Draft_Injection_Site_SPECS_2.pdf

U.S. Department of the Interior March 2023

Arkansas Valley Conduit Injection Site Phase 1 and Backflow Preventer Site

Fryingpan-Arkansas Project, Colorado

Missouri Basin Region

90% Specifications

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ARKANSAS VALLEY CONDUIT INJECTION SITE PHASE 1 AND

BACKFLOW PREVENTER SITE

FRYINGPAN-ARKANSAS PROJECT

COLORADO

FOREWORD

Work is located along the south side of U.S. Route 50 / Colorado State Highway 96 (SH96) between Devine, Colorado and North Avondale, Colorado in Pueblo County. Work consists primarily of the construction of a water treatment injection facility and backflow prevention facility for the Arkansas Valley Conduit Boone Reach Pipeline.

A. Contractor is responsible for staging areas, including space for construction trailers, material storage, and construction staff parking.

B. Contractor is responsible for investigations before beginning any construction, including exploratory excavations and contacting utility owners to determine locations and type of existing utilities.

C. Install:

1. Backflow preventer site improvements, including piping, a valve enclosure, power, and controls.

2. Chemical injection site improvements, including:

a. Chemical building, including chemical storage and feed systems, SCADA system, and supporting infrastructure.

b. Access road, perimeter fencing, and stormwater detention pond.

c. Yard piping, vaults, and valves.

d. Engine generator.

D. Relocate utilities as needed.

E. Flush, test, and disinfect installed piping, including furnishing and disposal of water.

F. Disinfect approximately 11.5 miles of 30-inch transmission piping, including furnishing and disposal of water.

G. Disinfect approximately 1.5 miles of 6-inch delivery line piping connected to the transmission piping, including furnishing and disposal of water.

PRE-BID SITE VISIT: A PREBID SITE VISIT WILL BE HELD ON {insert date}, {insert location}, BEGINNING AT {insert time}. ATTENDEES ARE TO PROVIDE AND WEAR

SAFETY BOOTS, HARD HATS, AND SAFETY VESTS.

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

AWARD,” STANDARD FORM 1442.

FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION

“RECLAMATION SAFETY AND HEALTH STANDARDS” INCLUDING REVISIONS

AT https://www.usbr.gov/safety/rshs/index.html WHICH IS APPLICABLE TO WORK

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

HEALTH.

Arkansas Valley Conduit Injection Site Phase 1 and Backflow Preventer Site Fryingpan-Arkansas Project, Colorado Solicitation No.

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

ARKANSAS VALLEY CONDUIT INJECTION SITE PHASE 1 AND

BACKFLOW PREVENTER SITE

FRYINGPAN-ARKANSAS PROJECT, COLORADO

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 a part of the Price Schedule.

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

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

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

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

(e) Definitions:

(1) CLIN – Contract Line Item Number

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 52 10 Field Office For the lump sum of $

