Attachment__12_00_00_01_-_Revised_Specifications_07-16-21_0003.pdf

Navajo-Gallup Water Supply Project Amendment 003 San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Price Schedule Revised B - 1

SECTION B - SUPPLIES OR SERVICES AND PRICES

SAN JUAN LATERAL – NAVAJO CODE TALKERS SUBLATERAL

REACHES 12.1 & 12.2

NAVAJO-GALLUP WATER SUPPLY PROJECT - NEW MEXICO

B.1 PRICE SCHEDULE

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

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

(c) Quantities in the Price Schedules are estimated quantities for comparison of offers only.

Except as provided in contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against Government for overruns or underruns. Contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

(d) See contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1-1.

(e) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-1 WBR

1452.232-81

Mobilization and Preparatory Work

For the lump sum of $

1-2 01 31 30 Contract Document Management System

For the lump sum of $

1-3 01 33 26 Electrical Drawings and Data For the lump sum of $

1-3a 01 55 20 Traffic Control Barriers 3,760 Lin Ft $ $

1-4 01 56 15 Protection of Existing Utilities For the lump sum of $

1-5 01 78 30 As-built and Final Drawings (All Reaches)

For the lump sum of $150,000

1-6 01 78 30 Operations and Maintenance (O&M) Manuals (All Reaches)

For the lump sum of $25,000

1-7 03 48 10 Precast Concrete Manhole Sections

For the lump sum of $

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised B - 2

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-8 03 81 10 Concrete Removal 150 yd3 $ $

1-9 25 00 01 System Control and Monitoring For the lump sum of $

1-10 26 05 02 Complete Electrical System For the lump sum of $

1-11 26 05 33 2-inch HDPE Conduit 58,730 lin ft $ $

1-12 26 42 10 Submerged Galvanic Anode Cathodic Protection System for Welded Steel Tanks

For the lump sum of $

1-13 26 42 11 Bolted Tank Submerged Galvanic Anode Cathodic Protection System

For the lump sum of $

1-14 26 42 12 Buried Galvanic Anode Cathodic Protection and Corrosion Monitoring Systems

For the lump sum of $

1-15 31 02 10 Water for Dust Abatement 5,600 M(1,000) gal

1-16 31 02 30 Dust Palliative 58,600 lin ft $ $

1-17 31 11 00 Clearing and Grubbing For the lump sum of $

1-18 31 14 10 Stripping, Stockpiling, and Placement

For the lump sum of $

1-19 31 23 11 Common Excavation for Structures

29,500 yd3 $ $

1-20 31 23 11 Backfill about Structures 16,600 yd3 $ $

1-21 31 23 11 Compacting Backfill about Structures

16,600 yd3 $ $

1-22 31 23 22 Mobilization of Trench Box For the lump sum of $

1-23 31 23 22 Use of Trench Box 2,580 lin ft $ $

1-24 31 31 30 Soil-Applied Herbicide 45,500 yd2 $ $

1-25 31 37 00 Riprap 77 yd3 $ $

1-26 32 15 10 Gravel Surfacing 5,600 yd3 $ $

1-27 32 15 10 Black Hat Tank Access Road Excavation

2,100 yd3 $ $

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised B - 3

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-28 32 31 10 Chain Link Fence 1,065 lin ft $ $

1-29 32 92 20 Seeding and Soil Amendment 137 ac $ $

1-30 33 05 21 Bored Utility Crossing – Sta.

121048+60 to Sta. 121049+70

110 lin ft $ $

1-31 33 05 21 Bored Utility Crossing – Sta.

121068+17 to Sta. 121068+85

68 lin ft $ $

1-32 33 05 21 Bored Utility Crossing – Sta.

