140R4025R0023_Attachment_1_1_-_00_00_01_-_Specifications_11212025_0004.pdf

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This document is a Price Schedule (Section B) for the Navajo-Gallup Water Supply Project's San Juan Lateral - Reach 1 Intake and River Pumping Plant. The price schedule details a comprehensive list of contract line items (CLINs) for a water infrastructure project, encompassing 118 separate line items with both lump sum and unit price components. Key elements include vertical turbine pumping units, intake slide gates, electrical systems, mechanical equipment, site preparation, concrete work, water quality monitoring, cathodic protection systems, and various ancillary components.

The price schedule covers major system categories such as demolition, concrete work, electrical infrastructure, mechanical equipment, site improvements, pumping units, valves, instrumentation, and control systems. Line items range from mobilization and contract document management to specific technical components like vertical turbine pumps, metal building systems, electrical conduits, ground cables, fire protection systems, and water quality monitoring instrumentation. The document provides estimated quantities for each item, with pricing to be determined by the contractor, and includes provisions for variation in estimated quantities and specific requirements for New Mexico and Navajo Nation tax considerations.

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Navajo-Gallup Water Supply Project San Juan Lateral – Reach 1 Intake and River Pumping Plant Solicitation No.

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

SAN JUAN LATERAL – REACH 1 INTAKE AND RIVER PUMPING PLANT

NAVAJO-GALLUP WATER SUPPLY PROJECT, NEW MEXICO

B.1 PRICE SCHEDULE

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

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

(c) Quantities in Price Schedule 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 of Price Schedule.

(e) Definitions:

(1) CLIN – Contract Line Item Number

(f) 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 applicable New Mexico Gross Receipts Tax and Navajo Nation Gross Receipts Tax are included in their price proposal.

(g) 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.

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

1 WBR

1452.232-81

Mobilization and Preparatory Work

For the lump sum of $

2 01 31 30 Contract Document Management System

For the lump sum of $

3 01 33 26 Electrical Drawings and Data

For the lump sum of $

4 01 52 10 Government Field Laboratory

For the lump sum of $

5 01 56 15 Utility Crossing Investigation

For the lump sum of $

6 01 78 30 As-Built Drawings For the lump sum of $200,000

7 01 78 30 Final Drawings For the lump sum of $200,000

8 01 78 30 Operations and Maintenance (O&M) Manuals

For the lump sum of $200,000

9 01 80 15 Commissioning For the lump sum of

10 02 41 00 Demolition of Existing Installations

For the lump sum of $

11 03 20 30 Drilling Holes for Anchor Bars and Epoxy Grouting Bars in Place

590 lf $ $

12 03 30 00 Cast-in-Place Concrete

2700 yd3 $ $

13 03 30 00 RMSC

(Reinforced Mass Concrete)

