01 12 40 - 2

C. Concrete work for the check structure slab, walls, and operation deck may require cold weather protection.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

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 Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

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

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

1.03 SUBMITTALS

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

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

1. For each Contractor use site on Reclamation land.

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

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

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

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

4) First-aid stations.

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

6) Temporary fences.

b. Describe methods to preserve, protect, and repair, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 14 10 - 2 jobsite, which are not to be removed and which do not interfere with work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

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

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

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

1.04 PROJECT CONDITIONS

A. Reclamation land as shown on drawings may be used for required construction facilities.

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

COR.

C. Location, construction, operation, maintenance, and removal of construction facilities on Reclamation land will be subject to approval of COR.

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

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

F. Worksite is not secure and may be subject to vandalism or pilferage.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

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

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

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 14 10 - 3

3. Government will inspect construction equipment following procedures described in 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 Reclamation 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.

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 14 10 - 4

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 14 10 - 5

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

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 Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. American Association of State Highway and Transportation Officials (AASHTO)

1. AASHTO LRFD-12 Bridge Design Specifications

B. City of Fernley, NV

1. City of Fernley, NV Municipal Code

a. Available at: https://library.municode.com/nv/ fernley/codes/code_of_ordinances

1.03 DEFINITIONS

A. Construction Season: Dates in which contractor shall perform work.

1.04 WORK RESTRICTIONS

1. Work that impacts canal operations may be performed from October 1 through September 30, or as approved in writing by CO.

a. Work that does not impact canal operations may be performed with approval by CO.

b. Contractor shall not excavate canal lining beyond ability to complete lining prior to end of construction season.

c. Contractor shall plan sufficient time to install temporary lining at end of lined prism prior to end of construction season. This includes half the thickness of riprap layer, see drawing 29-D-60164 – Typical Canal Riprap Transition, extending a minimum of 66 feet longitudinally from the end of concrete liner.

B. Restrictions apply in and around the City of Fernley, NV:

1. Canal Lining and Check Structures affected by the Fernley Municipal Code are as follows:

a. Canal Lining Stations: 650+00 to 838+00 (Price Schedule C).

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Work Restrictions

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b. Fernley Check Structure, in Lyon County, (Price Schedule B).

2. Unrestricted Work is as follows:

a. Bango Check Structure, in Churchill County, (Price Schedule A).

3. No construction or other work is allowed during Federal Holidays.

C. Contractor vehicles shall be limited to HL-93 loading in accordance with AASHTO

LRFD.

D. Nevada DOT Bridge B-1707 is closed to construction traffic. Bridge carries Farm District Road south over the canal.

1. Coordinates:

a. Latitude: 39 degrees - 34’- 35.09”

b. Longitude: 119 degrees - 06” - 16.19”

E. Contractor vehicles shall be limited to 10 miles per hour along dirt access roads.

F. Contractor use of private land, see Section 01 14 10 – Use of Site.

G. Contractor may utilize Government roads and trails outside of the Contractor use area shown on the drawings with prior approval of CO.

H. Vehicle wheel loadings and equipment loads are not permitted when there is less than 2.5 feet of earthen cover over existing pipes and utilities. Take precautions to avoid damage to existing installations and utilities in accordance with Section 01 56 10 – Protection of Existing Installations and Section 01 56 15 – Protection of Existing Utilities.

1.05 PROJECT CONDITIONS

A. Ambient Temperature Range: -15 to 110 degrees Fahrenheit.

B. Altitude: 4,160 feet.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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Interruption of Service

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SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost in prices offered in Price Schedules for items of work for which interruption of services are required.

1.02 SUBMITTALS

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

B. RSN 01 14 30-1, Interruption of Service Request:

1. Area where work will be done (by number or other description).

2. Outline procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. Information indicating that required materials are on site or data indicating shipping dates of materials not on site.

8. Interruption of service request shall be made two weeks prior to outage.

1.03 PROJECT CONDITIONS

A. Coordinate and schedule interruption of services with COR:

1. Coordinate work with Government operations.

2. No specific interruption of service request will be considered unless:

a. COR has reasonable assurance that materials and equipment required for work will be onsite.

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Interruption of Service

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b. Contractor will be prepared to perform work on date and during period of time requested for specific interruption of service.

3. Allowable time and available interruption of service periods will govern interruption of service requests, work scheduling, onsite delivery of materials, and required drawings and data submittals.

4. Government will unwater the Truckee Canal to accommodate Contractor-requested and approved interruption of service only during the following intervals.

a. October 1, 2022 through September 30, 2023, or with written approval from COR.

b. Interruption of services may not exceed this twelve-month duration, without written approval from COR.