121502+90 to Sta. 121504+00

110 lin ft $ $

1-33 33 05 22 Horizontal Directional Drilling

– Sta. 121198+77

1,060 lin ft $ $

1-34 33 05 22 Horizontal Directional Drilling

– Sta. 121452+94

940 lin ft $ $

1-35 33 05 22 Horizontal Directional Drilling

– Sta. 121573+29

1,270 lin ft $ $

1-36 33 11 10 24-Inch Line Pipe 25,392 lin ft $ $

1-37 33 11 10 30-Inch Line Pipe 33,505 lin ft $ $

1-38 33 11 10 Repair Kits For the lump sum of $

1-39 33 11 10 Filling and Testing Pipe 1,900,000 gal $ $

1-40 33 12 10 3-Inch Diameter Air Valve Assemblies –Class 150

2 ea $ $

1-41 33 12 10 3-Inch Diameter Air Valve Assemblies – Class 300

18 ea $ $

1-42 33 12 10 6-Inch Diameter Blowoffs – Class 150

2 ea $ $

1-43 33 12 10 6-Inch Diameter Blowoffs – Class 250

17 ea $ $

1-44 33 12 10 24-Inch Sectionalizing Valve Assemblies – Class 250B

3 ea $ $

1-45 33 12 10 24-Inch Sectionalizing Valve Assemblies – Class 350B

1 ea $ $

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised B - 4

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-46 33 12 10 Line Pipe Sampling Stations 4 ea $ $

1-47 33 16 00 Black Hat Tank For the lump sum of $

1-48 33 82 23 Fiber Optic Cable 62,000 lin ft $ $

1-49 35 21 95 Steel Manifold Piping For the lump sum of $

1-50 35 22 15 Valves and Equipment For the lump sum of $

1-50a 35 42 35 Wash Crossing Sta. 121205+48 For the lump sum of $

1-51 35 42 35 Wash Crossing Sta. 121388+34 For the lump sum of $

1-52 35 42 35 Wash Crossing Sta. 121466+07 For the lump sum of $

TOTAL FOR PRICE SCHEDULE 1(Reach 12.1) $_________________

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised B - 5

PRICE SCHEDULE 2 (Reach 12.2)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

2-1 WBR

1452.232-81

Mobilization and Preparatory Work

For the lump sum of $

2-2 01 31 30 Contract Document Management System

For the lump sum of $

2-3 01 33 26 Electrical Drawings and Data For the lump sum of $

2-3a 01 55 20 Traffic Control Barriers 1,575 lin ft $ $

2-4 01 56 1516 Protection of Existing Utilities For the lump sum of $

2-5 25 00 01 System Control and Monitoring For the lump sum of $

2-6 26 05 02 Complete Electrical System For the lump sum of $

2-7 26 05 33 2-inch HDPE Conduit 22,838 lin ft $ $

2-8 26 42 10 Submerged Galvanic Anode Cathodic Protection System for Welded Steel Tanks

For the lump sum of $

2-9 26 42 11 Bolted Tank Submerged Galvanic Anode Cathodic Protection System

For the lump sum of $

2-10 26 42 12 Buried Galvanic Anode Cathodic Protection and Corrosion Monitoring Systems

For the lump sum of $

2-11 31 02 10 Water for Dust Abatement 2,400 M(1,000) gal

2-12 31 02 30 Dust Palliative 23,110 lin ft $ $

2-13 31 11 00 Clearing and Grubbing For the lump sum of $

2-14 31 14 10 Stripping, Stockpiling, and Placement

For the lump sum of $

2-15 31 23 11 Common Excavation for Structures

27 yd3 $ $

2-16 31 23 11 Backfill about Structures 238 yd3 $ $

2-17 31 23 11 Compacting Backfill about Structures

238 yd3 $ $

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised B - 6

PRICE SCHEDULE 2 (Reach 12.2)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

