140R4026B0002_-_Attachment_1_1_00_00_01__Specifications__20261009_0002.pdf
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This is a specification and pricing document for the Navajo-Gallup Water Supply Project Amendment No. 002, specifically addressing the construction of San Juan Lateral Turnout Buildings for the Bureau of Reclamation. The solicitation encompasses seven separate turnout facilities: Sanostee, Newcomb, Naschitti, BBN9, Coyote Canyon, Rock Springs, and Window Rock, with distinct price schedules for each location.
The contract requires comprehensive construction services including prefabricated turnout buildings, electrical systems, control and monitoring systems, cathodic protection systems, communications infrastructure, security and surveillance systems, water utility connections, and associated site work such as gravel surfacing, riprap installation, fencing, and seeding. Pricing is structured as lump-sum contract line item numbers (CLINs) for major components, with unit-price items for specific materials like electrical conduit, water for dust abatement, dust palliative, riprap, gravel surfacing, and steel ornamental fence. The contract includes mobilization and preparatory work, utility crossing investigations, as-built and final drawings, and commissioning services. Key scheduling constraints require completion of San Juan Lateral work by January 1, 2028, with phased facility completion by September 1, 2028, for three facilities (BBN9, Coyote Canyon, and Naschitti), and March 15, 2029, for remaining facilities, culminating in commissioning and water delivery by April 15, 2029. Offerors must provide prices for all seven price schedules and comply with New Mexico Gross Receipts Tax and Navajo Nation Gross Receipts Tax requirements. Extensive submittal requirements are specified for quality control, safety programs, construction schedules, testing procedures, and commissioning documentation, with review periods of 28 days for government approval of action submittals.
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Navajo-Gallup Water Supply Project Amendment No. 002 San Juan Lateral – Turnout Buildings Solicitation No.
Revised Price Schedules
B - 1
CONTINUATION OF
SECTION B – SUPPLIES OR SERVICES AND PRICES
SAN JUAN LATERAL – TURNOUT BUILDINGS
NAVAJO-GALLUP WATER SUPPLY PROJECT, NEW MEXICO
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 part of the Price Schedules. Offers are subject to the terms and conditions of this solicitation.
(b) Quantities in Price Schedules are estimated quantities for comparison of offers only.
Except as provided with the provision at H.2, Variation in Estimated Quantity, no claim shall be made against Government for overruns or underruns. Contract clause at H.2, Variation in Estimated Quantity does not apply to lump sum items.
(c) See contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLINs 1-1 and 2-1.
(d) Definitions:
(1) CLIN – Contract Line Item Number
(e) Note: In accordance with Section 7-9-3.3 of New Mexico Statutes Annotated (NMSA) 1978 and Section 402 of Navajo Nation’s Business Activity Tax Statute, it is Contractor’s responsibility to ensure that all applicable New Mexico Gross Receipts Tax and Navajo Nation Gross Receipts Tax are included in their price proposal.
(f) In accordance with FAR 52.232-5 (Payments under Fixed-Price Construction Contracts) (b)(2), payment may be approved for materials delivered to Contractor at locations other than the site if Contractor obtains CO approval prior to making arrangements for obtaining the materials. Contractor shall also be required to complete a “Materials on Hand Certificate” which will certify:
(1) Materials described for use on identified contract.
(2) Materials are clearly marked to identify that they belong to contract cited.
(3) Full title for those materials vested in Prime Contractor sited.
(4) Materials are free of liens and encumbrances.
(5) Materials are properly stored, secured, and protected against loss or damage.
Navajo-Gallup Water Supply Project Amendment No. 002
B - 2
PRICE SCHEDULE 1 (Sanostee)
CLIN Section Supplies or Services Quantity and Unit
Unit Price Amount
1-1 WBR
1452.232-
Mobilization and Preparatory Work
For the lump sum of $
1-2 01 31 30 Deleted Contract Document Management System
(CDMS)
For the lump sum of $
1-3 01 56 15 Utility Crossing Investigations
For the lump sum of $
1-4 01 78 30 As-built Drawings For the lump sum of $10,000
1-5 01 78 30 Final Drawings For the lump sum of $5,000
1-6 01 80 15 Commissioning For the lump sum of $
1-7 13 34 00 Turnout Buildings For the lump sum of $
1-8 25 00 01 System Control and Monitoring
For the lump sum of $
1-9 26 05 02 Complete Electrical System for Outdoor Equipment Only
For the lump sum of $
1-10 26 05 33 Electrical Conduit 100 ft. $ $
1-11 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes
For the lump sum of $
1-12 26 42 00 Corrosion System(s) for Turnout Yard Pipe
For the lump sum of $
1-13 26 42 11 Buried Galvanic Anode Cathodic Protection for Turnout Yard Pipe
For the lump sum of $
1-14 27 30 01 Telephone System For the lump sum of $
1-15 28 10 01 Security and Surveillance System
For the lump sum of $
1-16 31 02 10 Water for Dust Abatement 15 M (1,000) Gal
1-17 31 02 30 Dust Palliative 0.19 acre $ $
Navajo-Gallup Water Supply Project Amendment No. 002
B - 3
PRICE SCHEDULE 1 (Sanostee)
Unit
Unit Price Amount
1-18 31 37 00 Riprap 50 yd3 $ $
1-19 32 15 10 Gravel Surfacing 86 yd3 $ $
1-20 32 31 19 Steel Ornamental Fence 240 ft. $ $
1-21 32 92 20 Seeding 0.06 acre $ $
1-22 33 13 00 Disinfection of Water Utility Distribution
