Attachment_1_00_00_01_Specifications_03022023.pdf

U.S. Department of the Interior March 2023

San Juan Lateral Water Treatment Plant

Navajo-Gallup Water Supply Project New Mexico

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San Juan Lateral Water Treatment Plant

Upper Colorado Region, New Mexico

FOREWORD

Work is located south of BIA Route 36 (N36) approximately 6.1 miles east of intersection of U.S. Highway 491 and N36. The intersection of U.S. Highway 491 and N36 is approximately 4 miles south of Shiprock, New Mexico, in San Juan County. Principal components of work include a new 18.8 MGD water treatment plant and associated components with capability to expand to 35 MGD.

PRE-BID SITE VISIT: A PREBID SITE VISIT WILL BE HELD ON ________, AT

__________, BEGINNING AT _________. OFFERORS ARE STRONGLY URGED TO

PARTICIPATE IN THE SITE VISIT. PROSPECTIVE BIDDERS SHOULD MAKE

ARRANGEMENTS BY CONTACTING __________ AT THE TELEPHONE NUMBER

LISTED ABOVE. ATTENDEES ARE TO PROVIDE AND WEAR SAFETY BOOTS,

HARD HATS, AND SAFETY VESTS. FAILURE BY OFFERORS TO INSPECT THE

SITE WILL NOT RELIEVE THEM OF THE RESPONSIBILITY TO PROPERLY

ESTIMATE THE DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE

WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND WITHIN THE

ALLOWED TIME.

FOR DATE AND PLACE OF BID OPENING, SEE "SOLICITATION, OFFER, AND

AWARD," STANDARD FORM 1442.

FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION

"RECLAMATION SAFETY AND HEALTH STANDARDS" WHICH IS APPLICABLE

TO WORK UNDER THIS CONTRACT, SEE CLAUSE AT WBR 1452.223-81, SAFETY

AND HEALTH.

San Juan Lateral – Water Treatment Plant Solicitation No.

Price Schedule

B - 1

SECTION B – SUPPLIES OR SERVICES AND PRICES

SAN JUAN LATERAL WATER TREATMENT PLANT

NAVAJO-GALLUP WATER SUPPLY PROJECT – NEW MEXICO

B.1 PRICE SCHEDULE

(a) Offers will be considered for award on the basis of the following Price Schedules but no offer will be considered for award on only a part of the Price Schedules. Government will award depending upon available funds.

(b) Failure to complete any Price Schedule will result in an incomplete offer that will not be considered. The Government reserves the right to award items designated as optional individually.

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

(d) Offerors are cautioned to carefully review the proposal submission requirements contained in Section L. Failure to comply with these requirements may result in an offer being determined technically unacceptable.

(e) The contract will be awarded to the offeror as detailed in Sections L and M.

(f) Definitions:

(1) CLIN – Contract Line Item Number

(g) Form J

(1) Include breakdown of the pricing as shown on Form J.

(2) Incorporate all construction work, although the WBS descriptions may not specifically identify each element of the Work.

(3) Revise Form J to add WBS Activities.

(4) Provide a comment on Form J or attach an explanation describing the reasons for each revision.

(5) Except as provided in this paragraph, do not revise Form J.

B - 2

PHASE 1

No pricing information shall be submitted with the Phase 1 Request for Qualifications / Statement of Qualifications

PHASE 2

All of the following (Table A, Price Schedule B, Price Schedule C and Price Schedule D) shall be submitted by the offerors on the short list for Bid Phase 2.

TABLE A – OVERHEAD AND PROFIT

Item Category Design, Percent

Construction, Percent

A-1 Job Management/General/Field Overhead Costs

A-2 Home Office Overhead (General and Administrative)

A-3 Profit

A-4 Bonds and Insurance

PRICE SCHEDULE B

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

B-1 01 81 05 Partnering (50 percent of total price of partnering)

For the lump sum of $

B-2 01 81 05 Design of Water Treatment Plant

For the lump sum of $

Subtotal FOR PRICE SCHEDULE B $_________________

Estimated NMGRT at 6.6250% for Price Schedule B (if applicable) $_________________

Estimated Navajo Nation Taxes at 6.00% for Price Schedule B (if applicable) $______________

TOTAL FOR PRICE SCHEDULE B $_________________

B - 3

PRICE SCHEDULE C

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

C-1 Form J 01 81 05

Construction of Water Treatment Plant

Lump Sum $

Subtotal FOR PRICE SCHEDULE C $_________________

Estimated NMGRT at 6.6250% for Price Schedule C (if applicable) $_________________

Estimated Navajo Nation Taxes at 6.00% for Price Schedule C (if applicable) _______________

TOTAL FOR PRICE SCHEDULE C $_________________

PRICE SCHEDULE D

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

D-1 01 81 05 Repair of San Juan Lateral (downstream/upstream)

Time-and-Materials $0.00 (not evaluated)

D-2 01 81 05 Start up and Commissioning of San Juan Lateral for Initial 6- Month Period

D-3 01 81 05 Start up and Commissioning of Water Treatment Plant for Initial 6-Month Period

For the lump sum of $

D-4 01 81 05 Operation and Maintenance of San Juan Lateral for 6-Month Period after Startup and Commissioning 6 Month Period

For the lump sum of $

D-5 01 81 05 Operation and Maintenance of Water Treatment Plant for 6-Month Period after Startup and Commissioning 6 Month Period

B - 4

PRICE SCHEDULE D

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

D-6 01 81 05 Optional Extended Operation and Maintenance of Lateral for 12-Month Period