525 yd3 $ $

14 03 30 00 Lean Concrete 1050 yd3 $ $

15 03 30 00 Concrete Pan 400 lf $ $

B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

16 03 30 00 Miscellaneous Concrete

For the lump sum of $

17 03 48 00 Precast Blowoff Vault

1 Each $

18 03 48 00 Precast Electrical Pullboxes

13 Each $

19 03 81 10 Saw-cutting Existing Concrete

489 870 lf $ $

20 03 81 10 Concrete Removal, Hydrodemolition, 1-inch Calibration Settings

70 180 yd2 $ $

21 03 81 10 Concrete Removal 2,920,000 lb $ $

22 04 22 10 Reinforced Concrete Unit Masonry Assemblies

5,800 ft2 $ $

23 05 50 00 Metal Fabrications For the lump sum of $

24 08 31 25 Floor Access Hatches

For the lump sum of $

25 13 34 21 Metal Building Systems

For the lump sum of $

26 21 11 16 Fire Hydrants For the lump sum of $

27 21 25 00 Hybrid Water Mist Fire Protection System

For the lump sum of $

28 22 11 10 Plant Auxiliary Water Systems

For the lump sum of $

29 22 13 16 Plant Drain Piping Systems

For the lump sum of $

30 23 00 00 Heating, Ventilating, and

For the lump sum of $

B - 4

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

Air-Conditioning (HVAC) System

31 23 08 00 Commissioning -

HVAC

For the lump sum of $

32 25 00 01 System Control and Monitoring

For the lump sum of $

33 26 05 10 Conductors and Cables

17,000 lf $ $

34 26 05 13 Medium-Voltage Power Cable

4,200 lf $ $

35 26 05 13 Medium-Voltage Power Cable Accessories

For the lump sum of $

36 26 05 20 Ground Cable 2,030 lf $ $

37 26 05 20 Ground Rods 9 Each $ $

38 26 05 20 Electrical Ground Resistance Test

For the lump sum of $

39 26 05 33 Electrical Conduit 11,200 lf $ $

40 26 05 33 Fabricated Sheet Steel Boxes, Wiring Troughs, and Precast Handholes

For the lump sum of $

41 26 05 36 Cable Trays 600 lf $ $

42 26 12 19 Install Government Supplied Pad Mounted Transformer

For the lump sum of $

43 26 17 20 Metal-Clad Switchgear Assembly

B - 5

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

44 26 18 39 Medium-Voltage Motor Controllers

For the lump sum of $

45 26 22 12 Dry-Type Transformer

For the lump sum of $

46 26 24 13 Switchboards For the lump sum of $

47 26 24 41 Distribution Panelboards

For the lump sum of $

48 26 26 10 Transformer Load Center

For the lump sum of $

49 26 27 40 Wiring Devices For the lump sum of $

50 26 32 10 Diesel Engine- Generator Set

For the lump sum of $

51 26 42 12 Buried Impressed Current Cathodic Protection

For the lump sum of $

52 26 42 14 Submerged Impressed Current Cathodic Protection

For the lump sum of $

53 26 42 15 Galvanic Anode Cathodic Protection for Welded Steel Tanks

For the lump sum of $

54 26 51 00 Interior Lighting For the lump sum of $

55 26 52 00 Emergency and Exit Lighting

For the lump sum of $

56 26 56 00 Exterior Lighting For the lump sum of $

57 27 30 01 Telephone System For the lump sum of $

58 28 10 01 Security and Surveillance System

B - 6

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

59 28 31 00 Fire Detection and Alarm

For the lump sum of $

60 31 02 10 Water for Dust Abatement

130 MGal $ $

61 31 02 30 Dust Palliative 5.5 Acre $ $

62 31 03 10 Diversion and Care of Stream During Construction

For the lump sum of $

63 31 03 33 Removal and Control of Water

For the lump sum of

64 31 23 11 Common Excavation

34,000 yd3 $ $

65 31 23 11 Rock Excavation 850 yd3 $ $

66 31 23 11 Backfill 30,000 yd3 $ $

67 31 24 18 Gravel Underdrain System

165 yd3 $ $

68 31 24 20 Cement-Bentonite Slurry Cutoff Wall Spoils

For the lump sum of $

69 31 32 32 Geotextile 19,500 yd2 $ $

70 31 32 35 Geocomposite 770 yd2 $ $

71 31 37 00 Riprap 187 yd3 $ $

72 31 56 20 Cement-Bentonite (C-B) Slurry Cutoff Wall

3,900 yd2 yd3 $ $

73 32 15 10 Gravel Surfacing 2,900 yd3 $ $

74 32 31 10 Chain Link Fence 3,300 lf $ $

75 32 91 60 Erosion Control Blanket

8,700 yd2 $ $

B - 7

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

76 32 92 20 Seeding 1.6 Acre $ $

77 33 09 12 Open Channel Flow Meter