For the lump sum of $
1-23 35 21 95 Steel Manifold Piping For the lump sum of $
1-24 35 22 14 Valves and Equipment For the lump sum of $
TOTAL FOR PRICE SCHEDULE 1 $______________
PRICE SCHEDULE 2 (Newcomb)
Unit
Unit Price Amount
2-1 WBR
1452.232-
Mobilization and Preparatory Work
For the lump sum of $
2-2 01 56 15 Utility Crossing Investigations For the lump sum of $
2-3 01 78 30 As-built Drawings For the lump sum of $10,000
2-4 01 78 30 Final Drawings For the lump sum of $5,000
2-5 01 80 15 Commissioning For the lump sum of $
2-6 13 34 00 Turnout Buildings For the lump sum of $
2-7 25 00 01 System Control and Monitoring
For the lump sum of $
2-8 26 05 02 Complete Electrical System for Outdoor Equipment Only
For the lump sum of $
2-9 26 05 33 Electrical Conduit 280 ft. $ $
Navajo-Gallup Water Supply Project Amendment No. 002
B - 4
PRICE SCHEDULE 2 (Newcomb)
Unit
Unit Price Amount
2-10 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes
For the lump sum of $
2-11 26 42 00 Corrosion System(s) for Turnout Yard Pipe
For the lump sum of $
2-12 26 42 11 Buried Galvanic Anode Cathodic Protection for Turnout Yard Pipe
For the lump sum of $
2-13 27 30 01 Telephone System For the lump sum of $
2-14 28 10 01 Security and Surveillance System
For the lump sum of $
2-15 31 02 10 Water for Dust Abatement 9.2 M (1,000) Gal
2-16 31 02 30 Dust Palliative 0.13 acre $ $
2-17 31 23 50 Deleted
2-19 31 37 00 Riprap 32 yd3 $ $
2-20 32 15 10 Gravel Surfacing 49 yd3 $ $
2-21 32 31 19 Steel Ornamental Fence 194 ft. $ $
2-22 32 92 20 Seeding 0.05 acre $ $
2-23 33 13 00 Disinfection of Water Utility Distribution
For the lump sum of $
2-24 35 21 95 Steel Manifold Piping For the lump sum of $
2-25 35 22 14 Valves and Equipment For the lump sum of $
TOTAL FOR PRICE SCHEDULE 2 $_____________
Navajo-Gallup Water Supply Project Amendment No. 002
B - 5
PRICE SCHEDULE 3 (Naschitti)
Unit
Unit Price Amount
3-1 WBR
1452.232-
Mobilization and Preparatory Work
For the lump sum of $
3-2 01 56 15 Utility Crossing Investigations
For the lump sum of $
3-3 01 78 30 As-built Drawings For the lump sum of $10,000
3-4 01 78 30 Final Drawings For the lump sum of $5,000
3-5 01 80 15 Commissioning For the lump sum of $
3-6 13 34 00 Turnout Buildings For the lump sum of $
3-7 25 00 01 System Control and Monitoring
For the lump sum of $
3-8 26 05 02 Complete Electrical System for Outdoor Equipment Only
For the lump sum of $
3-9 26 05 33 Electrical Conduit 200 ft. $ $
3-10 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes
For the lump sum of $
3-11 26 42 00 Corrosion System(s) for Turnout Yard Pipe
For the lump sum of $
3-12 26 42 11 Buried Galvanic Anode Cathodic Protection for Turnout Yard Pipe
For the lump sum of $
3-13 27 30 01 Telephone System For the lump sum of $
3-14 28 10 01 Security and Surveillance System
For the lump sum of $
3-15 31 02 10 Water for Dust Abatement 19 M (1,000) Gal
3-16 31 02 30 Dust Palliative 0.25 acre $ $
3-18 31 37 00 Riprap 125 yd3 $ $
3-19 32 15 10 Gravel Surfacing 135 yd3 $ $
Navajo-Gallup Water Supply Project Amendment No. 002
B - 6
PRICE SCHEDULE 3 (Naschitti)
Unit
Unit Price Amount
3-20 32 31 19 Steel Ornamental Fence 244 ft. $ $
3-21 32 92 20 Seeding 0.03 acre $ $
3-22 33 11 12 Deleted
3-23 33 13 00 Disinfection of Water Utility Distribution
For the lump sum of $
3-24 35 21 95 Steel Manifold Piping For the lump sum of $
3-25 35 22 14 Valves and Equipment For the lump sum of $
TOTAL FOR PRICE SCHEDULE 3 $____________
PRICE SCHEDULE 4 (BBN9)
Unit
Unit Price Amount
4-1 WBR
1452.232-
Mobilization and Preparatory Work
For the lump sum of $
4-2 01 56 15 Utility Crossing Investigations
For the lump sum of $
4-3 01 78 30 As-built Drawings For the lump sum of $10,000
4-4 01 78 30 Final Drawings For the lump sum of $5,000
4-5 01 80 15 Commissioning For the lump sum of $
4-6 13 34 00 Turnout Buildings For the lump sum of $
4-7 25 00 01 System Control and Monitoring
For the lump sum of $
4-8 26 05 02 Complete Electrical System for Outdoor Equipment Only
4-9 26 05 33 Electrical Conduit 220 ft. $ $
Navajo-Gallup Water Supply Project Amendment No. 002
B - 7
PRICE SCHEDULE 4 (BBN9)
Unit
Unit Price Amount
4-10 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes
For the lump sum of $
4-11 26 42 00 Corrosion System(s) for Turnout Yard Pipe
For the lump sum of $
4-12 26 42 11 Buried Galvanic Anode Cathodic Protection for Turnout Yard Pipe
For the lump sum of $
4-13 27 30 01 Telephone System For the lump sum of $
4-14 28 10 01 Security and Surveillance System
For the lump sum of $
4-15 31 02 10 Water for Dust Abatement 19 M (1,000) Gal
4-16 31 02 30 Dust Palliative 0.25 acre $ $
4-17 31 23 50 Low Water Crossing For the lump sum of $
4-19 31 37 00 Riprap 52 yd3 $ $
4-20 32 15 10 Gravel Surfacing 81 yd3 $ $
4-21 32 31 19 Steel Ornamental Fence 204ft. $ $
4-22 32 92 20 Seeding 0.13 acre $ $
4-23 33 11 12 Line Pipe for BBN9 Turnout For the lump sum of $
4-24 33 13 00 Disinfection of Water Utility Distribution
For the lump sum of $
4-25 35 21 95 Steel Manifold Piping For the lump sum of $
4-26 35 22 14 Valves and Equipment For the lump sum of $
TOTAL FOR PRICE SCHEDULE 4 $___________
Navajo-Gallup Water Supply Project Amendment No. 002
B - 8
PRICE SCHEDULE 5 (Coyote Canyon)
Unit
Unit Price Amount
5-1 WBR
1452.232-
Mobilization and Preparatory Work
For the lump sum of $
5-2 01 56 15 Utility Crossing Investigations
For the lump sum of $
5-3 01 78 30 As-built Drawings For the lump sum of $10,000
5-4 01 78 30 Final Drawings For the lump sum of $5,000
5-5 01 80 15 Commissioning For the lump sum of $