For the lump sum of $(not evaluated as TEP)

D-7 01 81 05 Optional Extended Operation and Maintenance of WTP for 12-Month Period

For the lump sum of $(not evaluated as TEP)

Subtotal FOR PRICE SCHEDULE D $_________________

Estimated NMGRT at 6.6250% for Price Schedule D (if applicable) $_________________

Estimated Navajo Nation Taxes at 6.00% for Price Schedule D (if applicable)$ ______________

TOTAL FOR PRICE SCHEDULE D $_________________

END OF SECTION

SITE CIVIL Subfeatures Proposed Quantity Units Unit Price Total Price

A Grading CY Earthwork for site development B Storm Drain LS Enclosed Drainage (If applicable) C Base and Pavements LS Access and Parking D Sidewalk LS Building Access E Landscaping ACRE Permanent Erosion BMPs and Aesthetic Items F Fencing LS Site Perimeter and other proposal controlled access locations G Other Site Improvements LS Minor Architechture H Site Security LS Telecommunication, Cameras, Etc….

I Site Electrical LS Raceway, Cables, Conductors, Transformers, Switchgear J Generators and Emergency Power EA Backup Generator and Emergency Generators K Proposer Added Items Enter Unit Additional Items Included by the Proposer YARD PIPE Subfeatures A Yard Pipe (Type, Class, Size 1) LF Provide type and size of significant pipe B Yard Pipe (Type, Class, Size 2) LF C Yard Pipe (Type, Class, Size 3) LF D Valves (Type, Class, Size 1) EA Provide type and size of significant valves E Valves (Type, Class, Size 2) EA F Valves (Type, Class, Size 3) EA

G Pipe Exavation and Backfill CY Excavation and Backfill for Buried Pipe, valves, and vaults

H Small Vaults and Buried Pipe Access EA Concrete or Other to access valves, controls, pressure gauges etc.

I Proposer Added Items Enter Unit Additional Items Included by the Proposer

Building #1 Subfeatures A Structural Excavation and Backfill CY Earthwork for building foundation B Foundation and Structural Concrete CY Concrete for building foundation, walls, colums, etc C Metal Superstructure SF Structural Steel, roof panels, wall panels, access hatches D Process Piping CY Pipe, fittings, supports E Valves EA Control valves, check valves, PRV, tecss F Water Treatment Process Equipment LS Tanks, Filters, Chemical Storage Tanks, Chemical Feed Systems, Etc G HVAC LS All Heating and ventilcation H SCADA LS Monitoring and Control Devices I Electrical LS Building lighting and electrical J Fire Protection LS Alarms and automatic protection systems K Proposer Added Items Enter Unit Additional Items Included by the Proposer Building #2 Subfeatures A Structural Excavation and Backfill CY Earthwork for building foundation B Foundation and Structural Concrete CY Concrete for building foundation, walls, colums, etc C Metal Superstructure SF Structural Steel, roof panels, wall panels, access hatches

Schedule of Values for CLIN C-1

FORM J

PROPOSER'S SCHEDULE C: PRICE ALLOCATION FORM

(See Book 2, Section 2- Exhibit A, Work Breakdown Structure)

Proposed Major Feature Itemization Scope Description

Schedule of Values for CLIN C-1

FORM J

PROPOSER'S SCHEDULE C: PRICE ALLOCATION FORM

(See Book 2, Section 2- Exhibit A, Work Breakdown Structure)

Proposed Major Feature Itemization Scope Description

D Process Piping CY Pipe, fittings, supports E Valves EA Control valves, check valves, PRV, tecss F Water Treatment Process Equipment LS Tanks, Filters, Chemical Storage Tanks, Chemical Feed Systems, Etc G HVAC LS All Heating and ventilcation H SCADA LS Monitoring and Control Devices I Electrical LS Building lighting and electrical J Fire Protection LS Alarms and automatic protection systems K Proposer Added Items Enter Unit Additional Items Included by the Proposer Building #3 Subfeatures A Structural Excavation and Backfill CY Earthwork for building foundation B Foundation and Structural Concrete CY Concrete for building foundation, walls, colums, etc C Metal Superstructure SF Structural Steel, roof panels, wall panels, access hatches D Process Piping CY Pipe, fittings, supports E Valves EA Control valves, check valves, PRV, tecss F Water Treatment Process Equipment LS Tanks, Filters, Chemical Storage Tanks, Chemical Feed Systems, Etc G HVAC LS All Heating and ventilcation H SCADA LS Monitoring and Control Devices I Electrical LS Building lighting and electrical J Fire Protection LS Alarms and automatic protection systems K Proposer Added Items Enter Unit Additional Items Included by the Proposer

Pump Station Subfeatures A Structural Excavation and Backfill CY Earthwork for building foundation B Foundation and Structural Concrete CY Concrete for building foundation, walls, colums, etc C Metal Superstructure SF Structural Steel, roof panels, wall panels, access hatches D Process Piping CY Pipe, fittings, supports E Valves EA Control valves, check valves, PRV, etc F Distribution Equipment LS Pumps, Air Chambers, Compressors, Meters G HVAC LS All Heating and ventilcation H SCADA LS Monitoring and Control Devices I Electrical LS Building lighting and electrical J Fire Protection LS Alarms and automatic protection systems K Proposer Added Items Enter Unit Additional Items Included by the Proposer Backwash Ponds Subfeatures A Structural Excavation and Backfill CY Excavation/Grading B Foundation and Structural Concrete SY Liner C Process Piping CY Bedding/Surfacing Material D Distribution Equipment LS Pipe, fittings, supports E SCADA LS Pumps and Vaults