3 01 55 20 Traffic Control Management For the lump sum of $

4 01 57 15 Utility Crossing Investigation

For the lump sum of $

5 01 57 30 Water Pollution Control For the lump sum of $

6 01 91 13 Testing For the lump sum of $

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

7 01 91 13 Disinfection of Main Line and Injection Site

For the lump sum of $

8 01 91 13 Disinfection of Delivery Lines

For the lump sum of $

9 01 91 13 Commissioning For the lump sum of $

10 03 30 00 Injection Site Concrete ___ yd3 $ $

11 03 30 00 Relief Valve Vault Concrete ___ yd3 $ $

12 03 30 00 Backflow Preventer Site Concrete

___ yd3 $ $

13 04 22 10 Reinforced Concrete Unit Masonry Assemblies

For the lump sum of $

14 05 12 10 Steel Structures ___ lbs $ $

15 05 50 00 Metal Fabrications For the lump sum of $

16 06 82 10 Fiberglass Reinforced Plastic Fabrications

For the lump sum of $

17 11 53 00 Spectrophotometer For the lump sum of $

18 13 34 21 Chemical Building and Appurtenant Works

For the lump sum of $

19 21 25 00 Hybrid Water Mist Fire Suppression System

For the lump sum of $

20 22 05 00 Injection Site Plumbing For the lump sum of $

21 22 13 16 Holding Tank Drain ___ lin ft $ $

22 23 05 00 Injection Site HVAC For the lump sum of $

23 23 05 00 Backflow Preventer Site

HVAC

For the lump sum of $

24 25 00 01 Control and Monitoring System

For the lump sum of $

25 26 05 02 Complete Electrical System For the lump sum of $

26 26 32 10 Standby Engine-Generator Set

For the lump sum of $

B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

27 26 42 11 Buried Galvanic Cathodic Protection and Corrosion Monitoring System

__ ea $ $

28 28 00 00 Electronic Safety and Security

For the lump sum of $

29 31 02 10 Water for Dust Abatement ___ Mgal $ $

30 31 02 30 Dust Palliative ___ Mgal $ $

31 31 03 33 System Design For the lump sum of $

32 31 03 33 Dewatering Element Materials

For the lump sum of $

33 31 03 33 Dewatering System Installation and Removal

For the lump sum of $

34 31 03 33 Dewatering Operation For the lump sum of $

35 31 03 33 Observation Wells Materials, Installation, and Removal

For the lump sum of $

36 31 03 33 Unwatering System Materials, Installation, Operation, and Removal

For the lump sum of $

37 31 11 00 Clearing and Grubbing ___ yd2 $ $

38 31 14 10 Stripping, Stockpiling, and Placement

___ yd2 $ $

39 31 23 22 Rock Excavation ___ yd3 $ $

40 31 23 22 Use of Trench Box ___ lin ft $ $

41 31 32 32 Geotextile ___ yd2 $ $

42 31 37 00 Riprap ___ yd3 $ $

43 31 37 00 Sand and Gravel Bedding for Riprap

___ yd3 $ $

44 32 12 22 Asphalt Concrete Pavement ___ yd2 $ $

45 32 15 10 Gravel Surfacing ___ yd2 $ $

46 32 31 10 Chain Link Fence ___ lin ft $ $

B - 4

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

47 32 92 20 Seeding and Soil Supplements

___ yd2 $ $

48 33 11 10 Line Pipe Delivered to Site ___ lin ft $ $

49 33 11 10 Line Pipe Installed ___ lin ft $ $

50 33 11 10 Filling and Testing Pipe For the lump sum of $

51 33 11 10 Repair Kits For the lump sum of $

52 33 14 23 Backflow Preventer Facility For the lump sum of $

53 33 22 15 Sectionalizing Valve Assemblies

___ ea $ $

54 33 22 15 Air Valve Assemblies ___ ea $ $

55 33 22 15 Blowoff Valve Assemblies ___ ea $ $

56 33 22 15 Sampling Station Valve Assemblies

___ ea $ $

57 35 21 95 Steel and Stainless Steel Manifold Piping

For the lump sum of $

58 35 22 14 Valves and Equipment For the lump sum of $

59 40 24 00 Chemical System For the lump sum of $

60 40 75 00 Process Water Analytical Measurement

For the lump sum of $

Note: Mgal = thousand gallons.

TOTAL FOR PRICE SCHEDULE $_________________

END OF PRICE SCHEDULE

Evaluation Factors for Award

M - 2

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 12 10 Other Contracts 01 14 10 Use of Site 01 14 12 Work Restrictions and Limitations 01 31 19 Project Management and Coordination 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 Field Office 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 15 Utility Line Investigations 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 01 79 20 Training 01 91 13 Commissioning

00 01 10 - 2

DIVISION 03 – CONCRETE

03 11 10 Concrete Forming 03 20 00 Concrete Reinforcing 03 20 60 Concrete Anchors 03 30 00 Cast-In-Place Concrete 03 35 10 Concrete Floor Hardener 03 48 00 Plant-Precast Concrete Structures 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 63 00 Epoxy Grout

DIVISION 04 – MASONRY

04 22 10 Reinforced Concrete Unit Masonry Assemblies

DIVISION 05 – METALS

05 12 10 Structural Steel 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) Fabrications

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 19 20 Silane Water Repellant 07 21 20 Extruded Polystyrene Foam Insulation 07 21 60 Insulation Jacket 07 41 13 Insulated Metal Roof Panels 07 42 13 Insulated Metal Wall Panels 07 72 30 Roof Hatches 07 84 00 Firestopping 07 92 00 Joint Sealants and Masonry Joints

DIVISION 08 – OPENINGS

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

00 01 10 - 3

DIVISION 09 – FINISHES

09 96 20 Coatings

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10 14 01 Entry Sign 10 14 26 Utility Markers 10 44 20 Fire Extinguishers

DIVISION 11 – EQUIPMENT

11 53 00 Laboratory Equipment

DIVISION 12 – FURNISHINGS

12 30 00 Casework and Countertops

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 21 Metal Building System

DIVISION 21 – FIRE SUPPRESSION

21 11 16 Fire Hydrants 21 13 13 Automatic Fire Sprinkler Systems 21 25 00 Hybrid Water Mist Fire Suppression System