5-6 13 34 00 Turnout Buildings For the lump sum of $
5-7 25 00 01 System Control and Monitoring
For the lump sum of $
5-8 26 05 02 Complete Electrical System for Outdoor Equipment Only
For the lump sum of $
5-9 26 05 33 Electrical Conduit 310 ft. $ $
5-10 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes
For the lump sum of $
5-11 26 42 00 Corrosion System(s) for Turnout Yard Pipe
For the lump sum of $
5-12 26 42 11 Buried Galvanic Anode Cathodic Protection for Turnout Yard Pipe
For the lump sum of $
5-13 27 30 01 Telephone System For the lump sum of $
5-14 28 10 01 Security and Surveillance System
For the lump sum of $
5-15 31 02 10 Water for Dust Abatement 12 M (1,000) Gal
5-16 31 02 30 Dust Palliative 0.16 acre $ $
5-17 31 23 50 Access Road to Coyote Canyon
5-19 31 37 00 Riprap 53 yd3 $ $
Navajo-Gallup Water Supply Project Amendment No. 002
B - 9
PRICE SCHEDULE 5 (Coyote Canyon)
Unit
Unit Price Amount
5-20 32 15 10 Gravel Surfacing 67 yd3 $ $
5-21 32 31 19 Steel Ornamental Fence 189 ft. $ $
5-22 32 92 20 Seeding 0.05 acre $ $
5-23 33 11 12 Line Pipe for Coyote Canyon Turnout
For the lump sum of $
5-24 33 13 00 Disinfection of Water Utility Distribution
For the lump sum of $
5-25 35 21 95 Steel Manifold Piping For the lump sum of $
5-26 35 22 14 Valves and Equipment For the lump sum of $
TOTAL FOR PRICE SCHEDULE 5 $_____________
PRICE SCHEDULE 6 (Rock Springs)
Unit
Unit Price Amount
6-1 WBR
1452.232-
Mobilization and Preparatory Work
For the lump sum of $
6-2 01 56 15 Utility Crossing Investigations
For the lump sum of $
6-3 01 78 30 As-built Drawings For the lump sum of $10,000
6-4 01 78 30 Final Drawings For the lump sum of $5,000
6-5 01 80 15 Commissioning For the lump sum of $
6-6 13 34 00 Turnout Buildings For the lump sum of $
6-7 25 00 01 System Control and Monitoring
Navajo-Gallup Water Supply Project Amendment No. 002
B - 10
PRICE SCHEDULE 6 (Rock Springs)
Unit
Unit Price Amount
6-8 26 05 02 Complete Electrical System for Outdoor Equipment Only
For the lump sum of $
6-9 26 05 33 Electrical Conduit 370 ft. $ $
6-10 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes
For the lump sum of $
6-11 26 42 00 Corrosion System(s) for Turnout Yard Pipe
For the lump sum of $
6-12 26 42 11 Buried Galvanic Anode Cathodic Protection for Turnout Yard Pipe
For the lump sum of $
6-13 27 30 01 Telephone System For the lump sum of $
6-14 28 10 01 Security and Surveillance System
For the lump sum of $
6-15 31 02 10 Water for Dust Abatement 13.5 M (1,000) Gal
6-16 31 02 30 Dust Palliative 0.18 acre $ $
6-18 31 37 00 Riprap 58 yd3 $ $
6-19 32 15 10 Gravel Surfacing 97 yd3 $ $
6-20 32 31 19 Steel Ornamental Fence 199 ft. $ $
6-21 32 92 20 Seeding 0.03 acre $ $
6-22 33 13 00 Disinfection of Water Utility Distribution
For the lump sum of $
6-23 35 21 95 Steel Manifold Piping For the lump sum of $
6-24 35 22 14 Valves and Equipment For the lump sum of $
TOTAL FOR PRICE SCHEDULE 6 $____________
Navajo-Gallup Water Supply Project Amendment No. 002
B - 11
PRICE SCHEDULE 7 (Window Rock)
Unit
Unit Price Amount
7-1 WBR
1452.232-
Mobilization and Preparatory Work
For the lump sum of $
7-2 01 56 15 Utility Crossing Investigations
For the lump sum of $
7-3 01 78 30 As-built Drawings For the lump sum of $10,000
7-4 01 78 30 Final Drawings For the lump sum of $5,000
7-5 01 80 15 Commissioning For the lump sum of $
7-6 13 34 00 Turnout Buildings For the lump sum of $
7-7 25 00 01 System Control and Monitoring
For the lump sum of $
7-8 26 05 02 Complete Electrical System for Outdoor Equipment Only
For the lump sum of $
7-9 26 05 33 Electrical Conduit 370 ft. $ $
7-10 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes
For the lump sum of $
7-11 26 42 00 Corrosion System(s) for Turnout Yard Pipe
For the lump sum of $
7-12 26 42 11 Buried Galvanic Anode Cathodic Protection for Turnout Yard Pipe
For the lump sum of $
7-13 27 30 01 Telephone System For the lump sum of $
7-14 28 10 01 Security and Surveillance System
For the lump sum of $
7-15 31 02 10 Water for Dust Abatement 10 M (1,000) Gal
7-16 31 02 30 Dust Palliative 0.14 acre $ $
7-17 31 23 50 Access Road to Window Rock
7-19 31 37 00 Riprap 64 yd3 $ $
Navajo-Gallup Water Supply Project Amendment No. 002
B - 12
PRICE SCHEDULE 7 (Window Rock)
Unit
Unit Price Amount
7-20 32 15 10 Gravel Surfacing 59 yd3 $ $
7-21 32 31 19 Steel Ornamental Fence 165 ft. $ $
7-22 32 92 20 Seeding 0.03 acre $ $
7-23 33 13 00 Disinfection of Water Utility Distribution
For the lump sum of $
7-24 35 21 95 Steel Manifold Piping For the lump sum of $
7-25 35 22 14 Valves and Equipment For the lump sum of $
TOTAL FOR PRICE SCHEDULE 7 $____________
END OF SUPPLIES OR SERVICES AND PRICES
Navajo-Gallup Water Supply Project Amendment No. 002
Revised 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 10 Other Contracts 01 14 10 Use of Site 01 14 12 Work Restrictions and Limitations 01 31 04 Partnering 01 31 19 Project Management and Coordination 01 31 30 Deleted 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 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 46 25 Special Inspections 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 40 Pesticides 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 57 90 Preservation of Historical and Archeological Data 01 60 00 Product Requirements 01 61 10 Buy American 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents 01 80 15 Commissioning
DIVISION 03 – CONCRETE
03 11 10 Concrete Forming 03 20 00 Concrete Reinforcement
Navajo-Gallup Water Supply Project Amendment No. 002
00 01 10 - 2