2-18 31 23 22 Mobilization of Trench Box For the lump sum of $

2-19 31 23 22 Use of Trench Box 5,023 lin ft $ $

2-20 31 31 30 Soil-Applied Herbicide 19,530 yd2 $ $

2-21 32 15 10 Gravel Surfacing 660 yd3 $ $

2-22 32 15 10 McKinley Surge Tank Access Road Excavation

350 yd3 $ $

2-23 32 31 10 Chain Link Fence 202 lin ft $ $

2-24 32 92 20 Seeding and Soil Amendment 47 ac $ $

2-25 33 05 22 Horizontal Directional Drilling

– Sta. 122033+73

1,279 lin ft $ $

2-26 33 05 22 Horizontal Direction Drilling – Sta. 122159+75

1,045 lin ft $ $

2-27 33 05 22 Horizontal Directional Drilling

– Sta. 122220+20

1,876 lin ft $ $

2-28 33 05 22 Horizontal Directional Drilling

– Sta. 122260+13

1,962 lin ft $ $

2-29 33 05 23 Open Cut Railroad Crossing 115 lin ft $ $

2-30 33 11 10 24-Inch Line Pipe 21,323 lin ft $ $

2-31 33 11 10 Steep Line Pipe 1,159 lin ft $ $

2-32 33 11 10 Combined 24-Inch and 24DR32.5 HDPE Drain Pipe

100 lin ft $ $

2-33 33 11 10 Combined 24-Inch and 16DR32.5 HDPE Drain Pipe

723 lin ft $ $

2-34 33 11 10 Repair Kits For the lump sum of $

2-35 33 11 10 Filling and Testing Pipe 700,000 gal $ $

2-36 33 12 10 2-Inch Diameter Air Valve Assemblies – Class 150

11 ea $ $

2-37 33 12 10 2-Inch Diameter Air Valve Assemblies – Class 300

8 ea $ $

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised B - 7

PRICE SCHEDULE 2 (Reach 12.2)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

2-38 33 12 10 6-Inch Diameter Blowoffs – Class 150

7 ea $ $

2-39 33 12 10 6-Inch Diameter Blowoffs – Class 250

5 ea $ $

2-40 33 12 10 24-Inch Sectionalizing Valve Assemblies – Class 250B

2 ea $ $

2-41 33 12 10 Line Pipe Sampling Stations 1 ea $ $

2-42 33 16 00 McKinley Surge Tank For the lump sum of $

2-43 33 33 19 Baffled Outlet For the lump sum of $

2-44 33 42 30 24-Inch Diameter Corrugated Metal Culverts

40 lin ft $ $

2-45 33 82 23 Fiber Optic Cable 29,000 lin ft $ $

2-46 35 21 95 Steel Manifold Piping For the lump sum of $

2-47 35 22 15 Valves and Equipment For the lump sum of $

2-47a 35 42 35 Wash Crossing Sta. 122022+84 For the lump sum of $

2-48 35 42 35 Wash Crossing Sta. 122107+01 For the lump sum of $

TOTAL FOR PRICE SCHEDULE 2 (Reach 12.2) $_________________

END OF SECTION

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised B - 8

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San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Table of Contents

Revised 00 01 10 - 1

SECTION C - DESCRIPTION/SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 01 32 10 Construction Program 01 33 00 Submittals 01 33 26 Electrical Drawings and Data 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 57 90 Preservation of Historical and Archeological Data 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 03 – CONCRETE

03 11 10 Concrete Forming 03 15 12 PVC Waterstops 03 15 18 Hydrophilic Waterstops 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 48 00 Plant-Precast Concrete Structures 03 48 10 Precast Concrete Manholes 03 63 00 Epoxy Grout 03 81 10 Concrete Removal

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 00 01 10 - 2

DIVISION 05 – METALS

05 50 00 Metal Fabrications

DIVISION 09 – FINISHES

09 96 20 Coatings

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10 14 26 Utility Markers

DIVISION 25 – INTEGRATED AUTOMATION

25 00 01 Control and Monitoring 25 08 10 Automation System Testing, Acceptance, and Training

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 20 Conductors and Cables 26 05 26 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 90 Wiring Checkout and Tests 26 21 12 Meter Socket 26 24 16 Panelboard 26 27 40 Wiring Devices 26 42 10 Submerged Galvanic Anode Cathodic Protection System for Welded Steel Tanks 26 42 11 Submerged Galvanic Anode Cathodic Protection System for Bolted Tank 26 42 12 Buried Galvanic Cathodic Protection and Corrosion Monitoring Systems

DIVISION 31 – EARTHWORK

31 02 10 Water for Dust Abatement 31 02 30 Dust Palliative 31 03 33 Removal of Water from Excavation 31 11 00 Clearing and Grubbing 31 14 10 Stripping, Stockpiling and Placement 31 23 02 Compacting Earth Materials 31 23 11 Earthwork for Structures 31 23 22 Pipe Trench Earthwork 31 23 39 Disposal of Excavated Materials 31 23 70 Controlled Low Strength Material (CLSM) 31 24 18 Gravel Drain for Black Hat Tank 31 31 30 Soil-Applied Herbicide

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 00 01 10 - 3

31 32 36 HDPE Geomembrane for Black Hat Tank 31 37 00 Riprap

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 22 Asphalt Concrete Pavement 32 15 10 Gravel Surfacing 32 31 10 Chain Link Fence 32 91 60 Erosion Control Blanket 32 92 20 Seeding and Soil Amendment