For the lump sum of

78 33 09 13 Pressure Differential Flowmeter Systems

For the lump sum of $

79 33 09 15 Water Quality Monitoring Instrumentation System

For the lump sum of $

80 33 09 16 Water Level Measuring Devices

For the lump sum of $

81 33 11 15 PVC Collector and Drain Pipe

250 lf $ $

82 33 12 71 Vertical Turbine Pumping Units

For the lump sum of $

83 33 12 79 Submersible Pumping Unit

For the lump sum of $

84 33 16 14 Air Chambers and Air Compressors

For the lump sum of $

85 33 41 00 PVC Storm Sewer Pipe

130 lf $ $

86 35 21 10 Trashracks For the lump sum of $

87 35 21 21 Coated Bulkhead Gates and Guides

2 each $ $

88 35 21 60 Baffle Gates and Actuators

For the lump sum of $

89 35 21 70 Trash Rake For the lump sum of $

90 35 21 95 Steel Manifold Piping

B - 8

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

91 35 22 10 Slide Gates and Actuators

For the lump sum of $

92 35 22 14 Valve Box 1 Each $ $

93 35 22 14 20-inch AWWA 300 Motor Operated Ball Valves

4 Each $ $

94 35 22 14 20-inch ANSI 250 Tilted Disc Check Valve

4 Each $ $

95 35 22 14 42-inch AWWA 250B Manually Operated Butterfly Valve

1 Each $ $

96 35 22 14 18-inch AWWA 250B Motor Operated Butterfly Valve

2 Each $ $

97 35 22 14 20-inch AWWA 250B Manually Operated Butterfly Valve

7 Each $ $

98 35 22 14 12-inch AWWA 300 Manually Operated Buried Ball Valve

1 Each $ $

99 35 22 14 6-inch AWWA C509 or C515 Manually Operated Buried Gate Valve

1 Each $ $

100 35 22 14 18-inch Pressure Sustaining Valve

1 Each $ $

101 35 22 14 6-inch Manually Operated Flanged Butterfly Valve

4 Each $ $

B - 9

PRICE SCHEDULE

CLIN Section Supplies or Services

Quantity and Unit Unit Price Amount

102 35 22 14 Automatic ball-drip drain value

1 Each $ $

103 35 22 14 3-inch Ball Valve 5 Each $ $

104 35 22 14 2-inch Ball Valve 3 Each $ $

105 35 22 14 ¾-inch Ball Valve

5 Each $ $

106 35 22 14 Combination Air Valve Assembly

5 Each $ $

107 35 22 14 Throttling Air Valve Assembly

4 Each $ $

108 35 22 14 2-inch Globe Valve

3 Each $ $

109 35 22 14 ¾-inch Globe Valve

3 Each $ $

110 35 22 14 Pressure Indicator Transmitter

1 Each $ $

111 35 22 14 Pressure Switch 4 Each $ $

112 35 22 14 Pressure Gauge 5 Each $ $

113 35 79 20 Debris Boom For the lump sum of $

114 41 22 10 Davit Crane For the lump sum of $

115 41 22 12 Gantry Crane For the lump sum of $

116 41 22 23 Bulkhead Monorail Crane

For the lump sum of $

117 41 62 23 Track Loader For the lump sum of $

118 41 63 23 Flatbed Truck For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

B - 10

END OF SUPPLIES OR SERVICES AND PRICES

Navajo-Gallup Water Supply Project Amendment 004

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 14 13 Construction Sequencing 01 31 04 Partnering 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 33 28 Fire Alarm 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 52 10 Government Laboratory 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 26 Temporary Fence 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 61 10 Buy America 01 60 00 Product Requirements 01 64 40 Government-Furnished Products 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents 01 80 15 Commissioning

00 01 10 - 2

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition 02 80 10 General Requirements for Asbestos 02 82 20 Removal and Disposal of Asbestos Containing Materials 02 83 33 Disposal of Equipment with Coatings Containing Regulated Materials 02 83 37 Removal and Disposal of Universal Waste 02 84 49 Removal and Disposal of Polychlorinated Biphenyls 02 87 20 Removal and Disposal of Used Oil

DIVISION 03 – CONCRETE

03 11 10 Concrete Forming 03 15 12 PVC Waterstops 03 15 14 PVC Retro-Fit Waterstop 03 20 00 Concrete Reinforcing 03 20 30 Epoxy Grouted Anchor Bars 03 20 60 Concrete Anchors 03 30 00 Cast-In-Place Concrete 03 35 10 Concrete Floor Hardener 03 48 00 Precast Concrete Structures 03 62 20 Nonshrink Grout 03 63 00 Epoxy Grout 03 81 10 Concrete Removal