03 20 60 Concrete Anchors 03 30 00 Cast-In-Place Concrete 03 48 00 Precast Concrete Manholes 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 63 00 Epoxy Grout
DIVISION 05 – METALS
05 50 00 Metal Fabrications
DIVISION 09 – FINISHES
09 96 20 Coatings
DIVISION 10 – SPECIALITIES
10 14 00 Signage 10 14 26 Utility Markers 10 44 20 Fire Extinguishers
DIVISION 13 – SPECIAL CONSTRUCTION
13 34 00 Prefabricated Engineered Structures
DIVISION 25 – INTEGRATED AUTOMATION
25 00 01 System Control and Monitoring 25 08 10 Deleted Automation System Testing and Acceptance
DIVISION 26 – ELECTRICAL
26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 20 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 90 Wiring Checkout and Tests 26 27 10 Meter Socket 26 28 20 Service Disconnect Switch 26 42 00 Cathodic Protection Systems 26 42 11 Buried Galvanic Anode Cathodic Protection
DIVISION 27 – COMMUNICATIONS
27 30 01 Telephone System
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 10 01 Security and Surveillance System
Navajo-Gallup Water Supply Project Amendment No. 002
00 01 10 - 3
DIVISION 31 – EARTHWORK
31 02 10 Water for Dust Abatement 31 02 30 Dust Palliative 31 03 33 Removal and Control of Water 31 11 00 Clearing and Grubbing 31 14 10 Topsoil Stripping, Stockpiling, and Placement 31 23 02 Compacting Earth Materials 31 23 10 Earthwork for Site and Structures 31 23 22 Pipe Trench Earthwork 31 23 39 Disposal of Excavated Materials 31 23 50 Earthwork for Roads 31 23 70 Controlled Low Strength Material 31 31 30 Soil-Applied Herbicide 31 37 00 Riprap
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 15 10 Gravel Surfacing 32 31 19 Steel Ornamental Fence 32 92 20 Seeding
DIVISION 33 – UTILITIES
33 11 12 Steel Line Pipe 33 13 00 Disinfection of Water Utility Distribution
DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION
35 21 95 Steel Manifold Piping 35 22 14 Valves and Equipment
DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS
51 00 00 Information Available to Offerors 51 00 40 NTUA Markers 51 00 50 Electronic Media Release 51 00 80 BLM Herbicides
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
Navajo-Gallup Water Supply Project Amendment No. 002
00 01 10 - 4
END OF TABLE OF CONTENTS
Navajo-Gallup Water Supply Project Amendment No. 002
Revised Work Restrictions and Limitations
01 14 12 - 1
SECTION 01 14 12
WORK RESTRICTIONS AND LIMITATIONS
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost: Include in prices offered in Price Schedules for other items of work.
1.02 WORK RESTRICTIONS AND LIMITATIONS
A. Allowable Work Hours: Sunrise to sunset, unless otherwise authorized by COR.
B. Comply with noise and light restrictions listed in Section 01 57 20 – Environmental Controls and 01 35 20 – Safety and Health.
C. Perform work in roadways in accordance with Section 01 55 20 – Traffic Control.
D. Complete work on San Juan Lateral by January 1, 2028, to accommodate flushing and disinfection of the lateral.
1. Install tee and buried valve at Coyote Canyon.
2. Install valves at BBN9. Refer to Drawing 1695-D-62548.
3. Replace blind flanges on existing turnouts with valves.
4. Limit outage to San Juan Lateral to no more than 28 days. Coordinate outage with
COR. Notify COR 28 days before outage.
a. It is anticipated potable water will be available for delivery to CWPS on or about
E. San Juan Lateral Water Treatment Plant will begin delivering potable water in late 2028.
1. NTUA will flush and disinfect approximately two existing Consecutive Public
Water System(s)(CWPS) each month.
2. Coordinate commissioning for each turnout with COR. Water Treatment Plant
Contractor and NTUA. Commission a maximum of two turnouts per month, beginning January 1, 2029 and finishing in April, 2029.
F. Complete connection to lateral and (CWPS), including buildings, and equipment for BBN9, Coyote Canyon, and Naschitti by September 1, 2028. Except:
1. Work with WTP contractor to install Government Furnished Equipment NIP by
April 31, 2028. Notify COR 28-days prior when building is on-site and ready for panel installation.
Navajo-Gallup Water Supply Project Amendment No. 002
01 14 12 - 2
2. WTP contractor will support completing communications link (Lateral Integration Test) to the San Juan Lateral SCADA system by August 30, 2028, but not earlier than August 1, 2028.
a. Turnout Contractor shall provide onsite support for the WTP Contractor in communication link work.
b. COR will notify Turnout Contractor 28 days prior to WTP Contractor arrival on-site.
c. Refer to Section 25 00 01 – System Control and Monitoring for NIP installation coordination and requirements and 01 80 15 – Commissioning for Lateral Integration Testing requirements.
3. Complete commissioning of turnout facilities and water delivery to downstream CPWS by February 28, 2029.
G. Complete connection to lateral and CWPS, including buildings, and equipment for remaining facilities by March 15, 2029.
1. Work with WTP contractor to install Government Furnished Equipment NIP by
January 15, 2029. Notify COR 28-days prior when building is on-site and ready for panel installation.
2. WTP contractor will support completing communications link (Lateral Integration Test) to the San Juan Lateral SCADA system by March 30, but not earlier than March 1, 2029.
a. Turnout Contractor shall provide onsite support for the WTP Contractor in communication link work.
b. COR will notify Turnout Contractor 28 days prior to WTP Contractor arrival on-site.
c. Refer to Section 25 00 01 – System Control and Monitoring for NIP installation coordination and requirements and 01 80 15 - Commissioning for Lateral Integration Testing requirements.