NOTE TO PROPOSER: CREATE A MAJOR FEATURE AND BUILDING SUBFEATURES (A THROUGH K) FOR EACH MAJOR BUILDING IN THE PROPOSED DESIGN

Schedule of Values for CLIN C-1

FORM J

PROPOSER'S SCHEDULE C: PRICE ALLOCATION FORM

(See Book 2, Section 2- Exhibit A, Work Breakdown Structure)

Proposed Major Feature Itemization Scope Description

G Proposer Added Items Enter Unit Additional Items Included by the Proposer Clearwell Subfeatures A Structural Excavation and Backfill CY Earthwork for foundation B Foundation and Structural Concrete CY Concrete for Foundations C Storage Tank LS Concrete or Steel Clear Well Tanks C Process Piping LF Pipe, fittings, supports D Distribution Equipment LS Pumps E SCADA LS Monitoring and Control Devices F Electrical LS Electrical G Proposer Added Items Enter Unit Additional Items Included by the Proposer General Requirements Subfeatures A Mobilization LS Labor and Equipment mobilization B Quality Control LS QC Inpsection and Testing C Bonds LS Performance and Payment Bonds D Insurance LS General Liability Additive Costs Subfeatures C Risk LS Provide cost risk back up D Escalation LS Escalation % and duration

PROPOSER'S SUBTOTAL $0.00

New Mexico Gross Reciepts Tax xx % of Subtotal TERO xx % of Subtotal

PROPOSER'S PRICE: CLIN C-1 $0.00 Total Construction and Commissioning Price

CERTIFICATION

___[Proposer’s Name]_____agrees that all Work necessary for the Project including the Basic Configuration, 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 16 Work Sequence 01 14 10 Use of Site 01 20 10 Risk Management Requirements 01 24 13 Value Engineering 01 31 04 Partnering 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 01 32 10 Design and Construction Program 01 33 00 Submittals 01 33 26 Electrical and Control Drawings and Data 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 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 60 Protected Species 01 57 90 Preservation of Historical and Archaeological Data 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents 01 79 20 Training 01 81 05 General Performance Requirements 01 81 07 San Juan Lateral Performance Requirements 01 81 10 General Pipe Performance Requirements 01 81 13 Sustainable Design Performance Requirements 01 81 16 General Pump Performance Requirements 01 81 20 Programming Performance Requirements 01 82 13 Geotechnical and Foundation Performance Requirements 01 83 00 Building Performance Requirements 01 83 13 Superstructure Performance Requirements 01 83 19 Roofing Performance Requirements

00 01 10 - 2

01 84 13 Interior Performance Requirements 01 84 16 Exterior Performance Requirements 01 84 19 Interior Finishes Performance Requirements 01 85 00 Material Handling Equipment Performance Requirements 01 86 13 Fire Suppression Performance Requirements 01 86 16 Plumbing and Valves Performance Requirements 01 86 19 HVAC Performance Requirements 01 86 25 System Controls and Monitoring Performance Requirements 01 86 26 Electrical Performance Requirements 01 86 27 Instrumentation Performance Requirements 01 86 28 Induction Motor Performance Requirements 01 86 29 Communications Performance Requirements 01 86 30 Information System Security Performance Requirements 01 86 33 Electronic Safety and Security Performance Requirements 01 86 34 Fire Detection and Alarm Performance Requirements 01 86 46 Water Treatment Performance Requirements 01 89 09 Coating Performance Requirements 01 89 16 Site Performance Requirements 01 89 19 Process Piping Performance Requirements 01 89 23 Yard Piping and Valves Performance Requirements 01 89 27 Cathodic Protection Performance Requirements 01 89 34 Piping and Valves for Large Diameter Pipe Performance Requirements 01 89 35 Storage Tank Performance Requirements 01 89 37 Air Chambers Performance Requirements 01 89 39 Mechanical Systems Performance Requirements 01 89 44 Treated Water Pump Performance Requirements 01 91 13 Building Commissioning 01 91 16 Facility Commissioning

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 30 10 Space Utilization Requirements 51 00 20 Influent Water Quality Basis of Design * 51 00 40 Automation Graphic Displays * 51 00 50 Memorandum of Understanding * 51 00 60 SJWTP Appraisal Study*

* Available upon request after RFQ phase.

DIVISION 52 - DRAWINGS

52 00 00 Drawings

00 01 10 - 3

DIVISION 53 - GEOLOGIC INVESTIGATIONS AND RECORDS

53 10 00 Geologic Investigations 53 20 00 Records of Geologic and Subsurface Investigations 53 30 00 Preliminary Geologic Design Data Report 53 30 10 Preliminary Laboratory Analysis 53 30 20 2022 Preliminary Laboratory Analysis

END OF CONTENTS

00 01 10 - 4

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located south of BIA Route 36 (N36) approximately 6.1 miles east of intersection of U.S. Highway 491 and N36. The intersection of U.S. Highway 491 and N36 is approximately 4 miles south of Shiprock, New Mexico, in San Juan County. Refer to Section 52 00 00 - Drawings for vicinity and location maps.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Water Treatment Plant Design and Construction:

1. 18.80 million gallons per day (MGD) water treatment plant (WTP) at Phase 1, with infrastructure ready for expansion to 37.6 MGD Phase 1 capacity capable of turn down to 3.0 MGD at startup during 24 hours of operation.

2. Water Treatment Process: Design and build Conventional (coagulation, sedimentation, media filtration) and Granular Activated Carbon WTP.