DIVISION 22 – PLUMBING

22 05 00 Common Work Results for Plumbing 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 22 05 19 Meters and Gauges for Plumbing Piping 22 05 23 Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 07 19 Plumbing Piping Insulation 22 11 16 Facility Water Distribution Piping 22 11 19 Facility Water Piping Specialties 22 11 23 Potable-Water Packaged Booster Pumps 22 11 25 Potable-Water In-Line Recirculation Pump 22 12 23 Facility Indoor Potable-Water Storage Tanks 22 13 16 Facility Gravity Drainage Piping System 22 15 19 General Service Packaged Air Compressors and Receivers 22 33 00 Electric Domestic Water Heaters 22 45 00 Emergency Plumbing Fixtures

00 01 10 - 4

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

23 05 00 Common Work Results – HVAC 23 05 13 Common Motor Requirements – HVAC Equipment 23 05 29 Supports – HVAC 23 05 48 Vibrations Controls – HVAC Piping and Equipment 23 05 53 Identification – HVAC 23 05 93 Testing, Adjusting, and Balancing – HVAC 23 07 13 Duct Insulation – HVAC 23 08 00 Commissioning – HVAC 23 31 00 Ducts – HVAC 23 33 00 Air Duct Accessories 23 34 00 Fans – HVAC 23 37 00 Air Inlets and Outlets 23 73 13 Packaged Air Conditioning Units 23 74 33 Dedicated Outside Air Units 23 81 26 Split System Air Conditioners 23 82 39 Electric Heat Units

DIVISION 25 – INTEGRATED AUTOMATION

25 00 01 Control and Monitoring 25 12 10 Programmable Logic Controller 25 15 11 HMI and Basic Control Functions

DIVISION 26 – ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 20 Grounding and Bonding 26 05 30 Raceways, Conduit, and Boxes for Electrical Systems 26 05 36 Cable Trays 26 05 90 Wiring Checkout and Tests 26 24 20 Control Enclosures 26 24 24 Panelboards 26 27 10 Meter Socket 26 27 30 Wiring Devices 26 28 20 Service Disconnect Switch 26 32 10 Engine-Generator Set 26 33 53 Static Uninterruptible Power Supply 26 36 23 Automatic Transfer Switch 26 42 11 Buried Galvanic Cathodic Protection and Corrosion Monitoring Systems 26 51 10 Interior Luminaires 26 52 00 Emergency Lighting 26 56 20 Exterior Luminaires

00 01 10 - 5

DIVISION 27 – COMMUNICATIONS

27 00 02 Optical Fiber Equipment 27 05 43 Underground Ducts and Raceways for Communications Systems 27 10 00 Structured Cabling 27 15 13 Communications Copper Horizontal Cabling 27 21 26 Data Communications Network Management 27 21 29 Data Communications Switches and Hubs

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 11 Cyber Security Requirements for Electronic Safety and Security 28 10 00 Electronic Access Control and Intrusion Detection 28 20 00 Electronic Surveillance 28 30 00 Electronic Detection and Alarm 28 31 00 Fire Detection and Alarm

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 50 Earthwork for Roads 31 23 70 Controlled Low Strength Material (CLSM) 31 25 10 Erosion Control 31 31 30 Soil-Applied Herbicide 31 32 32 Geotextile 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 Topsoil Erosion Control Matting 32 92 20 Seeding and Soil Supplements

00 01 10 - 6

DIVISION 33 – UTILITIES

33 11 10 Pipeline General Requirements 33 11 12 Steel Line Pipe 33 11 50 Pipe Crossings at Existing Utility Pipelines 33 14 23 Enclosures for Water Utility Piping and Valves 33 22 15 Valves and Equipment for Line Pipe Installations 33 82 23 Optical Fiber Communications Transmission and Distribution Cabling

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 21 95 Steel and Stainless Steel Manifold Piping 35 22 14 Valves and Equipment

DIVISION 40 – PROCESS INTERCONNECTIONS

40 05 07 Hangers and Supports for Chemical Piping 40 05 97 Identification for Process and Chemical Piping 40 24 00 Specialty Liquid Chemicals Piping 40 71 13 Magnetic Flow Meters 40 72 00 Level Measurement 40 75 00 Process Water Analytical Measurement

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 12 Gantry Crane 41 62 23 Forklift Truck

DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND

STORAGE EQUIPMENT

43 41 43 Polyethylene Tanks 43 41 45 Fiberglass Reinforced Plastic Tanks

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

46 33 00 Liquid Chemical Feed Systems 46 33 42 Diaphragm-Type Metering Pumps 46 33 44 Peristaltic Metering Pumps 46 33 83 Liquid Chemical Feed Accessories and Safety Equipment 46 41 17 Inline Static Mixers 46 81 53 Warning Signs

00 01 10 - 7

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 20 CDOT Utility Special Use Permit Standard Provisions 51 00 25 Injection Site Subsurface Utility Engineering Plan 51 00 50 Electronic Media Release

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

00 01 10 - 8

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located along the south side of U.S. Route 50 / Colorado State Highway 96 (SH96) between Devine, Colorado and North Avondale, Colorado in Pueblo County.