3. Complete commissioning of turnout facilities and water delivery to downstream CPWS by April 15, 2029.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
Navajo-Gallup Water Supply Project Amendment No. 002
01 14 12 - 3
Navajo-Gallup Water Supply Project Amendment No. 002
Project Management and Coordination
01 31 19 - 1
SECTION 01 31 19
PROJECT MANAGEMENT AND COORDINATION
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost: Include in prices offered in Price Schedule for other items of work.
1.02 REFERENCE STANDARDS
A. Bureau of Reclamation (Reclamation)
1. RSHS Reclamation Safety and Health Standards, including revisions, available at https://www.usbr.gov/safety/rshs/index.html
1.03 SUBMITTALS
A. Submit in accordance with Section 01 33 00 – Submittals.
B. RSN 01 31 19-1, Written Summary:
1. Written weekly summary of upcoming work, traffic plans and progress meeting minutes. Provide work schedule for next 3 weeks including list of RSNs and RFIs.
C. RSN 01 31 19-2, 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.
b. Minimum information required for cultural analysis: 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 Plant Protection.
d. Section 01 57 60 – Protected Species.
4. Do not use proposed land until approved by COR:
a. Approvals may require up to 6 months.
https://www.usbr.gov/safety/rshs/index.html
Navajo-Gallup Water Supply Project Amendment No. 002
01 31 19 - 2
5. Requirement does not apply to existing commercial facilities.
D. RSN 01 31 19-3, Key Personnel:
1. Submit list of key personnel:
a. Project Manager.
b. Site Superintendent.
c. Contractor’s Onsite Safety Representative.
d. Quality Control Supervisor.
2. Include resume of Project Manager and Site Superintendent.
3. CO approval of key personnel required prior to work being performed.
4. Personally Identifiable Information (PII) shall be encrypted using WINZip or
Adobe Acrobat before transmitting electronically.
E. RSN 01 31 19-4, Replacement of Key Personnel:
1. Submit key personnel changes with a minimum notice of 48 hours to CO.
2. CO approval of changes in key personnel required prior to work being performed by new personnel.
1.04 QUALIFICATIONS
A. Project Manager
1. Comparable role on three projects of similar nature, size, and complexity.
2. Employed by prime contractor.
B. Site Superintendent:
1. Comparable role on three projects of similar nature, size, and complexity.
2. Employed by prime contractor.
C. Contractor’s Onsite Safety Representative: Meet requirements of Section 01 35 30 – Contractor’s Onsite Safety Personnel.
D. Quality Control Supervisor: Meet requirements of Section 01 46 00 – Quality Procedures.
PART 2 PRODUCTS
Navajo-Gallup Water Supply Project Amendment No. 002
01 31 19 - 3
PART 3 EXECUTION
3.01 PROJECT COORDINATION
A. Coordinate work with COR, other Bureau of Reclamation (Reclamation) staff, Bureau of Indian Affairs, and other Federal, Tribal, State, and local agencies, as needed.
B. Facilitate onsite work with above listed agencies.
C. 48-Hour Look Ahead Notification:
1. Provide COR, OGR, Cultural Contract COR, and Cultural Resource Contractor via email, and phone with a 48-hour notice when Cultural Resource Contractor monitoring services are required.
2. Contact information including Cultural Contract COR and Cultural Resource Contractor will be provided at preconstruction meeting.
3.02 MEETINGS
A. The following meetings are considered significant, but do not relieve Contractor from responsibility of other meetings required by contract:
1. Preconstruction Meeting:
a. Meet with Government prior to start of construction. Meeting to occur after approval of RSN 01 35 20-1, Safety Program.
b. Provide, as a minimum, Project Manager, Project Superintendent, and Project Engineer for Preconstruction Meeting.
c. Review will include, but may not be limited to:
1) Use of premises by Contractor, Government, and public:
a) Off ROW land use coordination.
2) Construction facilities and controls.
3) Access to work and haul routes.
4) Temporary utilities.
5) Survey layout and installation of temporary fencing of the entire project work area prior to surveying.
6) Security.
7) Housekeeping procedures.
8) Schedules and sequence of work.
9) Procedures for testing.
10) Procedures for maintaining record documents.
11) Special site requirements:
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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.
12) Roles and responsibilities:
a) Government organization and personnel.
b) Contractor organization and personnel.
c) Subcontractors.
d) Proposed work schedule.
13) Contract requirements:
a) Progress payments.
b) Invoices.
c) Differing site conditions.
d) Changes.
e) Superintendence by Contractor.
f) Payment for mobilization and preparatory work.
g) Submittal procedures.
h) Emails and telephone calls.
2. Cultural Resource Sensitivity Awareness Training:
a. Refer to Section 01 57 90 – Preservation of Historical and Archaeological
Data.
b. Complete Government-provided training before initial groundbreaking.
Schedule for training will be mutually agreed upon.
3. Preconstruction Safety Meeting:
a. Meet with COR prior to start of construction. Meeting to occur after approval of RSN 01 35 20-1, Safety Program.
b. Review will include:
1) Safety requirements.
2) Protection of cultural resources and cultural sensitivity training requirements.
3) Monthly joint safety policy meetings.
4) Weekly toolbox safety meetings.
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01 31 19 - 5
5) Safety program.
6) Job hazard analysis.
7) Required safety inspections.
8) Government will monitor Contractor’s operations for compliance with RSHS.
4. Progress Meetings:
a. Meet weekly with Government to review:
1) Progress made.
2) Review as-built drawings.
3) Difficulties in performing work.
4) Safety performance.
5) Resolution necessary to meet specifications requirements.
6) Status of contract documents (e.g., RFI’s, submittals).
7) Three-week look ahead, including installing temporary safety fencing and upcoming cultural monitoring areas discussed.
8) Updating of progress reports.
9) Other items as determined by COR and OGR.
b. Develop meeting agenda and minutes, may be used as Written Summary.
5. SJWTP Coordination Meetings:
a. Meet monthly with Government, SJWTP Contractor, and NTUA to discuss coordination issues such as SCADA Integration and Commissioning.
b. Develop meeting agenda and minutes, may be used as Written Summary.