3. Components

a. Pipeline connection to Reach 3 at WTP boundary.

b. Main process area.

c. Operation and maintenance area.

d. Ancillary process structures including chemical storage.

e. Pumping plant to convey treated water to the Reach 4A Pipeline project connection point at WTP boundary.

f. Pipeline connection to Reach 4A at WTP boundary.

g. Design high voltage interface with NTUA’s 13.2/7.62 kV distribution circuit.

h. Administration Building.

4. Testing, training, and commissioning.

5. Demonstration test operation period, including maintenance.

B. San Juan Lateral:

1. Reclamation and their partners have constructed or are constructing water conveyance facilities from San Juan River Intake, to San Juan Generating Station Reservoir, through San Juan Lateral Water Treatment Plant, to the City of Gallup and neighboring communities.

01 11 00 - 2

2. Refer to Table 01 11 00A – San Juan Lateral Facilities for details on Facilities include:

Table 01 11 00A – San Juan Lateral Facilities

Reach Year Main Feature Pipe

Diameter (inches)

Pipe Type Available Documents*

Reclamation Facilities San Juan River Intake/Pumping Plant

2026 Updates to existing PP/Intake

- 30 Percent Design

Reach 1 Existing San Juan Generating Station Reservoir

2026 Outlet Modifications

- 30 Percent Design

Pumping Plant 1 2027 - No Design Completed. Facility will be similar to Tohlakai Pumping Plant, without chlorination.

Reach 2-3 2027 19 miles of pipe

36-42 Not installed yet

60 Percent Design

Reach 4A-4B 2025 17 miles of pipe

42 Not installed yet

100 Percent Construction Documents

Reach 4C-8 2022 29 miles of pipe

42-48 Steel – Welded Joints

As-built Drawings.

Design Summary

Pumping Plant 2-3 2025 - 100 Percent Construction Documents. Design Summary

Pumping Plants 4 and

2023 - 100 Percent Construction Documents. Design Summary

Block 9-11 2021 28 miles of pipe

42- 48”

Steel – Bell and Spigot

As-built Drawings.

Design Summary

Reach 12A 2013 4 miles of pipe

42” Steel – Bell and Spigot

As-built Drawings.

Design Summary

Tohalkai Pumping Plant 2018 As-built Drawings.

Design Summary

Reach 12B 2018 1.5 miles 36” Steel – Bell and Spigot

As-built Drawings.

Design Summary

Navajo Code Talkers Sublateral (12.1-12.2)

2023 17 miles of pipe

24- 30”

Steel – Bell and Spigot

As-built Drawings.

Design Summary

NTUA Facilities Shiprock Connection Crownpoint (Reach 10.1/10.2/10.3/10.3.1)

Pumping Plant 12 and

Coyote Canyon (Reach 10.1)

Reach 14.1/14.2

01 11 00 - 3

Table 01 11 00A – San Juan Lateral Facilities

Reach Year Main Feature Pipe

Diameter (inches)

Pipe Type Available Documents*

Pumping Plant 14.1 and 14.2

Reach 14.6a Pumping Plant 14.6a Pumping Plant 14.7a Reach 14.8a

Gallup Facilities Gamerco Tank (?)

Pumping Plant 8 Gallup Regional System

* Documents will be available to bidders invited to propose on the project, after the RFQ phase.

3. Design and Construction:

a. Review as-built and construction drawings. Perform field inspection of existing facilities.

b. Design and construct Shiprock connection for treated water from the

Water Treatment Plant to the northwest corner of the WTP site.

c. Determine and perform required repairs.

d. Integrate the WTP operation into the operation of the raw water conveyance system, treated water conveyance/disinfection system, and finished water distribution system.

e. Provide Testing, training and commissioning.

f. Demonstration test operation period, including maintenance.

C. Operation

1. River and Raw Water Conveyance Systems.

2. San Juan Lateral Water Treatment Plant.

3. Treated Water Conveyance/Disinfection System.

4. Finished Water Distribution System (aka Wholesale System).

D. Future Installation Considerations:

1. 18.8 MGD expansion of Phase 1 WTP to Phase 2 capacity of 37.6 MGD, including area allocated for sludge drying beds at Phase 2 Average Day Demand capacity.

2. Expandable infrastructure to accommodate increasing flows over time up to Phase 2 capacity for final build out.

3. 3.5 acres on the WTP property for a future onsite San Juan Lateral maintenance facility on the WTP property but outside of the perimeter fence.

01 11 00 - 4

1.03 SPECIFICATIONS REQUIREMENTS

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

B. 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.

B. CE: Construction Engineer.

C. CO: Contracting Officer.

D. COR: Contracting Officer’s Representative.

E. NTUA: Navajo Tribal Utility Authority.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Work Sequence

01 12 16 - 1

SECTION 01 12 16

WORK SEQUENCE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. In accordance with Section 01 81 05 - General Performance Requirements.

1.02 WORK SEQUENCE

A. Government is flexible to an alternate approach to packaging the design and construction submittals (submittal register). The Contractor may propose an alternative approach including fast-tracking via Early Work Packages. Update submittal register during the initial design stages of the project.

B. Reclamation will provide informational comments on the Request for Proposal Design to the selected contractor 30 days after issuance of Notice to Proceed.

C. Fast-tracking via Early Work Packages:

1. After issuance of Notice to Proceed, Contractor may begin construction on Early

Work Packages that Navajo Nation EPA, USEPA, and NMED have reviewed and accepted for constructing the completed design submittal requirements of the applicable package.

2. As the owner of the facilities, Reclamation may need to submit packages to the approving authorities. Coordinate submittal of packages with Reclamation.