DIVISION 04 – MASONRY

04 22 10 Reinforced Concrete Unit Masonry Assemblies

DIVISION 05 – METALS

05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrications 05 51 30 Metal Ladders 05 52 20 Fall Protection Rail System

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 82 10 Fiberglass Reinforced Plastic (FRP)

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 19 20 Silane Water Repellant 07 21 13 Sound Control Batt Insulation

00 01 10 - 3

07 21 20 Extruded Polystyrene Foam Insulation 07 21 50 Spray-Applied Polyurethane Foam Insulation 07 41 13 Insulated Metal Roof Panels 07 42 13 Insulated Metal Wall Panels 07 72 30 Roof Hatches 07 92 00 Masonry Joint Sealant

DIVISION 08 – OPENINGS

08 11 10 Steel Doors and Frames 08 31 25 Floor Access Hatches 08 33 20 Roll-Up Doors 08 41 10 Aluminum Framed Entrances and Storefronts 08 45 13 Structured Polycarbonate Panel Assemblies 08 71 00 Door Hardware

DIVISION 09 – FINISHES

09 29 00 Gypsum Board 09 65 10 Resilient Wall Base 09 91 10 Coatings Concrete, Gypsum Board, and Wood 09 96 20 Coatings

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10 44 20 Fire Extinguishers 10 56 29 Pallet Storage Rack

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 21 Metal Building System

DIVISION 21 - FIRE SUPPRESSION

21 25 00 Hybrid Water Mist Fire Suppression System

DIVISION 22 – PLUMBING

22 11 10 Plant Auxiliary Water Systems 22 13 16 Plant Drain Piping Systems

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

23 00 00 Heating, Ventilating and Air-Conditioning (HVAC) System 23 00 05 Common Work Results -HVAC 23 05 13 Common Motor Requirements for HVAC Equipment

00 01 10 - 4

23 05 29 Supports for HVAC Duct 23 05 53 Identification - HVAC 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 08 00 Commissioning - HVAC 23 09 00 Instrumentation and Control for HVAC 23 31 00 HVAC Ducts 23 33 00 Air Duct Accessories 23 37 00 Air Inlets and Outlets 23 73 13 Packaged Air-Conditioning Units 23 81 26 Split-System Air-Conditioners 23 82 39 Electric Heat Units

DIVISION 25 – INTEGRATED AUTOMATION

25 00 01 System Control and Monitoring

DIVISION 26 – ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 13 Medium-Voltage Power Cable System 26 05 20 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 36 Cable Trays 26 05 90 Wiring Checkout and Tests 26 12 19 Pad-Mount Transformer 26 17 20 Metal-Clad Switchgear Assembly 26 18 39 Medium-Voltage Motor Controllers 26 22 12 Dry-Type Transformer 26 24 13 Switchboards 26 24 41 Distribution Panelboards 26 26 10 Transformer Load Center 26 27 40 Wiring Devices 26 32 10 Engine-Generator Set 26 41 13 Lightning Protection for Buildings 26 42 00 Cathodic Protection System 26 42 12 Buried Impressed Current Cathodic Protection System 26 42 14 Submerged Impressed Current Cathodic Protection 26 42 15 Galvanic Anode Cathodic Protection for Welded Steel Tanks 26 51 00 Interior Lighting 26 52 00 Emergency and Exit Lighting 26 56 00 Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 30 01 Telephone System

00 01 10 - 5

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 10 01 Security and Surveillance System 28 31 00 Fire Detection and Alarm

DIVISION 31 – EARTHWORK

31 02 10 Water for Dust Abatement 31 02 30 Dust Palliative 31 03 10 Diversion and Care of Stream During Construction 31 03 33 Removal of Water from Excavation 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 70 Controlled Low Strength Material (CLSM) 31 24 18 Gravel Drain 31 24 20 Cement-Bentonite Slurry Cutoff Wall Spoils 31 32 32 Geotextile 31 32 35 Geocomposite 31 37 00 Riprap 31 56 20 Cement-Bentonite Cutoff Wall