Work consists primarily of the construction of a water treatment injection facility and backflow prevention facility for the Arkansas Valley Conduit Boone Reach Pipeline.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Contractor is responsible for staging areas, including space for construction trailers, material storage, and construction staff parking.

B. Contractor is responsible for investigations before beginning any construction, including exploratory excavations and contacting utility owners to determine locations and type of existing utilities.

C. Install:

1. Backflow preventer site improvements, including piping, a valve enclosure, power, and controls.

2. Chemical injection site improvements, including:

a. Chemical building, including chemical storage and feed systems, SCADA system, and supporting infrastructure.

b. Access road, perimeter fencing, and stormwater detention pond.

c. Yard piping, vaults, and valves.

d. Engine generator.

D. Relocate utilities as needed.

E. Flush, test, and disinfect installed piping, including furnishing and disposal of water.

F. Disinfect approximately 11.5 miles of 30-inch transmission piping, including furnishing and disposal of water.

G. Disinfect approximately 1.5 miles of 6-inch delivery line piping connected to the transmission piping, including furnishing and disposal of water.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.

Summary of Work

01 11 00 - 2

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

C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

1.04 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 53:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Other Contracts

01 12 10 - 1

SECTION 01 12 10

OTHER CONTRACTS

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 OTHER CONTRACTS

A. During work under this contract, other work may be performed in the vicinity of the work by Reclamation or other contractors, including the following:

1. Arkansas Valley Conduit (AVC) Boone Reach 1.

2. Arkansas Valley Conduit (AVC) Boone Reach 2.

B. Cooperate and coordinate with other contractors on access to and use of work areas and contractor use areas. Comply with FAR 52.236-8, Other Contracts.

C. Do not interfere with work of other contractors or Government in vicinity of work.

D. Cooperate and coordinate with other contractors on use of temporary utilities.

E. Cooperate and coordinate with other contractors on maintaining dust-free operations.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Other Contracts

01 12 10 - 2

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

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. Bureau of Reclamation (Reclamation)

1. Cleaning Manual-2021 Inspection and Cleaning Manual for

Equipment and Vehicles to Prevent the Spread of Invasive Species, September 2021, available online at https://www.usbr.gov/mussels/prevention/

1.03 SUBMITTALS

A. In accordance with Section 01 33 00 - Submittals.

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

1. Use of site on right-of-way or easements:

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

1) Staging areas.

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

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

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

5) First-aid and medical facilities.

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 do not interfere with work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

Use of Site 01 14 10 - 2

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

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

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

1.04 PROJECT CONDITIONS

A. Environmental Conditions:

1. Location:

a. Altitude:

b. Outdoor Ambient Average Temperature Range:

1) Minimum .

2) Maximum

c. Annual Average Precipitation:

2. Additional conditions may be applicable as specified in other sections.

B. Right-of-way or easements shown on drawings may be used for required construction facilities subject to the requirements of CDOT, utility owners, and private property owners.

C. In accordance with Section 51 00 10 – Property and Utility Owner Agreements.

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

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

E. Location, construction, operation, maintenance, and removal of construction facilities on right-of-way or easements are subject to approval.

F. Do not interfere with work of other contractors, Government in vicinity, or others for use of such land.

G. Housing for construction personnel is not permitted.

PART 2 PRODUCTS

01 14 10 - 3

PART 3 EXECUTION

3.01 CLEANING

A. Construction Equipment:

1. Before bringing onsite, 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. 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.

01 14 10 - 4

Work Restrictions and Limitations

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS AND LIMITATIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Colorado Department of Transportation (CDOT)

1. CDOT Region 2 Lane Closure Available at

Strategy 2019 https://www.codot.gov/safety/traffic-safety/assets/work-zones/lane-closure-strategies

1.03 WORK RESTRICTIONS AND LIMITATIONS

A. Lane closures in accordance with CDOT Region 2 Lane Closure Strategy.

B. Connection to Pueblo Water distribution system:

1. Permit(s)?

2. Submittal(s)?

3. Special point of contact for the contractor?

4. Pueblo Water will install a meter vault and connected piping prior to [DATE]?

Will Reclamation get a drawing from Pueblo Water of its installation prior to Reclamation issuing this Injection Site contract 100%?

C. Allowable Work Hours: 7 a.m. to 5 p.m., Monday through Friday unless otherwise noted:

1. In accordance with CDOT Region 2 Lane Closure Strategy based on work location.

2. Comply with additional work hour restrictions listed in other sections.

3. Additional work hours shall be requested in writing at least 7 days in advance of need and approved by the COR.

4. Additional shifts shall be requested in writing at least 21 days in advance of need and approved by the COR.

D. [Will likely have some restrictions on the site regarding the BR1 contractor laydown area.

Will show extents on the site plan and a note here would say “Construction activities

Work Restrictions and Limitations

01 14 12 - 2 inside of Restricted Area shown on drawing X cannot be completed until after January 2025”.]