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Navajo-Gallup Water Supply Project Amendment No. 002
Revised Submittals
01 33 00 - 1
SECTION 01 33 00
SUBMITTALS
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost: Include in prices offered in Price Schedules for other items of work.
1.02 REFERENCE STANDARDS
A. American Society of Mechanical Engineers (ASME)
1. ASME Y14.1-2020 Decimal Inch Drawing Sheet Size and
Format
B. National Institute of Building Sciences (NIBS)
1. NIBS NCS-2014 United States National CAD Standards, Version 6
1.03 DEFINITIONS
A. Days: Calendar days.
B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.
C. Submittal Types, as listed in Table 01 33 00A – List of Submittals:
1. A – Action:
a. Government will respond as to adequacy of submittal.
b. Action submittals: Considered to be “shop drawings” within terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.
2. I – Informational:
a. Government will acknowledge receipt of Informational submittals.
b. Government may reject an Informational submittal when submittal does not comply with contract. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.
c. Informational submittals: Considered to be “shop drawings” within terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by Government is not required.
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1.04 SUBMITTAL REQUIREMENTS
A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.
B. General:
1. Prepare in English.
2. Label with contract number, title, and RSN.
3. Measurement units: US Customary Units.
4. Provide unique transmittal number for each submittal.
C. Drawings:
1. Minimum identification in title block:
a. Contract number and title.
b. Contractor’s or supplier’s title and drawing number.
c. Date.
2. Reserve 3- by 3-inch space next to title block for review stamps.
3. Print Size: D size (22- by 34-inches) as defined by ASME Y14.1.
4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified:
a. Computer drafted drawings:
1) In accordance with NIBS NCS.
2) Electronic file format: Compatible with AutoCAD, Version 2018 or newer.
3) Compile using “eTransmit” utility in AutoCAD.
b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.
5. Drawings designated as “Government Format” in specifications:
a. Computer drafted.
b. Government will provide electronic AutoCAD format template.
c. Title block and sheet format:
1) As shown on Standard Drawing 40-D-7102.
2) Government will provide template.
3) Government will provide specific title block information to be used.
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01 33 00 - 3
6. Final Drawings:
a. Computer drafted.
b. Government will provide electronic AutoCAD format template.
c. Show as-built changes, including revision dates, made during installation.
Indicate changes by clouding.
d. Electronic Files: On Reclamation issued CDMS. issued USB Drive.
D. Product Data:
1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets:
a. Identify manufacturer's name, type, model, size, and characteristics.
b. Illustrate that product or equipment meets requirements of specifications.
c. Mark items to be furnished in a manner that will photocopy (no highlighter).
d. Strike through items that do not apply.
E. Certifications:
1. Certifications by a registered professional: Signed and sealed by registered professional:
a. Not required for non-design work.
2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.
F. Manuals:
1. Copies:
a. Printed copies: Bound and indexed.
b. Electronic copies: Searchable Adobe .pdf on Reclamation issued CDMS.
USB Drive:
1) Bookmark longer files to assist in navigating file.
2) Electronic files may be submitted as separate parts of a manual.
After each separate electronic file is approved, compile each approved electronic file to assemble an entire manual which shall be consistent with final manual submittal.
2. Contents:
a. Parts identification lists, lists of special tools, and accessories.
b. Schematics and wiring diagrams.
c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.
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01 33 00 - 4
d. As-built drawings, photographs, and test records or reports if required by specifications.
G. Photographs:
1. Digital files: In .jpeg or similar format.
1.05 SUBMITTALS PROCEDURES
A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.
B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A – List of Submittals. A complete set includes all listed items for RSNs with multiple parts.
C. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A – List of Submittals:
1. Submit official corresponding and construction documentation via Government provided Construction Document Management System. Documents include, but are not limited to:
a. Submittals.
b. RFCs : Request for Change (Construction Contractor generated document).
c. RFIs: Request for Information (Construction Contractor generated document).
d. RFPs: Request for Proposal (Government generated document).
e. CMs: Contract Modifications.
f. Construction Contractor Proposals.
g. Value Engineering Proposals.
h. Invoices and Progress Payments.
i. Construction Contract Schedules.
j. Daily Inspection Reports
k. Meeting Agendas and Meeting Minutes.
l. Letters and Memos.
2. Deleted
3. Submittals identified with “CDMS” in the top row of the “Sets to be sent” column require approval (Action) or acknowledgement (Informational) before sending required sets of hardcopy submittals.
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01 33 00 - 5
4. Submittals identified with “CDMS” in the bottom row of the “Sets to be sent” column require submittal of hardcopy submittals before finalizing submittal in
CDMS.
D. Include the following information in transmittal letters:
1. Contract number and title.
2. RSN for each attached submittal.
3. Responsible code.
4. Number of sets for each RSN.
5. Identify submittal as initial or resubmittal.
E. Resubmittal of submittals not approved:
1. Mark changes such that they are readily identifiable and show revision date.
2. Describe reasons for significant changes in transmittal letter.
3. Resubmit returned submittals within 28 days after receiving the comments, unless otherwise directed.
4. Requirements for initial submittals apply to resubmittals.
1.06 REVIEW OF SUBMITTALS
A. Time Required:
1. Submittal review will require 28 days for review of each submittal or resubmittal, unless otherwise specified.
2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through digital signature date stamp and upload date in CDMS.
B. Time in Excess of Specified:
1. CO may extend contract completion date to allow additional time for completing work affected by excess review time:
a. Time extension will be to extent that excess review time caused delay to contract completion date.
b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.
c. Concurrent days of excess review time resulting from review of two or more separate submittals or resubmittals will be counted only once in extending contract completion date.
2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.
3. Adjustment for delay will be made only to extent that:
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01 33 00 - 6
a. Approval was required under contract, and
b. Requests for approval were properly and timely submitted and were approved.
4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR
52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.
C. Return of Submittals:
1. Return of submittals will be by CDMS response or hard copy, as applicable.
2. Action Submittals: One set of submittals required for action will be returned either approved, partially approved, approved subject to identified changes and resubmit, or not approved:
a. Submittals that are not approved shall be revised and resubmitted.
b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.
c. Exception: Schedules will be either accepted, partially accepted or not accepted.