DIVISION 33 – UTILITIES

33 05 21 Bored Utility Crossings 33 05 22 Horizontal Directional Drilling (HDD) 33 05 23 Open-Cut Railroad Crossings 33 11 10 Pipeline General Requirements 33 11 12 Steel Line Pipe 33 11 13 Ductile Iron Pipe 33 11 16 PVC Pressure Pipe 33 11 17 PVC Gravity Drain for Black Hat Tank 33 11 18 HDPE Pressure Pipe 33 11 30 Steel Manifold Piping for Line Pipe Installations 33 12 10 Valves and Equipment for Line Pipe Installations 33 16 00 Water Storage and Surge Tanks 33 16 50 Steel Tanks 33 16 51 Concrete Wire Wrapped Tank 33 16 52 Concrete Prestressed Tank 33 21 95 Metal Piping for Line Pipe Installations 33 33 19 Black Hat Tank Baffled Outlet 33 42 30 Corrugated Metal Pipe Culverts 33 82 23 Optical Fiber Communication Distribution Cabling

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 21 95 Steel Manifold Piping 35 22 15 Valves and Equipment 35 42 35 Bank Treatment

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Black Hat Tank Foundation Recommendations 51 00 20 Property Owner Contact Information – Pending 51 00 30 Tohlakai Pumping Plant – OIT Screens 51 00 40 NTUA – Markers 51 00 50 Railroad Agreement – Pending

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 00 01 10 - 4

DIVISION 52 – DRAWINGS

52 00 00 Drawings

DIVISION 53 – GEOLOGIC INVESTIGATIONS AND RECORDS

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

END OF CONTENTS

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Use of Site

Revised 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for

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

www.usbr.gov/mussels/prevention

1.03 SUBMITTALS

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

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

1. For each Contractor use site on Government land.

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

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards in accordance with RSN 01 57 30-1.

2) Parking areas, temporary roads, and haul routes in accordance with RSN 01 57 30-1.

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

4) First-aid and medical facilities.

5) 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.

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

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 14 10 - 2

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

7) Temporary fences.

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

d. Describe methods to protect, and repair if damaged, 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 Government land made during design and erection stages or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

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

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

1. Prior to using land outside of ROW, obtain cultural and environmental approvals in accordance with Section 01 31 19 – Project Management and Coordination.

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

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

E. Housing for construction personnel will not be permitted.

F. Natural Conditions:

1. Ambient Temperature Range: -45 to 40 degrees C.

2. Relative Humidity: 0 to 90 percent.

3. Altitude: 7,000 feet.

4. Wind:

a. Maximum sustained: 45 knots.

b. Maximum gust: 60 knots.

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 14 10 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

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

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

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

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 14 10 - 4

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Submittals

Revised 01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal Inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 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 are considered to be “shop drawings” within terms of 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 satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational submittals are considered to be “shop drawings” within terms of clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by Government is not required.

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 2

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 and title, and RSN.

3. Measurement Units: US Customary Units.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractors 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: ANSI D size (22-inches by 34-inches).

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 2010 or later.

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-60004.

2) Government will supply template.

3) Government will supply specific title block information to be used.

6. Final Drawings:

a. Computer drafted.

b. Government will supply electronic AutoCAD format template.

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 3

c. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

7. Electronic Files: On CD or DVD discs.

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.

2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf on CD or DVD discs:

1) Bookmark longer files to assist in navigating file.

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.

d. As-built drawings, photographs, and test records or reports if required by the specifications.

G. Photographs:

1. Digital files on CD or DVD in .jpeg or similar format.

H. Samples and Color Selection Submittals:

1. Label with complete manufacturer's product and color identification.

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 4

2. Include type and quantity of materials specified in the referenced section in each “set” of samples.

3. Samples: Representative of product to be installed. Xerographic sheets for color selection are not acceptable.

4. Color Chips: Sample paint chips. Ink color reproductions are not acceptable.

5. Label each sample, sample kit, set of color chips, or color chart with contract number and title.

6. Government will select architectural color and pattern after product approval.

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 number of sets specified in “No. of sets to be sent to:” columns in Table 01 33 00A – List of Submittals.

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 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 21-days for review of each submittal or resubmittal, unless otherwise specified.