B. Any construction activities requiring the canal to be out of service (unwatered) shall be completed during the interruption of service. Construction activities that can be completed while the canal is in service may be completed outside of the interruption of service.

C. When work cannot be performed during an approved interruption of service period, notify COR that interruption of service is not required.

D. Show construction interruption of services in construction schedule.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Project Management and Coordination

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SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 PROJECT COORDINATION

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

1. Progress Review Meetings:

a. Meeting shall be held weekly using Microsoft Teams or equivalent virtual meeting software, unless otherwise determined by COR. Contractor shall prepare agenda and distribute 24 hours before the meeting.

b. Contractor shall prepare and distribute meeting minutes.

c. Attendees: Responsible representatives who have been fully informed of specifications with respect to technical requirements, and coordination necessary to complete construction. Representatives shall be determined on an as needed basis and typically should include:

1) Project Manager from Contractor.

2) Field Superintendent from Contractor.

3) COR or other Representatives from Government.

4) Representatives may attend by telephone and/or virtual conference.

d. Purpose:

1) Review, schedule, construction progress, and coordination.

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

b) Review safety, security, environmental, schedule, project issues and concerns, submittals, contractor Requests for Information (RFI), Requests for Proposals (RFP), pending Contract Modifications, and other project related items.

c) Provide three week look-ahead schedule at least 2 hours before start of meeting.

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Project Management and Coordination

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d) Review as-built drawings.

e) Provide meeting minutes from the previous weekly meeting.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Contract Document Management System

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SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Contract Document Management System:

1. Lump-sum prices offered in Price Schedules A through C.

1.02 DEFINITIONS

A. CDMS – Contract Document Management System.

B. RFI – Request for Information.

C. RFP – Request for Proposals.

D. RFC – Request for Change.

E. PM – Project Manager.

F. Reclamation - Government.

G. CMF - Contract Modification Form.

1.03 SUBMITTALS

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

B. RSN 01 31 30-1, Approval Data:

1. System provider experience, number of systems operating, references.

2. Documentation of system capabilities.

3. Instructions for system use.

C. RSN 01 31 30-2, Final Data:

1. DVD or CD of documents uploaded to CDMS.

1.04 QUALIFICATIONS

A. The system provider shall have at least 5 years of experience in providing the services required by this Section.

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1.05 SCOPE

A. The CDMS shall generate, store, track, categorize and manage all construction documentation. Construction Documentation includes, but is not limited to: Submittals (typically .pdf files of text documents or drawings); RFIs, RFCs, and RFPs; Contractor Proposals; Value Engineering Change Proposals; Invoices and Progress Payments;

Construction Schedules; Meeting Agendas and Meeting Minutes; Correspondence;

Memos and Deficiency Notices; Contract Modifications and similar documents.

Documentation may be prepared by the Construction Contractor or by Government.

B. Reclamation will be able to easily access documents and to track when documents were received or returned, as well as determine the status of the documents. Reclamation will be able to generate reports that list and sort the documents by status as well as generate alerts when documents requiring review exceed allowable review time. Document generation shall include submittals and RFIs, responses, Meeting Minutes, RFCs, RFPs, and correspondence.

C. Documents may be generated by either the Contractor or by Reclamation. Each party needs the capability to maintain document security within its organization unless/until it chooses to share it with the other party. Once documents are shared, they shall be secured so that no changes can occur without a record of the changes being made. The CDMS shall be capable of producing a complete and logically organized set of all documents within the CDMS in both .pdf and .xml format. The documents shall be downloadable to ftp sites where Reclamation and other organizations can each access their own data confidentially.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 REQUIREMENTS

A. Document Access:

1. Web-based document storage where all project construction documents are stored and may be accessed by authorized organizations and individuals via an internet site.

2. Accessed via Web Browser from any computer including remote sites with internet access. Compatible with Apple Safari, Mozilla Firefox, and Internet Explorer.

3. Ability to upload documents in a variety of formats including but not limited to Word, Excel, Adobe Acrobat, MS Project, Primavera 6.0 or higher, Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

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AutoCad 2020 or higher, and Contract Manager, and make them available to users for download. Documents shall be grouped into separate categories.

4. Reclamation Project Manager (PM) or other authorized user shall be able to create and modify project properties.

5. Email notifications shall be automatically sent to selectable users when new documents are submitted or available for viewing.

6. Print and Export all reports as pdf or printer friendly HTML, also exportable to Excel, XML, or CSV.

7. Ability to link from an item listed in a report directly to that item by selecting it.

8. Ability to link files.

B. Document Security and Backup:

1. SSL Encryption for secured data exchange between the browser and server to enable secure access to all documents and information.

2. Information security within and between organizations: Documents generated within an organization shall remain secure within that organization unless/until shared with other organization(s).