3. Informational Submittals: Government will acknowledge Informational submittals:
a. Informational submittals will not be returned when they comply with specifications.
b. Informational submittals that do not comply with specifications may be returned for resubmittal or additional information may be requested.
1.07 HARD COPY OF TRANSMITTALS
A. Addresses for codes listed in Table 01 33 00A – List of Submittals:
1. Contracting Officer, Bureau of Reclamation, Attn: UC-840, 125 South State St., Room 6107, Salt Lake City, UT 84138-1147.
2. Construction Engineer, Bureau of Reclamation, 1235 La Plata Hwy, Farmington, New Mexico, 87401.
3. Technical Service Center, Bureau of Reclamation, Attn: 86-68160, PO Box
25007, Denver CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.
4. Navajo Tribal Utility Authority (NTUA), Attn: Operations Manager, PO Box 1749, Shiprock, NM 87420.
B. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A – List of Submittals:
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01 33 00 - 7
1. Responsible codes starting with “86-6” are located in the Technical Service Center. Send these submittals to the TSC address shown above.
C. Send copy of transmittal letter with appropriate number of sets to offices that are not the responsible code but show “No. of sets to be sent to” in Table 01 33 00A – List of Submittals.
D. Provide copy of transmittal letter on CDMS.
E. When “No. of sets to be sent to” is 0, send a copy of transmittal letter to that office.
F. Submittals required by the specifications, but not listed in Table 01 33 00A – List of Submittals:
1. Submit in accordance with this section.
2. Submit to CE, unless otherwise specified.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Navajo-Gallup Water Supply Project Amendment No. 002
01 33 00 - 8
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service Center, and NTUA indicates the City of Gallup New Mexico.
RSN Clause or Section Title
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan
At least 63 days before use of
ROW
A CE CDMS
01 14 10-2 Use of Site Optional Onsite Security Plan
At least 60 days before use of site
A CE CDMS
01 31 19-1 Project Management and Coordination
Written Summary Monthly once onsite construction begins
A CE CDMS
01 31 19-2 Project Management and Coordination
Off ROW Land Use Coordination
At least 6 months before use of OFF ROW land
I CE CDMS
01 31 19-3 Project Management and Coordination
Key Personnel Within 7 days after receipt of Notice of Award
A CE CDMS
01 31 19-4 Project Management and Coordination
Replacement of Key Personnel
A minimum of 2 business days prior to work being performed by new personnel
A CE CDMS
01 31 30-1 Deleted
01 31 30-2 Deleted
01 32 10-1 Construction Program
Representative Information
Within 7 days after receipt of Notice of Award
I CE CDMS
01 32 10-2 Construction Program
Baseline Schedule Within 21 days after receipt of initial Notice to Proceed
A CE CDMS
01 32 10-3 Construction Program
Updated Schedule Reports
Monthly or with Progress Payments
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01 33 00 - 9
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
01 32 10-4 Construction Program
Time Impact Analysis
Within 28 days after CO directs a contract change, with any proposal for a future modification, with any value engineering proposal, or with any request or claim for an equitable adjustment to the contract.
A CE CDMS
01 35 10-1 Safety Data Sheets Complete LHM and SDS
At least 14 days before jobsite delivery of hazardous material
I CE CDMS
01 35 10-2 Safety Data Sheets Updated LHM and
SDS
At least 14 days before jobsite delivery of hazardous material not previously listed
I CE CDMS
01 35 20-1 Safety and Health
(WBR 1452.223-81)
Safety Program Submitted and accepted before commencing onsite work.
Submit at least 45 days before beginning onsite work. See Section 3 of RSHS
A CE CDMS
01 35 20-2 Safety and Health Job Hazard Analyses
At least 14 days before commencing onsite activities for each phase of work
A CE CDMS
01 35 20-3 Safety and Health Monthly Accident Summary Report
First day of each month. See paragraph 3.8 of
RSHS
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01 33 00 - 10
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
01 35 30-1 Contractor’s Onsite Safety Personnel
Resumes At least 45 days before beginning onsite construction;
resubmit upon personnel change
A CE CDMS
01 35 30-2 Contractor’s Onsite Safety Personnel
Safety Inspection Reports
At least once each week
I CE CDMS
01 46 00-1 Quality Procedures Definable Features of Work List
Within 21 days after receipt of initial Notice to Proceed
A CE CDMS
01 46 00-2 Quality Procedures Contractor Quality Control (QC) Plan
At least 45 days before beginning onsite work
A CE CDMS
01 46 00-3 Quality Procedures Contractor’s Quality Daily Report
Weekly I CE CDMS
01 46 00-4 Quality Procedures Quality Control Supervisor (QCS) Resume
At least 45 days before beginning onsite work.
Resubmit upon personnel change.
A CE CDMS
01 46 00-5 Quality Procedures Contractor’s Quality Testing Plan
At least 45 days before beginning onsite work
A CE CDMS
01 46 00-6 Quality Procedures Summary of Monthly Test Results
Monthly, on or before 5th day of each month
A CE CDMS
01 46 20-1 Testing Agency Services
Testing Agencies Services Plan
At least 45 days before testing is required
A CE CDMS
01 46 25-1 Special Inspections Preconstruction Submittals
At least 45 days before special inspection is required
A CE CDMS
01 46 25-2 Special Inspections Test Reports Daily and Biweekly
A CE CDMS
01 46 25-3 Special Inspections Certificates At least 45 days before special inspection is required
Navajo-Gallup Water Supply Project Amendment No. 002
01 33 00 - 11
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
01 46 25-4 Special Inspections Closeout Submittals
Within 14 days of completion of work
A CE CDMS
01 55 00-1 Vehicular Access and Parking
Pre-Construction Digital Recording
At least 21 days before beginning onsite work
A CE 0 1 0 0
01 55 00-2 Vehicular Access and Parking
Right of Way (ROW) Access Plan
At least 21 days before beginning onsite work.
A CE CDMS
01 55 00-3 Vehicular Access and Parking
Post-Construction and Post-Repair Digital Recording
At least 21 days before leaving site.
A CE 0 1 0 0
01 55 20-1 Traffic Control Information of Traffic Control Plan (TCP)
At least 70 days before affecting public traffic.