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 5

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 return mailing postmark date.

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 2 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:

a. Approval was required under contract.

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. Action Submittals: One set of submittals required for action will be returned either approved, approved with comments, or not approved:

a. Revise and resubmit submittals not approved.

b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.

2. Informational Submittals: Government will acknowledge Informational submittals:

a. Informational submittals will not be returned when they satisfy contract requirements.

b. Informational submittals that do not satisfy contract requirements may be returned for resubmittal or additional information may be requested.

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 6

1.07 TRANSMITTAL

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, NM 87401.

3. Technical Service Center, Bureau of Reclamation, Attn: 86-68510, P.O. Box

25007, Denver CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

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:

1. Responsible codes starting with “86-6” are located in Technical Service Center.

Send these submittals to TSC address shown above.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code but show “No. of sets to be sent to” in Table 01 33 00A - List of Submittals.

D. When “No. of sets to be sent to” is 0, send a copy of transmittal letter to that office.

E. Submittals required by 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

Not Used

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 7

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan

At least 28-days before use of Federal land

A CE CDMS

01 31 19-1 Project Management and Coordination

Written Summary Monthly once on-site construction begins

A CE CDMS

01 31 19-2 Project Management and Coordination

Off ROW Land Use Coordination

At least 4-months prior to use of land

A CE CDMS

01 31 19-3 Project Management and Coordination

Replacement of Key Personnel

At least 48-hours prior to changes

A CE CDMS

01 31 30-1 Contract Document Management System

Approval Data Within 7-days of Award

A CE 0 1 0

01 31 30-2 Contract Document Management System

Final Data Within 14-days of completion of work

A CE 0 2 2

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 Notice to Proceed

A CE CDMS

01 32 10-3 Construction Program

Updated Schedule Reports

Monthly or with Progress Payments

A CE CDMS

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

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 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, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

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

Safety Program At least 28-days before beginning onsite work

A CE CDMS

01 35 20-2 Safety and Health

Job Hazard Analyses (JHA) List

At least 28-days before beginning onsite 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.

A CE CDMS

01 35 20-4 Safety and Health

Documentation and Records

At least 28-days before beginning onsite work

A CE CDMS

01 35 20-5 Safety and Health

Covid-19 Notification

Submitted and accepted within 24-hours

A CE CDMS

01 35 20-6 Safety and Health

Employee Return to Work Documentation

Submitted and accepted within 24-hours

A CE CDMS

01 35 30-1 Contractor’s Onsite Safety Personnel

Resumes Qualifications

At least 14-days before beginning on-site construction

I CE CDMS

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Once each week I CE CDMS

01 46 00-1 Quality Procedures

Contractor Quality Control Plan (QC)

At least 28-days before beginning onsite work

A CE CDMS

01 46 00-2 Quality Procedures

Contractor’s Daily Report

No later than the end of the following workday

I CE CDMS

01 46 00-3 Quality Procedures

Quality Control Supervisor (QCS) Resume

At least 28-days before beginning onsite work

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 9

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

01 46 00-4 Quality Procedures

Contractor’s Quality Testing Plan

At least 28-days before beginning onsite work

A CE CDMS

01 46 00-5 Quality Procedures

Summary of Monthly Test Results

Monthly with pay request

I CE CDMS

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

At least 42-days before testing is required

A CE CDMS

01 55 00-1 Vehicular Access and Parking

Initial Digital Recording

At least 21-days before beginning on-site work

A CE 0 1 0

01 55 00-2 Vehicular Access and Parking

Post Construction Digital Recording

At least 21-days before leaving site.

A CE 0 1 0

01 55 20-1 Traffic Control Information of Traffic Control Plan (TCP) and Permit Applications

At least 70-days before affecting public traffic

A CE CDMS

01 55 20-2 Traffic Control Approved

NMDOT

Permit(s)

At least 70-days before affecting public traffic

A CE CDMS

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28-days before start of onsite construction work

A CE CDMS

01 56 15-1 Protection of Existing Utilities

Utility Owner Acknowledgment

At least 28-days before start of onsite construction work

A CE CDMS

01 56 15-2 Protection of Existing Utilities

Utility Investigation

At least 28-days prior to submittal of 33 11 10-2 Pipe Laying Diagrams

I CE CDMS

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 14-days before beginning on-site work