3. Early Work Packages shall be complete and self-standing without references to other documentation or packages.

4. Government will not grant a time extension for a design re-submittal when, in the opinion of the CO, the initial submission failed to meet minimum performance requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Work Sequence

01 12 16 - 2

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. In accordance with Section 01 81 05 - General Performance Requirements.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. Cleaning Manual Inspection and Cleaning Manual for Equipment and

Vehicles to Prevent the Spread of Invasive Species (Technical Memorandum No. 86-68220-07-05) 2012 Edition. Available online at:

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. Use site on Right-of-Way (ROW) or easements:

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

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

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

3) Utilities including gas, air, power, and water lines; fire hydrants;

and compressor station.

4) First-aid and medical facilities.

5) Water and sanitary waste plan.

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

concrete batching and mixing plant; and concrete conveying, placing, and concrete washouts.

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

8) Temporary fences.

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

01 14 10 - 2

b. Describe methods to preserve, protect, and repair, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to 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 reseed disturbed areas in accordance with 32 92 20 – Seeding.

d. Describe methods to protect, and repair, existing improvements, and utilities at or near jobsite.

e. 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 Federal land made during design and erection stages or after use of Federal land is in operation.

C. RSN 01 14 10-2, Optional Onsite Security Plan:

1. Schedule for single individual to live on job site to provide full-time inhabitance including estimated or fixed dates.

2. Residence facilities, indicating:

a. If existing job trailer will be used or if a new trailer will be placed onsite.

b. Utilities for residence facility to be used and if modifications are required:

1) Electric.

2) Water.

3) Waste management.

c. Any changes required to existing site security lighting.

3. Map showing residence facility in relation to overall site, including plant, construction trailer, etc.

4. Other items not listed pertinent to additional site use.

1.04 PROJECT CONDITIONS

A. ROW or Easements as shown on drawings may be used for required construction facilities:

1. Refer to Staging Area drawing for approved location of construction trailers.

2. Include space and hookups for Government construction trailers.

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

1. Prior to using land outside of ROW, obtain cultural and environmental approvals in accordance with Sections 01 31 19 – Project Management and Coordination and 01 57 90 – Preservation of Historical and Archeological.

01 14 10 - 3

C. Location, construction, operation, maintenance, and removal of construction facilities on ROW or Easements will be subject to approval of COR.

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

E. See 01 51 00 – Temporary Utilities.

F. Optional (not required), limited Contractor-provided housing for onsite security team member will be permitted with approved RSN 01 14 10-2.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction Equipment:

1. In accordance with Cleaning Manual.

2. 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.

3. Contractor cleaning procedures shall result in equipment and vehicles being cleaned as well or better than procedures described in Cleaning Manual.

4. COR will inspect construction equipment following procedures described in Cleaning Manual before allowing equipment onsite.

3.02 RESTORATION

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

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

C. After completion of work, regrade and scarify Easements and ROWs 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 in accordance with SWPPP and Section 01 57 30 – Water Pollution Control.

01 14 10 - 4

Risk Management Requirements

01 20 10 - 1

SECTION 01 20 10

RISK MANAGEMENT REQUIREMENTS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. In accordance with Section 01 81 05 - General Performance Requirements.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals and Section 01 12 16 - Work Sequence.

B. Design Submittals: Refer to Section 01 81 05 - General Performance Requirements.

1.03 QUALIFICATIONS

A. Risk Manager:

1. Minimum 10 years’ experience preparing, facilitating and modeling:

a. Risk management plans for work of similar complexity and contract value.

b. Schedule risk analysis for work of similar complexity and contract value.

2. May have collateral duties including construction scheduler.

B. Construction Scheduler:

1. Minimum 10 years’ experience preparing detailed construction schedules of similar scope with the ability to modify in response to different scenarios and possible changes to scope, sequence, and other variations.

2. May have collateral duties including risk manager.

1.04 RISK MANAGEMENT PLAN

A. Define how risks shall be identified.

B. Specify how Schedule Risk Analysis shall be developed and executed.

C. Define how response strategies for risks shall be developed.

D. Specify how risks shall be controlled or mitigated for the work.

E. Identify roles and assign responsibilities for the Contractor and COR for each component of the Risk Management Plan.

01 20 10 - 2

1.05 SCHEDULE RISK ANALYSIS

A. Risk Identification Sessions:

1. 30 days before 30, 60, 90, and 100 Percent Designs.

2. Risk Manager shall present purpose of Schedule Risk Analysis, how process works, and products generated from analysis.

3. Include Contractor representatives deemed necessary by Risk Manager, COR, and other stakeholders requested by the COR.

4. Provide meeting facility preapproved by the COR.

5. Duration: Subject to time needed to satisfy the Risk Manager, COR, and

Contractor that risks have been identified and discussed.

6. Update Risk Register during session. Include:

a. Risk Number, Risk Summary Description, Expanded Description of the Risk, Risk Responsibility, Session Discussion, and Responsible Person for Management of the Risk Mitigation Measures.

b. Identified risks during the session, whether determined pertinent or not.

B. Risk Register:

1. For the Request for Proposal Design, develop a Risk Register that identifies Risk

Number, Risk Summary Description, Expanded Description of the Risk, and Risk Responsibility.

2. Prior to 60, 90, and 100 Percent Designs, distribute draft update from Risk Identification Session to participants for review and comment.

a. Risk Manager shall review comments and document reasoning for inclusion or exclusion in Risk Register.

b. Include in final report generated for analysis.