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost: Include in prices offered in the Price Schedule for other items of work.

1.02 SUBMITTALS

A. In accordance with Section 01 33 00 – Submittals.

B. RSN 01 31 19-1, Weekly Coordination Meeting Documentation:

1. Provide draft agenda 24 hours before meeting time.

2. 12-week look-ahead schedule covering the following, as applicable:

a. Include detailed information for the first 4 weeks.

1) Include submittals in review by Government.

2) Include dates submittals will be transmitted to Government for review.

b. Include dates submittals for work occurring in weeks 5-12.

c. Shop fabrication review items and tasks.

d. Construction review items and tasks.

e. Review of planned and actual dates of activities.

f. Include dates of required quality control meetings (i.e., preparatory, initial, follow-up).

3. Work completed to date.

C. RSN 01 31 19-2, Weekly Coordination Meeting Minutes:

1. Meeting minutes from scheduled weekly coordination meeting to include the following:

a. Date, time, and list of attendees.

b. Summary of topics discussed.

c. List of action items including the following:

1) Description of action item.

2) Responsible party.

3) Date to be completed.

01 31 19 - 2

D. RSN 01 31 19-3, Expanded Right-of-Way Land Use Coordination (if required):

1. Show expanded use location and extent of impact within AutoCAD or .kmz file.

2. Request additional cultural and environmental approvals, such as categorical exclusion.

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

Archeological Data.

3. Request or revise environmental permits:

a. Provide permits and revisions in accordance with:

1) Section 01 57 20 – Environmental Controls.

2) Section 01 57 30 – Water Pollution Control.

3) Section 01 57 50 – Tree and Plant Protection.

4) Section 01 57 60 – Protected Species.

b. Coordinate revisions to Government-obtained permits with Government.

4. Do not use proposed land until approved by appropriate landowner.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 GENERAL

A. No time extension shall be granted for Contractor’s use of land outside public right-of-way or identified Contractor use areas.

3.02 PROJECT COORDINATION

A. Coordinate work with COR, other Reclamation staff, and Federal, State, and local agencies including but not limited to:

1. Oil and gas companies.

2. Electric companies.

3. Water companies.

4. Telecommunication companies.

5. Colorado Department of Transportation (CDOT).

6. Board of Water Works of Pueblo (BWWP).

B. Facilitate onsite work with above listed agencies.

01 31 19 - 3

3.03 MEETINGS

A. Weekly Coordination Meetings are considered significant, but do not relieve the Contractor from responsibility of other meetings required by contract:

1. Weekly Coordination Meetings:

a. Attendees:

1) Contractor’s project manager, project engineer, superintendent, and Quality Control Supervisor, and any pertinent subcontractors.

2) COR, project manager, project engineer, safety personnel, and other required Reclamation staff.

b. Purpose:

1) Review drawings, data, and technical requirements of specifications. Schedule, Progress, and Coordination:

a) Review safety, progress made, schedule, project issues, submittals, Request for Information (RFI), and resolution necessary to meet specifications requirements.

b) Review dates that activities were started and completed, remaining duration, and percent complete.

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

d) Provide 3-week look-ahead schedule at least 3 Federal working days before start of meeting.

e) Review as-built drawings.

f) Provide meeting minutes from the previous weekly meeting.

c. Attendance at meetings may be remote. Coordinate with COR.

01 31 19 - 4

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

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 DEFINITIONS

A. Out of Sequence Work: An activity that starts before its predecessor activities are completed.

B. Project Calendar(s): Cross reference of numerical work days with calendar days. Project calendars serve as the basis for day/date conversion and assign work days and non-workdays.

C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.

D. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual-2004 Construction Planning and Scheduling

Manual

B. Bureau of Reclamation (Reclamation)

1. Project Management Framework-2012 Available at:

https://www.usbr.gov/pm/docs/Project- Management-Framework-Report.pdf

1.04 SUBMITTALS

A. In accordance with Section 01 33 00 – Submittals.

1. Database files in format compatible with Oracle Primavera P6 Professional

Project Management.

2. Dchedule and analysis data electronically.

01 32 10 - 2

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

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

1. Designation of authorized representative to develop and maintain Construction

Program. Include resume with training and experience.

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

1. Include:

a. Construction Program/Schedule database (.xer or .xml file).

b. Primavera layout file (.plf).

c. Narrative explanation of project schedule development:

1) Describe intended work sequence addressing principal features of work, contract, and intermediate milestones.

2) Include impacts of resource limitations and weather conditions on project schedule development. Include planned number of work hours per day and hours per day for subcontractors.