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 31 01 Fence Grounding 32 31 10 Chain Link Fence 32 91 60 Erosion Control Blanket 32 92 20 Seeding

DIVISION 33 – UTILITIES

33 09 12 Open Channel Flowmeter 33 09 13 Pressure Differential Flowmeter Systems 33 09 15 Water Quality Monitoring Instrumentation 33 09 16 Water Level Measuring Devices 33 11 15 PVC Pipe Drains 33 12 71 Vertical Turbine Pumping Units 33 12 79 Submersible Pumping Units 33 16 14 Air Chambers 33 41 00 PVC Storm Sewer Pipe and Inlets

00 01 10 - 6

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 21 10 Trashracks 35 21 21 Bulkhead Gates 35 21 60 Baffle Gates and Actuators 35 21 70 Trash Rake 35 21 95 Steel Manifold Piping 35 22 10 Slide Gates and Actuators 35 22 14 Valves and Equipment 35 79 20 Debris Boom

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 10 Davit Crane 41 22 12 Gantry Crane 41 22 23 Monorail Crane 41 62 23 Track Loader 41 63 23 Utility Vehicles

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 20 I/O Points List 51 00 35 Site Specific Revegetation Plan 51 00 40 NTUA Markers 51 00 50 Electronic Media Release 51 00 70 Dewatering and Unwatering Forms 51 00 80 BLM Herbicides 51 02 83 Hazardous Materials Survey and Analytic Results 51 40 00 Streamflow Records and Climatic Conditions

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

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 the Price Schedule 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.

D. CDMS: Contract Document Management System.

01 33 00 - 2

E. Record As-built Drawings

1. Set of full-size, hard-copy drawings that contain both Government drawings furnished with this contract and Contractor-produced drawings necessary to clearly identify as-built conditions of the completed project.

F. Final Drawings

1. Complete electronic set of drawings produced by the Contractor as required by these specifications, updated to reflect all changes made in the field during construction.

G. Operations and Maintenance (O&M) Manuals

1. Final documentation for functional elements, equipment and systems installed in the finished work, including all information necessary for Government personnel to operate, maintain, and troubleshoot such elements, equipment and systems in a safe, clear, effective, and efficient manner. Include instructions, final drawings and equipment certifications for each element of work.

H. Design Calculations

1. Calculations and verifications specified in the Government-furnished contract documents. Design calculation and technical requirements are described in relevant specification sections.

2. Defissign calculations shall be certified by a registered professional.

I. Schedule of Values (SOV)

1. Detailed cost breakdown for construction products and execution activities for each lump sum Contract Line Item Number (CLIN) shown in the Section B Price Schedule.

a. Include separate SOV line items for each major product purchase, execution activity, and/or sequential processes required to complete the work associated with each lump sum CLIN.

b. Do not include costs associated with RSN preparation and submission.

c. The SOV will be used to accurately assess and confirm progress payment amounts for each CLIN.

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.

01 33 00 - 3

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 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-7102.

2) Government will provide template.

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

01 33 00 - 4

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 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 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.

01 33 00 - 5

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

G. Photographs:

1. Digital files: In .jpeg or similar format.

H. Samples and Color Selection Submittals:

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

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 sets specified in “Sets to be sent:” columns in Table 01 33 00A – List of Submittals:

1. Submittals identified with “CDMS” in “Sets to be sent” column shall be submitted electronically in accordance with Section 01 31 30 – Contract Document Management System.

2. 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.

3. 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.

01 33 00 - 6

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. No extension will be granted for submittals not on the critical path.

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:

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.

01 33 00 - 7

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. Executive Director Gallup Joint Utilities, PO Box 1270, Gallup, New Mexico, 87305.

5. 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:

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.

01 33 00 - 8

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

Not Used

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup New Mexico.