A CE CDMS
01 55 20-2 Traffic Control Approved NMDOT Permit(s)
At least 45 days before affecting public traffic.
A CE CDMS
01 56 10-1 Protection of Existing Installations
Plan for Protecting Existing Installations
At least 45 days before start of onsite construction work
A CE CDMS
01 56 15-1 Protection of Existing Utilities
Utility Owner Acknowledgement
At least 45 days before start of onsite construction work
A CE CDMS
01 56 15-2 Protection of Existing Utilities
Utility Crossing Investigation
At least 45 days before start of onsite construction work
A CE CDMS
01 56 15-3 Protection of Existing Utilities
Work Plan within Utility Easements
At least 45 days before start of onsite construction work
A CE CDMS
01 57 20-1 Environmental Controls
Copy of Applicable Air Quality Permit
At least 14 days before beginning onsite work
I CE CDMS
01 57 30-1 Water Pollution Control
Stormwater Pollution Prevention Plan
(SWPPP)
At least 28 days before start of onsite construction work
Navajo-Gallup Water Supply Project Amendment No. 002
01 33 00 - 12
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
01 57 30-2 Water Pollution Control
Spill Prevention, Control, and Countermeasure (SPCC) Plan
At least 28 days before delivery or storage of oil
A CE CDMS
01 57 40-1 Pesticides Qualifications At least 45 days before beginning onsite work
A CE CDMS
01 57 40-2 Pesticides Pesticide Use Plan At least 45 days before application of first pesticide
A CE CDMS
01 57 50-1 Tree and Plant Protection
Protection Plan At least 45 days before beginning onsite work
A CE CDMS
01 57 90-1 Preservation of Historical and Archeological Data
Alternate Use Area At least 45 days before beginning offsite work, if commercial site;
if non-commercial site then at least 6-months prior to use of land
A CE CDMS
01 61 10-1 Buy American Buy American Certificates
Prior to project closeout
I CE CDMS
01 71 20-1 Surveying Surveying Plan Within 45 days after Notice to Proceed, and approved before beginning survey work
A CE CDMS
01 71 20-2 Surveying Resume(s) At least 45 days before beginning survey work;
resubmit upon personnel change
I CE CDMS
01 71 20-3 Surveying Accuracy Check Results
At least 45 days before beginning survey work
I CE CDMS
01 74 00-1 Cleaning and Waste Management
Waste Production and Disposal Plan
At least 45 days before beginning onsite work
I CE CDMS
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01 33 00 - 13
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
01 74 00-2 Cleaning and Waste Management
Waste Production and Disposal Records
Within 7 days of hazardous waste disposal
I CE CDMS
01 74 00-3 Cleaning and Waste Management
Environmental Consultant Resume
At least 45 days before beginning environmental assessment
I CE CDMS
01 74 00-4 Cleaning and Waste Management
Environmental Site Assessment
Within 14 days of completion of work
I CE CDMS
01 78 30-1 Project Record Documents
Electronic Media Release Form, Upon Request
With request for Electronic Drawings
A CE CDMS
01 78 30-2 Project Record Documents
Progress As-Built Drawings
Monthly once onsite construction begins.
A CE CDMS
01 78 30-3 Project Record Documents
Final As-Built Drawings
Within 28 days of Government issued substantial completion of work
A CE CDMS
01 78 30-4 Project Record Documents
Final Drawings Within 14 days of approval of
RSN 01 78 30-3
A CE 0 2 0 2
CDMS
01 80 15 -1 Commissioning Qualifications At least 60 days before start of commissioning
A CE CDMS
01 80 15 -2 Commissioning Testing and Commissioning Plan
At least 60 days before start of commissioning
A CE CDMS
01 80 15 -3 Commissioning Testing and Commissioning Reports
Within 14 days of completion of Testing
I CE CDMS
01 80 15 -4 Commissioning Post-Testing and Commissioning Documentation
Within 28 Days of completion of Testing
I CE CDMS
03 11 10-1 Concrete Forming Formwork Design and Drawings
At least 45 days prior to installation work
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01 33 00 - 14
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
03 20 00-1 Concrete Reinforcement
Reinforcement Diagrams and Lists
At least 45 days before placing concrete
A CE CDMS
03 20 60-1 Concrete Anchors Instructions At least 45 days before placing concrete
A CE CDMS
03 20 60-2 Concrete Anchors Test Data and Results
At least 7 days before testing
A 86-8530 CDMS
03 30 00-1 Cast-In-Place Concrete
Approval Data At least 45 days before placing concrete
A 86-8530 CDMS
03 30 00-2 Cast-In-Place Concrete
Concrete Placement Schedule
At least 45 days before placing concrete
A 86-8530 CDMS
03 30 00-3 Cast-In-Place Concrete
Certifications At least 45 days before placing concrete
A 86-8530 CDMS
03 30 00-4 Cast-In-Place Concrete
Test Reports At least 45 days before placing curing compound
A 86-8530 CDMS
03 48 00-1 Precast Concrete Manholes
Certificates At least 45 days before placing concrete
A 86-8530 CDMS
03 48 00-2 Precast Concrete Manholes
Shop Drawings At least 45 days before placing concrete
A 86-8530 CDMS
03 48 00-3 Precast Concrete Manholes
Product Data At least 45 days before placing concrete
A 86-8530 CDMS
03 62 20-1 Nonshrink Grout for Equipment and Metalwork
Packaged Nonshrink Grout Data
At least 45 days before placing concrete
A 86-8530 CDMS
03 63 00-1 Epoxy Grout Approval Data At least 45 days before beginning grouting
A 86-8530 CDMS
09 96 20-1 Coatings Approval Data At least 28 days before beginning coating work
A 86-8540 CDMS
09 96 20-2 Coatings Final Approval Data
At least 28 days before beginning coating work
A 86-8540 CDMS
09 96 20-3 Coatings Paint Chip Samples
At least 28 days before beginning
A 86-8540 CDMS
Navajo-Gallup Water Supply Project Amendment No. 002
01 33 00 - 15
Table 01 33 00A – List of Submittals
* Submittal types: A – Action, I – Information
Submittals Required
Due Date or Delivery Time
Type
Respon-sible Code
No. of sets to be sent to:**
CO CE TSC NTUA
coating work 0 1 1 0
09 96 20-4 Coatings Qualifications At least…
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