3) Description of project calendar(s), to include workdays per week, non-workdays due to holidays and weather days. Describe how the weather days were determined and applied to the project calendar(s).

d. Gantt chart for project on 11 by 17-inch print(s) and in portable document format (.pdf).

e. Activity report including logic constraints consisting of predecessors, successors, and constraint dates.

f. Tabular listings of resources, resource limitations, and production rates used to produce baseline schedule:

1) Correlate resources with schedule assumptions and offered price.

2) Tabular listing of resources does not require resource loading in a schedule database.

D. RSN 01 32 10-3, Submittal Register:

1. Separate from scheduling database.

2. Include RSN’s in Table 01 33 00A – List of Submittals for the following

Divisions:

a. Division 2 through 23.

b. Division 25 through 28.

c. Division 31 through 32.

d. Division 33 through 46.

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3. Include RSN name and number, date scheduled for submittal, actual date of submittal, and status (e.g., approved, not approved, resubmittal required).

4. Account for Government review times per Section 01 33 00 – Submittals, Paragraph 1.06 A., and scheduling logic for work activities.

5. Update monthly.

E. RSN 01 32 10-4, Updated Schedule Reports:

1. Government disapproval will be considered failure of Contractor to comply with contract requirements. Payment due date may be delayed until 14 days after submittal contents are approved in accordance with subparagraph (a)(i)(A) of clause at FAR 52.232-27, Prompt Payment for Construction Contracts.

2. Include:

a. Construction Program database with updated activity and milestone data.

b. Narrative report:

1) State status of project including data date represented by project.

2) Discuss contract milestones and significant activities started, continued, or completed during update period.

3) Discuss contract milestones and significant activities scheduled to start, continue, or be completed during next update period.

4) List of Contractor-initiated changes to current schedule. State reason for action taken and unresolved issues relating to the Construction Program.

5) Definition of project calendars if revised from baseline calendars.

6) When negative float exists, cite specific actions and conditions which caused "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time. When float changed from previous month’s updated schedule, explain reason for change.

7) List of Contractor-initiated changes to current schedule stating reason for action taken and unresolved issues relating to the Construction Program.

c. Primavera layout file (.plf).

d. Gantt chart for project on 11 by 17-inch print(s) and in portable document format (.pdf).

e. Activity Value Report: As detailed below.

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F. RSN 01 32 10-5, Time Impact Analysis:

1. Include:

a. Construction Program database with proposed revised activity and milestone data.

b. Proposed revised schedule due to change or delay. Highlight or list added, changed, or deleted activities.

c. Primavera layout file (.plf).

d. Gantt chart for project on 11- by 17-inch print(s) and in portable document format (.pdf). Include:

1) Last approved schedule prior to the change or delay event which

Time Impact Analysis is being compared.

2) Schedule showing effect of change or delay event.

e. Narrative report explaining results and conclusions.

G. RSN 01 32 10-6, Schedule of Values:

1. Breakdown, in sufficient detail, for lump-sum Contract Line Item Numbers listed in Price Schedule to determine the value of progress payments:

a. Do not include mobilization and preparatory work item.

b. At minimum, address:

1) Backflow Preventer Facility.

2) Chemical Building and Appurtenant Works.

3) Complete Electrical System.

4) Electronic Safety and Security.

1.05 QUALIFICATIONS

A. Representative:

1. Experienced in developing and maintaining construction schedules.

Knowledgeable of activities and progress onsite to develop and maintain accurate and reliable schedules.

2. Experience shall include scheduling for at least two other projects of comparable complexity.

1.06 GENERAL

A. Develop, maintain, and use Construction Program to plan, monitor, evaluate, and report accomplishment of work.

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1.07 SCHEDULES

A. Prepare construction schedules using Critical Path Method outlined in AGC Manual. Use a computer software program to perform mathematical analysis of scheduling data.

1. Prepare schedule based on required sequence and interdependence of activities.

Logically sequence activities.

2. Prepare detailed activity network for accomplishing required work organized by

Work Breakdown Structure (WBS).

a. Utilize WBS in lieu of activity codes for organization of schedule.

b. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

c. Use unique activity ID prefix for activity IDs corresponding to WBS within the appropriate WBS.

3. If an activity is deleted from the schedule, do not reuse activity ID for a new activity.

4. Activities except “Award” shall have predecessor activities and activities except

“Contract Complete” shall have successor activities.

5. Meet contract requirements:

a. Milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work.

b. Other relevant clauses and specification sections.

c. Include:

1) Activity or project date constraints for interim milestone dates, Government interface dates, contract completion date, work restrictions, other time or seasonal constraints, and other schedule constraints.

2) Work of subcontractors, Government interfaces, and contract milestones.