*** R Code indicates Responsible Code.

RSN Clause or Section Title Submittals Required Due Date or

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

1 Schedule of Values Schedule of Values for lump sum and unit cost CLINs

Submitted and approved before first payment

A CO CDMS

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

At least 60 days before use of site

A CE CDMS

01 31 04-1 Partnering Meeting Minutes Within 7 days after Partnering meeting

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 45 days 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 7 business days prior to work being performed by new personnel

A CE CDMS

01 31 30-1 Contract Document Management System

Approval Data Within 21 days of Award

A CE 0 1 0 0

CDMS

01 31 30-2 Contract Document Management System

Final Data Within 14 days of completion of work

A CE 0 2 2 0

CDMS

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

A CE CDMS

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

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 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 Asbestos Personnel Protection Plan

At least 45 days before beginning onsite work

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

01 35 20-4 Safety and Health PCB Personnel Protection Plan

At least 45 days before beginning onsite work

A CE CDMS

01 35 20-5 Safety and Health Regulated Metals in Coatings Personnel Protection Plan

At least 45 days before beginning onsite work

A CE CDMS

01 35 20-6 Safety and Health Asbestos Preconstruction Test Results

At least 45 days before beginning onsite work

I CE CDMS

01 35 20-7 Safety and Health Asbestos Working Level Test Results

Weekly during removal of asbestos containing materials

I CE CDMS

01 35 20-8 Safety and Health Asbestos Post- Construction Test Results

Within 7 days of completion of removal of materials with asbestos

A CE CDMS

01 35 20-9 Safety and Health Regulated Metals Preconstruction Test Results

At least 45 days before beginning onsite work

I CE CDMS

01 35 20-10 Safety and Health Regulated Metals Working Level Test Results

Weekly during removal of materials with coatings containing regulated metals

I CE CDMS

01 35 20-11 Safety and Health Regulated Metals Post-Construction Test Results

Within 7 days of completion of removal of materials with coatings containing regulated metals

A CE CDMS

01 35 20-7 Safety and Health Weekly Safety Inspection Report

First day of each month. See RSHS

A CE CDMS

01 35 20-8 Safety and Health Respirator Documentation and Records

At least 45 days before beginning

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

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

2nd Monday of each month

I CE CDMS

01 35 30-3 Contractor’s Onsite Safety Personnel

CIH Reports Monthly during demolition of existing facilities

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 Daily Report

At the end of the following workday

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

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

01 46 25-3 Special Inspections Certificates At least 45 days before special inspection is required

A CE CDMS

01 46 25-4 Special Inspections Closeout Submittals Within 14 days of completion of work

A CE CDMS

01 52 10-1 Government Laboratory

Delivery Schedule and Site Layout

Within 7 days after Notice to Proceed

A CE CDMS

01 55 00-1 Vehicular Access and Parking

Preconstruction Digital Recording

At least 21 days before beginning onsite work

A CE 0 1 0 0

01 55 00-2 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 Traffic Control Plan 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 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 prior to submitting pipe laying diagram

A CE CDMS

01 56 15-2 Protection of Existing Utilities

Utility Crossing Investigation

At least 45 days prior to submitting pipe laying diagram and at least 45 days prior to excavation

A CE CDMS

01 56 15-3 Protection of Existing Utilities

Work Plan within Utility Easements

With pipe laying diagram and at least 45 days prior to excavation

A CE CDMS

01 56 26-1 Temporary Fence Approval Data At least 45 days before start of onsite construction work

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 14 days before beginning onsite work

I WCAO CDMS

01 57 30-1 Water Pollution Control

Stormwater Pollution Prevention Plan (SWPPP)

At least 28 days before start of onsite construction work

A WCAO CDMS

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 WCAO CDMS

01 57 40-1 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 60-1 Protected Species Qualifications At least 45 days before beginning In-river work

A CE CDMS

01 57 60-2 Protected Species Fish Net Drawings and Data

At least 45 days before beginning In-river work

A CE CDMS

01 57 90-1 Preservation of Historical and Archeological Data

Alternate Use Area or Borrow Area (when applicable)

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 0-11 Buy American Buy American Certificates

At least 60 days before project closeout

A CE CDMS

01 64 40-1 Government Furnished Products

Shortage Report Within 24 hours of unloading equipment

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

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 Resumes 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 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