C. Schedule Risk Analysis model in table format:

1. Risk Number, Risk Summary Description, Variance Distribution, Correlation to

Other Risk Items, Estimated Schedule Impacts (Low, Most Likely, High)

2. Documentation and calculations for the development of Estimated Schedule

Impacts.

3. Documentation of the software used to run the Monte Carlo method.

D. Schedule Risk Analysis Report:

1. Prior to 60, 90, and 100 Percent Designs, distribute draft Schedule Risk Analysis for review and comment. Include:

a. Date, times, location, and list of attendees at the Risk Identification

Session.

01 20 10 - 3

b. Risk Register and documented responses noted.

c. Schedule Risk Analysis model utilizing the Monte Carlo method.

d. Sensitivity analysis.

e. A probability frequency curve with the minimum statistics:

1) Trials.

2) Base Case (Most Likely).

3) Mean.

4) Median.

5) Standard Deviation.

6) Variance.

7) Skewness.

8) Kurtosis.

9) Minimum.

10) Maximum.

11) Percentiles in 10 percent increments ranging from 0 percent to

100 percent with forecast values.

f. Details of each risk element in the model to include:

1) Distribution assumptions assigned.

2) Low, Most Likely, High Values (Schedule).

2. Risk Manager shall review comments and document reasoning for inclusion or exclusion in Risk Register. Include in final report.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 20 10 - 4

Value Engineering

01 24 13 - 1

SECTION 01 24 13

VALUE ENGINEERING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. In accordance with Section 01 81 05 - General Performance Requirements.

1.02 REFERENCE STANDARDS

A. ASTM International (ASTM)

1. ASTM E1699 Performing Value Analysis (VA) of

Buildings and Building Systems and Other Construction Projects

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals and Section 01 12 16 - Work Sequence.

B. RSN 01 24 13-1, Value Team Members:

1. A list of each team member’s profession or specialty.

2. Provide a diverse group of four design and construction professionals. Include a cost estimator.

1.04 SCHEDULE

A. Include value engineering on the Baseline Schedule - Design detailed in Section 01 32 10

- Design and Construction Program.

B. Reclamation will conduct value engineering study in accordance with ASTM E1699 within 60 days after the Contractor submits the 30 Percent Design.

1. Reclamation will provide certified value engineering facilitator, along with four design and construction professionals.

2. Contractor shall participate in the value engineering study.

C. Reclamation will issue a Value Engineering Report within 21 days after value engineering study completion.

D. Reclamation will issue a draft Accountability Report within 30 days after issuing the Value Engineering Report. Reclamation will issue a final Accountability Report within 45 days after issuing the Value Engineering Report.

Value Engineering

01 24 13 - 2

1.05 VALUE ENGINEERING STUDY FOCUS AND SAVINGS

A. Study Focus:

1. Construction cost savings that does not affect the quality of the final product.

2. Improving the quality of the building and life cycle cost savings.

B. Use construction savings from the study to offset additional up front cost generated by a proposal with life cycle cost savings.

1.06 VALUE ENGINEERING CHANGE PROPOSALS

A. May be submitted after the Accountability Report has been issued.

B. Attach a letter from the designer explaining why idea initially rejected is now acceptable.

Include changed conditions that make idea acceptable.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Partnering

01 31 04 - 1

SECTION 01 31 04

PARTNERING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. In accordance with Section 01 81 05 - General Performance Requirements.

1.02 INTENT

A. Discuss effectively and successfully implementing work under an integrated traditional design-build approach. Form an informal management partnership with the Contractor to develop a cohesive team.

B. Form a bilateral relationship striving for mutual trust, dedication to common goals, and an understanding of individual expectations and values.

C. Develop a cooperative management team drawing on strengths of each team member.

Expected benefits include improved efficiency, cost effectiveness and innovation between parties to ensure a quality deliverable completed on time and within budget.

D. Anticipated partnership between Contractor, primary construction subcontractors and designers, and Government including NTUA and City of Gallup.

E. Partnering Sessions:

1. Facilitated by a third party selected by the Contractor with approval by

Government.

2. At the Contractor’s request, Government will supply a list of pre-qualified/acceptable facilitators.

3. Held in Farmington, New Mexico.

4. One full-day initial partnering session.

a. Team scoping/partnering workshop held within 30 days following Notice to Proceed to discuss the specific elements related to the pre-construction services/design phase of the project.

b. Discussion shall include design reviews, reconciliation of review comments, determine packaging requirements, discuss incremental submittal approach, determine schedule of values needs (level of appropriate break down), project goals, issue escalation plan during design, roles and responsibilities of design build team and Government, expectations of the design build process, project communication plan, schedule management, risk analysis, design charrettes, and construction partnering.

Partnering

01 31 04 - 2

5. Quarterly half day sessions during the design and construction.

6. Full-day final lessons learned session once construction is complete.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. In accordance with Section 01 81 05 - General Performance Requirements.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. RSHS Reclamation Safety and Health Standards including revisions posted at:

https://www.usbr.gov/safety

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals and Section 01 12 16 - Work Sequence.

B. RSN 01 31 19-1, Pre-Work Conference.

C. RSN 01 31 19-2, Design Visits and Meetings Notes.

D. RSN 01 31 19-3, Written Summary:

1. Written weekly summary of upcoming work, traffic plans, and progress meeting minutes.

E. RSN 01 31 19-4, Off ROW Land Use Coordination:

1. Show expanded use location and extent of impact.

2. Request cultural approvals:

a. In accordance with Section 01 57 90 – Preservation of Historical and Archeological Data:

1) Minimum information required for Cultural analysis:

a) Map and UTM data in NAD83 format of the location, narrative of intended use of the new area, summary of intended access to the new area, and a need by date.