6. Adjust Construction Program/schedule for seasonal weather conditions:

a. Consider work influenced by high or low ambient temperatures or precipitation. Utilize Primavera P6 calendars to depict historical weather days that impact work.

b. Assign weather calendars to work impacted by weather.

7. Define activities to level of detail resulting in planned or remaining durations being no greater than 20 workdays:

a. Durations for administrative activities (e.g., submittals and reviews) fabrication, manufacturing, and typical level of effort activities (e.g., dewatering, storm water management) will not be subject to workday duration limitation.

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8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves:

a. Significant quantities.

b. Long lead times.

c. On the critical path or near critical path.

d. Or as requested by COR.

9. Assign Government submittal review activities to a seven-day calendar with durations in accordance with Section 01 33 00 – Submittals. Include Required Submittal Number (RSN) in activity description.

10. Include contract title, contract number, data date, and Contractor’s name on transmittal cover sheet and each sheet of Gantt chart.

11. For each activity on Gantt chart, display activity identification number, activity description, planned or original duration, start date, finish date, total float, and calendar identification.

a. Do not display early start and late start fields.

b. For updated schedules display at completion duration.

12. Include table of abbreviations used in the schedule, listed and defined alphabetically.

13. Use finish to start logic relationships between activities. Do not:

a. Utilize start to start, finish to finish, or start to finish logic relationships.

b. Use negative lead or lag times.

14. Use durations in units of whole workdays.

15. When using multiple calendars with same shift durations, shift start, and shift end times shall be consistent.

16. Provide best estimate of time required to complete activity considering quantity of work, work conditions, location of work, and planned resources for activity.

17. Equate durations of Government reviews and other identified actions to maximum number of calendar days specified in their respective paragraphs.

18. Establish workday calendar(s) and use these in the schedule to translate activity's workday duration into calendar dates.

a. Use unique calendar names; do not use software default calendar names.

b. Save calendars as project calendars, not global calendars.

19. Calculate critical path activities by longest path method.

B. Cost Loading:

1. Input contract values in “Expenses, Planned Expenses Costs” column in

Primavera P6 database.

01 32 10 - 7

2. Allocate contract value to schedule activities per CLIN amounts in accordance with contract requirements and Measurement and Payment clauses in specifications.

3. Provide a Schedule of Values for Lump Sum CLIN's. Coordinate content for Schedule of Values with COR prior to submitting schedule.

4. Assign values to appropriate activities:

a. Total of activity values equal total contract value.

b. Every activity does not require a value. For example, submittals, submittal reviews, and manufacturing typically do not have values.

5. Include separate schedule activities to depict amount and timing of payment, if necessary, such as delivery activities.

6. Activity Value Report:

a. Show expense allocation for each activity. Include for each activity:

1) Activity ID.

2) Activity Name.

3) CLIN.

4) Planned Cost.

5) Actual Cost.

6) Budget at Completion.

7) Remaining Cost.

7. Earned Value Report: Generate Cash flow reports showing estimated monthly earned value of activities following guidance in Project Management Framework:

a. Show project cash flow (i.e., summation of all activites) for project duration.

b. Show cumulative monthly cash flow for project duration, including:

1) Budgeted cost of work scheduled or the planned value (PV) of work at monthly intervals.

2) Budget at Completion (BAC).

3) Earned Value Graph (i.e., S-curve with estimated costs).

4) Actual cost (AC) of work performed for each month and the current cumulative amount.

5) Estimated physical percent complete of activity.

6) Earned Value (EV) of work performed for each month and the current cumulative amount.

7) Cost variance (CV).

8) Schedule variance (SV).

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9) Cost performance index (CPI).

10) Schedule performance index (SPI).

11) Estimate to complete (ETC).

12) Estimate at completion (EAC).

8. Assign contract values for contract modification activities.

C. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work. Do not include actual start dates, percent completes, or actual finish dates.

D. Updated Schedule:

1. Assign unique project file name for each schedule update.

2. Out-of-sequence activities are not allowed. Revise logic to reflect change in work plan.

3. Actual Start and Actual Finish dates beyond the data date of the schedule are not allowed.

4. When scheduling progressed activities, use retained logic.

5. Following receipt of executed contract modification, incorporate activity data stipulated in modification into current schedule for inclusion in next scheduled progress update. Provide appropriate logic relationships for revised activities.

6. Meet monthly with COR at Government’s project office or at a location approved by COR to review progress made to end date of progress payment period.

a. Establish actual date activities were started and completed and remaining duration for each activity started but not completed during the period.

b. Reported dates should be consistent with Government and Contractor documentation. Discuss and mutually agree upon changes to schedule.

c. Government may reject Contractor-initiated changes to current schedule that negatively impact Government action initiated based on current schedule.

d. Finalize updated Construction Program database with mutually agreed upon changes.