At least 45 days before beginning onsite work

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

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 33 00 - 16

Table 01 33 00A – List of Submittals

* Submittal types: A – Action, I – Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

01 78 30-1 Project Record Documents

Electronic Media Release Form, Upon Request

Accompanying request for electronic media

I 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

Draft O&M Manuals

Within 28 days of Government issued substantial completion of work

A CE 0 2 2 2

CDMS

01 78 30-5 Project Record Documents

Final Drawings Within 14 days of approval of

RSN 01 78 30-2

A CE 0 2 0 2

CDMS

01 78 30-6 Project Record Documents

Final O&M Manuals

Within 14 days of approval of

RSN 01 78 30-3

A CE 0 2 2 2

CDMS

01 80 15-1 Commissioning Qualifications Within 150 days after Notice to Proceed, and at least 45 days prior to commissioning

A CE CDMS

01 80 15-2 Commissioning Test Plan At least 60 days prior to commissioning and no earlier than 120 days prior to commissioning

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

01 80 15-3 Commissioning Testing Procedures At least 60 days prior to commissioning and no earlier than 120 days prior to commissioning

I CE CDMS

01 80 15-4 Commissioning Test Reports Within 7 days of completing each test

I CE CDMS

01 80 15-5 Commissioning Discrepancy and Corrections List

Within 7 days of completing each test

I CE CDMS

01 81 15-6 Commissioning Post-Testing and Commissioning Documentation

Within 7 days of completing each test

I CE CDMS

02 41 16-1 Demolition Demolition Plan At least 60 days prior to demolition

A CE CDMS

02 41 16-1 Demolition Notifications and Permits

At least 45 days prior to demolition

A CE CDMS

02 80 10-1 General Requirements for Hazardous Materials, Asbestos

Qualifications At least 45 days before beginning onsite work

A CE CDMS

02 80 10-2 General Requirements for Hazardous Materials, Asbestos

Worker Protection and Monitoring Plan

At least 45 days before beginning onsite work

A CE CDMS

02 80 10-3 General Requirements for Hazardous Materials, Asbestos

Background Test Results

At least 45 days before beginning onsite work

A CE CDMS

02 80 10-4 General Requirements for Hazardous Materials, Asbestos

Worker Exposure Test Results

At least 45 days before beginning

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, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

02 80 10-5 General Requirements for Hazardous Materials, Asbestos

Visual Inspection and Final Air Clearance

At least 45 days before beginning onsite work

A CE CDMS

02 82 20-1 Removal and Disposal of Asbestos Containing Materials

Qualifications At least 45 days prior to demolition

A CE CDMS

02 82 20-2 Removal and Disposal of Asbestos Containing Materials

Asbestos Abatement Notification

At least 45 days prior to demolition

A CE CDMS

02 82 20-3 Removal and Disposal of Asbestos Containing Materials

Asbestos Containment and Shipping Plan

Within 14 days of completion of work

I CE CDMS

02 82 20-4 Removal and Disposal of Asbestos Containing Materials

Bills of Lading Within 14 days of completion of work

I CE CDMS

02 83 33-1 Disposal of Equipment with Coatings Containing Regulated Materials

Qualifications At least 60 days prior to equipment removal

A CE CDMS

02 82 33-2 Disposal of Equipment with Coatings Containing Regulated Materials

Recycled Materials Handling and Disposal Plan

At least 60 days prior to equipment removal

A CE CDMS

02 82 33-3 Disposal of Equipment with Coatings Containing Regulated Materials

Bills of Lading and Recycling Certificates

Within 14 days of completion of work

I CE CDMS

01 33 00 - 19

Table 01 33 00A – List of Submittals

* Submittal types: A – Action, I – Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