3. Request or revise Environmental Permits in accordance with:

a. Section 01 57 20 – Environmental Controls.

b. Section 01 57 30 – Water Pollution Control.

c. Section 01 57 50 – Tree and Plan Protection.

https://www.usbr.gov/safety

01 31 19 - 2

d. Section 01 57 60 – Protected Species.

4. Do not use proposed land until approved by COR: Approvals may require up to

6-months.

5. Requirement does not apply to existing commercial facilities.

1.04 DESIGN MEETINGS

A. Pre-Work Conference:

1. Conducted after contract award and as needed.

2. Government and Contractor shall review design submission and review procedures, discuss preliminary design schedule, phase completion of the design documents and construction activities.

B. A minimum of 75 percent and 95 percent Design Charettes shall be held in person in Farmington, New Mexico or more frequently as needed.

C. Site visits and meetings scheduled with the COR. Document design site visits, telephone and in-person meetings. Include subject, names, discussion, recommendations or conclusions.

D. Request for Proposal Design, 30 Percent Design, 60 Percent Design, and 90 Percent Design Review Conferences:

1. For each design review package submittal at Government’s facilities in

Farmington, New Mexico or as approved by the COR.

2. Attendees: Contractor personnel responsible for the design.

3. Agenda at least 3 days prior to the conference.

4. 7 days after the close of the review period.

5. Contractor shall provide written summary of review conference.

E. WTP SCADA and Design Charettes:

1. Conduct a minimum of three design coordination meetings with both the

Contractor and Government in attendance.

a. Integrator to attend.

b. Two design coordination meetings shall be held at Government facilities in Farmington, NM or a mutually agreed upon location.

c. One design coordination meeting shall be held at the construction site or a mutually agreed upon location.

d. Perform a design coordination meeting before and after submittal of the

Section 01 86 25 - System Control and Monitoring 60 Percent Design submittal.

01 31 19 - 3

e. Perform a design coordination meeting after submittal of the Section 01 86 25 - System Control and Monitoring 90 Percent Design submittal and prior to installation of the WTP SCADA system.

2. The purpose of the meetings shall be to discuss coordination issues, programming and control logic algorithms, specific details of the plant operation, report generation, and human-machine interface screen configurations.

3. Design coordination meetings shall be scheduled at a mutually agreed upon date.

4. The Contractor is responsible for providing equipment and paperwork needed for review and discussion of the design coordination subjects.

5. Any additional meetings shall be mutually agreed upon.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 GENERAL

A. No time extension shall be granted for Contractor’s use of land outside the project’s property, rights-of-way, or temporary construction easements.

3.02 PROJECT COORDINATION

A. Coordinate work with COR, other Government staff, Navajo Nation Department of Water Resources, Navajo Tribal Utility Authority, Bureau of Indian Affairs, and other Federal, Tribal, State, and local agencies as needed, which may include but not be limited to the following:

1. City of Gallup.

2. Cultural resources contractor.

3. Environmental services contractor.

4. Navajo Nation Department of Fish and Wildlife.

5. Navajo Nation Water Code Administration and Navajo Nation Environmental

Protection Agency.

6. Oil and gas companies.

B. Attend two to three public meetings per year to assist Reclamation with public outreach.

Provide materials for quarterly meetings.

C. Facilitate onsite work with above listed agencies.

01 31 19 - 4

D. Provide COR, via email, with a rolling 48-hour construction schedule for Cultural Resources coordination.

3.03 CONSTRUCTION MEETINGS

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

1. Pre-Construction Meeting:

a. Meet with Government prior to start of construction. Contractor shall provide as minimum Project Manager or Project Superintendent for Preconstruction Meeting. Review will include, but may not be limited to:

1) Use of ROW by Contractor, Government, and public.

2) Off ROW land use coordination.

3) Construction facilities and controls.

4) Access to work and haul routes.

5) Temporary utilities.

6) Survey layout.

7) Security.

8) Housekeeping procedures.

9) Schedules and sequence of work.

10) Procedures for testing.

11) Procedures for maintaining record documents.

12) Special site requirements:

a) Archeological: Refer to Section 01 57 90 – Preservation of Historical and Archaeological Data.

b) Biological: Refer to Section 01 57 60 – Protected Species.

c) Environmental: Refer to:

i. Section 01 57 20 – Environmental Controls

ii. Section 01 57 30 – Water Pollution Control.

13) Roles and responsibilities:

a) Government organization and personnel.

b) Contractor organization and personnel.

c) Subcontractors.

d) Proposed work schedule.

14) Contract requirements:

a) Progress payments.

01 31 19 - 5

b) Invoices.

c) Differing site conditions.

d) Changes.

e) Superintendence by Contractor.

f) Payment for mobilization and preparatory work.

g) Submittal procedures.

h) Emails, faxes, and telephone calls.

i) As-builts, O&M manuals and SOP’s.

2. Pre-Construction Safety Meeting:

a. Meet with COR prior to start of construction.

b. Prior to start of construction review will include approved safety plan.

c. Review will include:

1) Safety requirements.

2) Monthly joint safety policy meetings.

3) Weekly toolbox safety meetings.

4) Safety program.

5) Job hazard analysis.

6) Required safety inspections.

7) Government will monitor Contractor’s operations for compliance with RSHS and OSHA.

3. Progress Meetings:

a. Meet weekly with Government to review:

1) Progress made.

2) Review As-built drawings.