1.08 TIME IMPACT ANALYSIS

A. Provide time impact analysis for contract changes (e.g., change order, proposed modification, or value engineering change proposal) to support a claim or request for equitable adjustment to the contract due to delay or accelerated schedule.

B. CO may use time impact analysis to determine if time extension or reduction to contract milestone dates is justified.

01 32 10 - 9

1. Time impact analysis is required for contract changes that effect activity duration or schedule, regardless of whether Contractor’s current schedule milestone dates are the same as, earlier than, or later than, those required under the contract.

2. Changes, additions, or deletions to activities; activity durations; activity time frames; or activity predecessors and successors will not automatically determine extension or reduction of contract time is warranted or due Contractor.

3. Time extensions for performance will be considered only to extent Contractor’s current scheduled milestone dates exceed contract milestone dates.

C. Float is not for exclusive use by or benefit of either the Government or the Contractor.

D. Perform time impact analyses using data in most recent approved schedule update prior to change or delay event.

1. Prepare proposed revised schedule and narrative description describing and highlighting changes or delays.

2. Prepare summary comparing results of two schedule analyses: One using current schedule data from last approved updated schedule prior to event requiring analysis, and one using proposed schedule data incorporating changes or delays.

a. Show contract milestones and activities whose periods of performance have shifted as result of change that affects production, manufacturing,, material orders, construction seasons, labor, and equipment usage.

b. For activities directly affected by change or delay, include the current and proposed items:

1) Activity description.

2) Types and quantities of major pieces of equipment, principal manpower, and pacing materials (materials that affect activity start, duration, or finish).

3) Activity duration.

4) Narrative containing rationale used in developing the proposed logic relationships and activity data.

c. Data date for impacted schedule used in comparison shall be the same as approved updated schedule data date.

d. Base schedule comparisons on status of work and available float at time the CO directs or proposes change to the work, the Contractor submits a value engineering change proposal, or when a delay occurs as shown in approved updated schedule.

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

1. Within 21 calendar days after receipt of Notice to Proceed:

01 32 10 - 10

a. CO will approve or not approve proposed baseline schedule.

b. Upon request from CO, meet with COR for a joint review of proposed baseline schedule.

c. If schedule is not approved, revise and resubmit within 7 calendar days following date of rejection letter.

2. Do not proceed with onsite work until baseline schedule has been approved by

Government.

B. Updated Schedules:

1. Submit updated Construction Program schedule monthly.

2. If updated schedule is not approved, revise and resubmit updated schedule within

14 calendar days following date of rejection letter.

3. COR will schedule pre-submittal meeting with the Contractor’s representative each month to review draft updated schedule prior to Contractor submitting RSN 01 32 10-3, Updated Schedule Reports.

C. Failure to include elements of the work in schedules will not release Contractor from completing required work under the contract.

D. Performance will be evaluated by Government using approved CPM schedules.

1.10 FAILURE TO COMPLY

A. Failure to comply with requirements of this Section shall be grounds for determination by CO, Contractor is not prosecuting the work with sufficient diligence to ensure completion within specified time.

B. CO may terminate the Contractor’s right to proceed with the work, or separable part of it, in accordance with default terms of this contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236- 21, Specifications and Drawings for Construction.

1.03 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

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included in this section 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. Contractor's or supplier's title and drawing number.

01 33 00 - 2

c. Date.

2. Reserve 3- by 3-inch space next to title block for review stamps.

3. Size: ANSI D size (22 inches by 34 inches).

4. Draw to scale using computer drafting.

a. In accordance with NIBS NCS.

b. Electronic file format: Compatible with AUTOCAD, Version 2021 or later.

c. Compile using “eTransmit” utility in AUTOCAD.

d. Government will provide electronic AutoCAD format template.

e. Title block and sheet format:

1) As shown on Standard Drawing 40-D-7102.

2) Government will supply template.

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

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

Indicate changes by clouding.

D. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf submitted to Microsoft Teams.

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.

E. 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).

01 33 00 - 3

d. Strike through items that do not apply.

F. Certifications:

1. Certifications by a registered professional: Signed and sealed by registered professional.

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

G. Photographs:

1. Professional quality:

a. Include contract number, name of equipment, and view title.

b. Digital files in .jpeg.

H. Videos:

1. Digital file in MP4 format.

2. Upload to Microsoft Teams.

I. Samples and Color Selection Submittals:

1. Ship samples to:

1) Bureau of Reclamation Attn: MB-2600 2021 4th Avenue North P.O. Box 36900 Billings, MT 59107

2. Label with complete manufacturer’s product and color identification.

3. Include type and quantity of materials specified in the referenced section in each

“set” of samples.

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

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

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

7. 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 not be reviewed.

01 33 00 - 4

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 in accordance with “No.