02 83 37-1 Removal and Disposal of Universal Waste

Qualifications At least 60 days prior to waste removal

A CE CDMS

02 83 37-2 Removal and Disposal of Universal Waste

UW Handling and Disposal Plan

At least 60 days prior to waste removal

A CE CDMS

02 83 37-3 Removal and Disposal of Universal Waste

Bills of Lading Within 14 days of completion of work

I CE CDMS

02 83 37-4 Removal and Disposal of Universal Waste

Destruction Certificates

Within 14 days of completion of work

I CE CDMS

02 84 40-1 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

Qualifications At least 60 days prior to PCB removal

A CE CDMS

02 84 40-2 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

PCB Light Ballast Disposal Plan

At least 60 days prior to PCB removal

A CE CDMS

02 84 40-3 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

Manifest for Reclamation signature

At least 60 days prior to PCB removal

A CE CDMS

02 84 40-4 Removal and Disposal of Polychlorinated Biphenyls (PCBs)

Final Manifest and Disposal Certificate

Within 14 days of completion of work

I CE CDMS

02 87 20-1 Removal and Disposal of Used Oil

Qualifications At least 60 days prior to oil removal

A CE CDMS

02 87 20-2 Removal and Disposal of Used Oil

Used Oil Characterization

At least 60 days prior to oil removal

A CE CDMS

02 87 20-3 Removal and Disposal of Used Oil

Used Oil Characterization Report

At least 60 days prior to oil removal

A CE CDMS

02 87 20-4 Removal and Disposal of Used Oil

Used Oil Handling and Disposal Plan

At least 60 days prior to oil removal

01 33 00 - 20

Table 01 33 00A – List of Submittals

* Submittal types: A – Action, I – Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

02 87 20-5 Removal and Disposal of Used Oil

Manifest for Reclamation hazardous shipper certified person’s signature

At least 60 days prior to oil removal

A CE CDMS

02 87 20-6 Removal and Disposal of Used Oil

Manifests, Recycling Report, Bills of Lading, Disposal Certificates

Within 14 days of completion of work

A CE CDMS

03 11 10-1 Concrete Forming Formwork Design and Drawings

At least 45 days prior to installing formwork

A CE CDMS

03 15 12-1 PVC Waterstops Purchase Orders At least 45 days prior to placing concrete

A CE CDMS

03 15 12-2 PVC Waterstops Samples At least 45 days prior to placing concrete

A CE CDMS

03 15 12-3 PVC Waterstops Certification At least 45 days prior to placing concrete

A CE CDMS

03 15 12-4 PVC Waterstops Drawings At least 45 days prior to placing concrete

A CE CDMS

03 15 12-5 PVC Waterstops Instructions At least 45 days prior to placing concrete

A CE CDMS

03 15 18-1 Hydrophilic Waterstops

Product Data At least 45 days prior to placing concrete

A CE CDMS

03 15 18-1 Hydrophilic Waterstops

Certification At least 45 days prior to placing concrete

A CE CDMS

03 15 18-1 Hydrophilic Waterstops

Instructions At least 45 days prior to placing concrete

A CE CDMS

03 15 18-1 Hydrophilic Waterstops

Samples At least 45 days prior to placing concrete

01 33 00 - 21

Table 01 33 00A – List of Submittals

* Submittal types: A – Action, I – Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, WCAO indicates Western Colorado Area Office, TSC indicates Technical Service Center, and Gallup indicates the City of Gallup

Delivery Time Type

R Code

No. of sets to be sent to:**

CO CE TSC Gallup/

NTUA

03 20 00-1 Concrete Reinforcing

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

Within 7-days of testing

A 86- 68530

CDMS

03 30 00-1 Cast-in-Place Concrete

Approval Data At least 45-days before placing concrete

A 86- 68530

CDMS

03 30 00-2 Cast-in-Place Concrete

Concrete Placement Schedule

At least 45-days before placing concrete

A 86- 68530

CDMS

03 30 00-3 Cast-in-Place Concrete

RSMC Temperature Control Plan

At least 45-days before placing concrete

A 86- 68530

CDMS

03 30 00-4 Cast-in-Place Concrete

RSMC Temperature Readings

At least 45-days before placing concrete

A 86- 68530

CDMS

03 30 00-3 Cast-in-Place Concrete

Certifications At least 45-days before placing curing compound

A 86- 68530

CDMS

03 30 00-4 Cast-in-Place Concrete

Test Reports At least 45-days before placing curing compound

A 86- 68530

CDMS

03 35 10-1 Concrete Floor…

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