3) Difficulties in performing work.

4) Discuss safety performance

5) Resolution necessary to meet specifications requirements.

6) Status of contract documents (RFI’s, submittals, etc.).

7) Three-week look ahead including upcoming cultural monitoring areas discussed.

8) Updating of progress reports.

9) Other items as determined by COR.

b. Develop meeting agenda and minutes, may be used as Written Summary.

01 31 19 - 6

Contract Document Management System (CDMS)

01 31 30 - 1

SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM (CDMS)

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Contract Document Management System:

1. Payment: Lump sum prices offered in the Price Schedules.

1.02 DEFINITIONS

A. CDMS: Contract Document Management System:

1. Contract Documents include, but are not limited to:

a. Specifications.

b. Contract Drawings.

c. Submittals.

d. RFIs: Request for Information (Contractor generated document).

e. RFPs: Request for Proposal (Reclamation generated document).

f. CMs: Contract Modifications.

g. Contractor Proposals.

h. Value Engineering Proposals.

i. Bureau of Reclamation (Reclamation) Inspection Reports.

j. DIR: Daily Inspection Reports.

k. Invoices and Progress Payments.

l. Contract Schedules.

m. Meeting Agendas and Meeting Minutes.

n. Letters and Memos.

1.03 SUBMITTALS

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

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

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

2. Documentation of system capabilities.

3. Instructions for system use.

01 31 30 - 2

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

1. Reclamation provided USB Drive with all uploads to CDMS as available.

1.04 QUALIFICATIONS

A. System Provider: At least 5-years successful performance in providing required services.

1.05 CDMS REQUIREMENTS

A. CDMS shall be capable of generating, storing, tracking, categorizing, and managing Contract Documents.

B. Access:

1. Web-based:

a. Contract Documents are stored and accessed by authorized individuals via an internet site.

b. Compatible with web browsers MS Internet Explorer, Apple Safari, and Mozilla Firefox, Google Chrome.

2. Ability to upload Contract Documents and make available for user download in the following supported file formats, minimum:

a. Adobe Acrobat.

b. MS Word.

c. MS Excel.

d. MS Project.

e. MS PowerPoint

f. MP4 for Videos.

g. Oracle Primavera P6 Project Manager.

h. AutoCAD Civil 3D Version 2021.

i. Contract Manager.

3. Allow Contract Documents to be prepared by Contractor or by Government:

a. Preparing organization will control access of documents. See Document

Security and Backup paragraph below.

4. Contractor and Government shall each have a project manager for CDMS:

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

b. Each organization shall be capable of defining its access hierarchy.

c. Inclusion of users will be prerogative of organizational project manager.

01 31 30 - 3

d. Government project manager shall be able to create and modify project properties (i.e., Contractor, project location, description, bid amount, project directory, etc.).

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

Examples include:

a. Updates to project information (e.g., entry of a new submittal);

b. Changes to project information (e.g., approval of a submittal);

c. Alerts (e.g., submittal under review for >15-days without action).

6. Ability to link files; examples include:

a. RFP linked to a CM.

b. Submittal linked to a Specification or Drawing.

C. Reports:

1. CDMS shall:

a. Generate reports that list and sort documents by status; examples include:

1) Submittals that have been approved.

2) Invoices paid to date.

3) RFIs under review.

b. Generate alerts when documents requiring action approach or exceed allowable time.

c. Generate customizable summary reports; examples include:

1) Submittal Turn-around.

2) RFI Turn-Around.

3) CM Processing Turn-Around.

4) Total CM costs.

5) Total CM Request Exposure.

d. Reports shall be printable, exportable as searchable .pdf or printer friendly .html, and exportable to Excel (.xls, .xml, or .csv).

e. Ability to link from an item in a report directly to item by clicking on it:

1) For example: In submittal report, clicking on submittal that is

15-days old takes you directly to information on that submittal.

f. Capable of producing complete and logically organized set of documents within CDMS in both .pdf and .xml format.

D. Document Security and Backup:

01 31 30 - 4

1. Secure Server Language (SSL) encryption for secured data exchange between browser and server (Secure access to documents and information).

2. Allow document access security until authoring party chooses to share it with others:

a. Show parties that have access to document.

b. Extent of document sharing shall be determined by authoring party.

c. Once documents are shared, track documents so that changes cannot occur without record of changes.

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

4. Documents shall be downloadable to FTP sites where Government and other organizations can access their own data confidentially.

E. General Tracking and Control:

1. Documents shall be grouped into categories (Submittals, RFI, RFP, CM, Payments, Daily Inspection Reports, and Meeting Minutes).

2. CDMS shall track:

a. When documents were received or returned, as well as status of documents (e.g., Under Review; or Returned, Approved or Rejected, etc.).

b. Document changes including who entered or changed document and date change was made.

c. When a reviewer has opened an item.

F. Submittal Tracking and Control:

1. Ability to create master list of submittals (“Schedule of Submittals”).

2. Customizable standard submittal form for entering information:

a. Required submittal number (RSN), title, description, and specification section.

b. Upload submittal data in electronic format.

3. Track date received, date response due, date returned, and status:

a. Status designations may be modified to fit Government standard designations – Approved, approved subject to identified changes, or not approved.

4. Supply Submittal Tracking form for Government to enter review comments and action taken. Allow customizing of submittal tracking form:

a. Allow for Government to route submittal to third parties (e.g., consultant, internal design or operations and maintenance groups, etc.) by generating design-review transmittals with each submittal package item, to track

01 31 30 - 5 status of individual sub-items within the submittal package, and to route…