I CE CDMS

01 57 30-1 Water Pollution Control

Updated Stormwater Pollution Prevention Plan

(SWPPP)

At least 42-days before start of onsite construction work

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 10

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 42-days before delivery or storage of oil

A CE CDMS

01 57 50-1 Tree and Plant Protection

Protection Plan At least 28-days before beginning on-site work

A CE CDMS

01 57 90-1 Preservation of Historical and Archeological Data

Alternate Use Area or Borrow Area

At least 28-days before commencing on site construction work

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

A CE CDMS

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

I CE CDMS

01 71 20-3 Surveying Accuracy Check Results

At least 28-days before beginning survey work

I CE CDMS

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2-days of completing and reducing notes

I CE CDMS

01 71 20-5 Surveying Original Field Survey Books

Weekly I CE CDMS

01 71 20-6 Surveying Quantity Survey Notes and Computations

Accompanying progress payment requests

I CE CDMS

01 71 20-7 Surveying Workday's Survey Notes

At conclusion of workday if requested by Government

I CE CDMS

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

Within 7-days of waste disposal

I CE CDMS

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7-days of hazardous waste disposal

I CE CDMS

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 11

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 28-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

As-built Drawings

Within 28-days of Government issued substantial completion of work

A CE

0 1 1

01 78 30-2 Project Record Documents

Final Drawings Within 14-days of approval of RSN 01 78 30-1

A CE CDMS

0 2 0

01 78 30-3 Project Record Documents

O&M Manuals Within 14-days of completion of project

A CE CDMS

0 1 0

03 15 12-1 PVC Waterstop Purchase Orders At least 28-days before placing concrete

A CE CDMS

03 15 12-2 PVC Waterstop Samples At least 28-days before placing concrete

A CE

0 0 1

03 15 12-3 PVC Waterstop Certification At least 28-days before placing concrete

A CE CDMS

03 15 12-4 PVC Waterstop Drawings At least 28-days before placing concrete

A CE CDMS

03 15 12-5 PVC Waterstop Instructions At least 28-days before placing concrete

A CE CDMS

03 15 18-1 Hydrophilic Waterstops

Product Data At least 28-days before placing concrete

A CE CDMS

03 15 18-2 Hydrophilic Waterstops

Certification At least 28-days before placing concrete

A CE CDMS

03 15 18-3 Hydrophilic Waterstops

Instructions At least 28-days before placing concrete

A CE

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 12

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

03 15 18-4 Hydrophilic Waterstops

Samples At least 28-days before placing concrete

A CE

03 20 00-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 28-days before placing concrete

A 86-68530 CDMS

03 30 00-1 Cast-In-Place Concrete

Approval Data At least 42-days before placing concrete

A 86-68530 CDMS

03 30 00-2 Cast-In-Place Concrete

Concrete Placement Schedule

At least 42-days before placing concrete

A CE CDMS

03 30 00-3 Cast-In-Place Concrete

Certifications 42-days before placing concrete

A 86-68530 CDMS

03 30 00-4 Cast-In-Place Concrete

Test Reports Within 7-days of completing tests

A 86-68530 CDMS

03 48 00-1 Plant-Precast Concrete Structures

Certificates At least 28-days before start of onsite construction work

A CE CDMS

03 48 00-2 Plant-Precast Concrete Structures

Shop Drawings Within 2-hours of test results

A TSC

86-68530

CDMS

03 48 00-3 Plant-Precast Concrete Structures

Product Data and Test Reports

At least 28-days before start of onsite construction work

A TSC

86-68530

CDMS

03 48 10-1 Precast Concrete Manholes

Approval Data At least 42-days before installing manholes

A 86-68530 CDMS

03 63 00-1 Epoxy Grout Approval Data At least 42-days before placing grout

A 86-68120 CDMS

03 81 10-1 Concrete Removal

Concrete Removal Plan

At least 42-days before removing concrete

A 86-68530 CDMS

05 50 00-1 Metal Fabrications

Approval Drawings

At least 42-days before beginning work

A 86-68120 CDMS

05 50 00-2 Metal Fabrications

Calculations and Product Data

At least 42-days before beginning work

A 86-68530 CDMS

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 13

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

09 96 20-1 Coatings Approval Data At least 42-days before beginning coating work

A 86-68540 CDMS

09 96 20-2 Coatings Final Approval Data

At least 42-days before beginning coating work

A 86-68540 CDMS

09 96 20-3 Coatings Paint Chip Samples

At least 42-days before beginning coating work

A 86-68540 0 1 1

09 96 20-4 Coatings Qualifications At least 42-days before beginning coating work