3. Project manager for each organization shall have capabilities to assign users within their organization to a project and to assign user rights which control access to documents based on user class and document type.

4. Backup/Archiving to FTP site of all documents to which an organization has access on a regular (minimum monthly) basis. Backups shall be in PDF format.

5. Tracking of all data changes including who entered or changed data and date change was made.

6. Ability to tell when reviewer has opened/read an item.

C. Submittal Tracking and Control:

1. Standard submittal form shall be provided to enter information. Contractor shall be able to enter submittal summary information including but not limited to required submittal number, title, description, and specification section and then upload submittal data in electronic format (Word or .pdf).

2. Ability to create multi-item submittal packages with separate per-item review status, transmittals, and re-submittals.

3. Software shall track date received, date returned, and status. Status designations can be modified to fit Reclamation standard designations.

4. Provide Submittal Transmittal form for PM to enter review comments and action taken.

5. Allow for PM to: Route submittal to third parties by generating design-review transmittals with each submittal package item; track the status of individual sub-

Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

01 31 30 - 4 items within the submittal package; and route each sub-item to the appropriate reviewers.

6. Ability to track the date the submittal/re-submittal was submitted and responded to, with automatic notification after specified number of days without response.

D. RFI Tracking and Control:

1. Provide standard RFI form to enter information.

2. Ability to attach documents to the RFI form and/or create links to other documents within the CDMS.

3. Ability for PM to route RFI to the appropriate reviewers and for reviewers to enter comments into standard response form.

E. Contract Modifications:

1. Provide standard Contractor Proposal form with ability to attach documents and link to other documents within the CDMS.

2. Provide ability to upload Reclamation’s standard CMF and RFP forms to enter information.

3. Ability to attach documents to these forms, and link to other documents within the

CDMS.

4. Ability to track date CMF issued and date responded to, with automatic notification after specified days without response.

F. Correspondence:

1. Ability to generate letters to or from Contractor or Reclamation, to attach documents to the letters, and to reference other documents within the CDMS.

System shall automatically assign sequential letter numbers.

2. Ability to generate responses to memos. System shall automatically generate memo suffixes, for example, the first response to Memo 32 shall be 32.1, second response shall be 32.2, etc.

3. Ability to generate Meeting Agendas and Meeting Minutes and to attach documents to the Minutes. System shall automatically assign sequential meeting numbers.

4. Official correspondence from Reclamation to Contractor shall contain Reclamation’s official letterhead and corresponding logos.

G. Miscellaneous Tracking and Controls:

1. Ability to Generate Logs Tracking: RFIs, RFCs, RFPs, Submittals, Memos, survey requests, plant inspection reports, and testing reports.

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2. Ability to Filter Logs Based on Criteria; for example, for Submittals:

Specification Section, Days Out, Status; for RFI’s: Days out, Status, Specification Section/Dwg. No., Responsibility.

3. Ability to Sort Logs Based on Criteria, for example, for Submittal: Specification Section, Days Out, Status, or other criteria determined by the Reclamation.

4. Ability to provide forms to match Reclamation’s Contract Modification form and Progress Payment form or other forms when needed.

5. Ability to track cost exposure with links to Requests for Information and Change Order Requests.

6. Ability to measure productivity benchmarks on a project, such as computing average review days for RFIs and submittals, categorize change orders and track total change order percentages by category.

7. Ability for Keyword Search of all documents in database.

8. Ability for CDMS Generated Notification via email to Team Members of; updates to project information; changes to project information; and alerts.

9. Ability for Reclamation to create Master List of Anticipated Submittals (“Schedule of Submittals”) and require Contractor to pick from that list when submitting submittal.

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Truckee Canal - Canal Lining Sta 650+00 to 838+00 and Bango Check Modifications and Fernley Check Replacement

Construction Program

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SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

1. Developing Baseline Schedule: Include in lump-sum prices offered in Price Schedules for Mobilization and Preparatory Work.

2. Updating and Using Construction Program: Include as part of Contractor’s overhead.

1.02 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.

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.04 SUBMITTALS

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

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

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

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

1. Designation of authorized representative to develop and maintain Construction Program. Include resume with training and experience.

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Primavera layout file (.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. Include planned number of work hours per day and hours per day for subcontractors.

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 may 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 file (.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

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01 32 10 - 3 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. 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.

3) Discuss contract milestones and significant activities that were started, continued, or completed during the update period or scheduled during the next update period.

f. Submittal Register:

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

2) Update Submittal Register monthly to include submittals and revised submittals. Register fields shall include RSN name and number, date submitted, date of response, status (e.g., approved, not approved, resubmittal required).

3) This register document is…