A 86-68540 CDMS

09 96 20-5 Coatings Quality Control Plan

At least 42-days before beginning coating work

A 86-68540 CDMS

09 96 20-6 Coatings Contractor Quality Testing Report

Weekly A 86-68540 CDMS

10 14 00-1 Signage Shop Drawings and Approval Data

At least 28-days before beginning work

A CE CDMS

10 14 26-1 Utility Markers Utility Marker Plan

At least 42-days before start of construction activities

A CE CDMS

25 00 01-1 Control and Monitoring

Resume - Monitoring and Control Systems Technical Specialist Work Summary

Within 30-days after Notice to Proceed

A 86-68430 CDMS

25 00 01-2 Control and Monitoring

Approval Drawings and Data

Within 150-days after Notice to Proceed, and at least 45-days prior to installation

A 86-68430 CDMS

25 00 01-3 Control and Monitoring

Software Development Documentation

Within 150-days after Notice to Proceed, and at least 45-days prior to installation

A 86-68430 CDMS

https://doimspp.sharepoint.com/sites/bor-FDR-Project-Integration/Shared%20Documents/General/USACE%20Response%20working%20files/DRAFT%20Final%20for%20USACE.docx?web=1

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 14

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

25 00 01-4 Control and Monitoring

Tohlakai Pumping Plant SCADA System Modifications

Within 150-days after Notice to Proceed, and at least 45-days prior to installation

A 86-68430 CDMS

25 00 01-5 Control and Monitoring

Design Coordination Meeting Agenda

Within 30-days after Notice to Proceed

A 86-68430 CDMS

25 00 01-6 Control and Monitoring

Check Prints At same time as equipment is shipped to the site

A 86-68430 CDMS

25 00 01-7 Control and Monitoring

Final Drawings, Documentation, and Operations and Maintenance Manuals

Within 14-days of completion of work

A 86-68430 CDMS

25 08 10-1 Automation System Testing, Acceptance, and Training

SPAT Procedure and Start Date

At least 42-days before beginning test

A 86-68430 CDMS

25 08 10-2 Automation System Testing, Acceptance, and Training

SPAT Test Report Not more than 28-days after test

I 86-68430 CDMS

25 08 10-3 Automation System Testing, Acceptance, and Training

OAT Procedure and Start Date

At least 42-days before beginning test

A 86-68430 CDMS

25 08 10-4 Automation System Testing, Acceptance, and Training

OAT Report Not more than 28-days after test

I 86-68430 CDMS

25 08 10-5 Automation System Testing, Acceptance, and Training

Training Plan No less than 42-days before first commissioning is scheduled to begin

I 86-68430 CDMS

26 05 20-1 Conductors and Cables

Approval Data Within 42-days after Notice to Proceed

A 86-68430 CDMS

26 05 20-2 Conductors and Cables

Field Test Reports Not more than 30-days after test

I 86-68430 CDMS

26 05 26-1 Grounding and Bonding

Test Reports Not more than 30-days after test

I 86-68430 CDMS

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 15

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

26 05 33-1 Raceways and Boxes

Approval Drawings and Data

Within 42-days after Notice to Proceed

A 86-68430 CDMS

26 05 33-2 Raceways and Boxes

Approval Drawings for Fiber Optic Cable Raceway and Vault Location

At least 60-days prior to installation

A 86-68430 CDMS

26 05 33-3 Raceways and Boxes

As-Built Drawings and Data

Within 14-days of completion of work

A 86-68430 CDMS

26 21 12-1 Meter Socket Approval Data Within 42-days after Notice to Proceed

A 86-68430 CDMS

26 24 16-1 Panelboard Approval Data Within 42-days after Notice to Proceed

A 86-68430 CDMS

26 24 16-2 Panelboard Approval Drawings

Within 42-days after Notice to Proceed

A 86-68430 CDMS

26 24 16-3 Panelboard Panelboard Schedule and Circuit Directory

Within 42-days after Notice to Proceed

A 86-68430 CDMS

26 27 40-1 Wiring Devices Approval Data Within 42-days after Notice to Proceed

A 86-68430 CDMS

26 42 10-1 Submerged Galvanic Anode Cathodic Protection System for Welded Steel Tanks

Certification and Data

At least 42-days before procuring materials

A 86-68540 CDMS

26 42 10-2 Submerged Galvanic Anode Cathodic Protection System for Welded Steel Tanks

Final Data At least 42-days before procuring materials

A 86-68540 CDMS

26 42 11-1 Submerged Galvanic Anode Cathodic Protection System for Bolted Tanks

Certification, Design, and Manufacturer’s Data

At least 42-days before procuring materials

A 86-68540 CDMS

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 16

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

26 42 11-2 Submerged Galvanic Anode Cathodic Protection System for Bolted Tanks

Final Data Within 7-days of final testing

A 86-68540 CDMS

26 42 12-1 Buried Galvanic Cathodic Protection and Corrosion Monitoring Systems

Certification and Data

At least 42-days before procuring materials

A 86-68540 CDMS

26 42 12-2 Buried Galvanic Cathodic Protection and Corrosion Monitoring Systems

Final Data Within 7-days of final testing

A 86-68540 CDMS

31 02 10-1 Water for Dust Abatement

Meter Calibration At least 42-days before beginning onsite work

A CE CDMS

31 02 30-1 Dust Palliative Proposed Application Area for Dust Palliative

At least 42-days before beginning onsite work

A CE CDMS

31 03 33-1 Removal of Water from Excavation

Removal of Water Plan

At least 28-days before beginning onsite work

A CE CDMS

31 23 02-1 Compacting Earth Materials

Test Results Within 7-days after completion of tests

I CE CDMS

31 23 11-1 Earthwork for Structures

Processing Plan for Expansive Soils

At least 42-days before beginning onsite work

A 86-68314 CDMS

31 23 11-2 Earthwork for Structures

Test Results Within 7-days after completion of tests

I 86-68314 CDMS

31 23 22-1 Pipe Trench Earthwork

Cultural Site Trench Box Design

At least 28-days before start of onsite construction work

A CE CDMS

31 23 70-1 Controlled Low Strength Material

(CLSM)

Approval Data for CLSM Produced without Native Soil

At least 42-days before placing

A 86-68530 CDMS

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 17

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

31 23 70-2 Controlled Low Strength Material

(CLSM)

Approval Data for CLSM Produced with Native Soil

Within 7-days of testing

A CE CDMS

31 23 70-3 Controlled Low Strength Material

(CLSM)

Quality Control Test Results

At least 42-days before placing

A CE CDMS

31 24 18-1 Gravel Drain for Black Hat Tank

Laboratory Test Results

At least 42-days before placing

A CE CDMS

31 31 30-1 Soil-Applied Herbicide

Use Plan At least 28-days before placing

A CE CDMS

31 31 30-2 Soil-Applied Herbicide

Applier Certification

At least 28-days prior to beginning work

A CE CDMS

31 32 36-1 HDPE

Geomembrane for Black Hat Tank

Certification At least 28-days prior to beginning work

A CE CDMS

31 32 36-2 HDPE

Geomembrane for Black Hat Tank

Pre-Construction At least 28-days prior to beginning work

A CE CDMS

31 32 36-3 HDPE

Geomembrane for Black Hat Tank

Construction At least 28-days prior to beginning work

A CE CDMS

31 37 00-1 Riprap Approval Data and Test Results

At least 42-days before placing lining

A CE CDMS

32 12 22-1 Asphalt Concrete Pavement

Job Mix Formula

(JMF)

At least 42-days before placing surfacing

A CE CDMS

32 15 10-1 Gravel Surfacing Gravel Certification

At least 14-days before placing surfacing

A CE CDMS

32 15 10-2 Gravel Surfacing Geofabric Installation

At least 42-days before placing surfacing

A CE CDMS

32 15 10-3 Gravel Surfacing Geofabric Certification

At least 42-days before placing surfacing

San Juan Lateral – Navajo Code Talkers Sublateral – Reaches 12.1 & 12.2 Solicitation No. 140R4021R0009

Revised 01 33 00 - 18

Table 01 33 00A – List of Submittals *Submittal Types: A - Action, I - Information **CO indicates Contracting Officer, CE indicates Construction Engineer, and TSC indicates Technical Service Center. CDMS indicates Contract Document Management System.

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

32 31 10-1…