Attachment__1_00_00_01_-_Specification_06-16-2021.pdf

U.S. Department of the Interior June 2021

San Juan Lateral Navajo Code Talkers Sublateral Reaches 12.1 & 12.2

Navajo-Gallup Water Supply Project

New Mexico

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

Price Schedule

B - 1

SECTION B - SUPPLIES OR SERVICES AND PRICES

SAN JUAN LATERAL – NAVAJO CODE TALKERS SUBLATERAL

REACHES 12.1 & 12.2

NAVAJO-GALLUP WATER SUPPLY PROJECT - NEW MEXICO

B.1 PRICE SCHEDULE

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

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

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

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

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

(e) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-1 WBR

1452.23 2-81

Mobilization and Preparatory Work

For the lump sum of $

1-2 01 31 30 Contract Document Management System

For the lump sum of $

1-3 01 33 26 Electrical Drawings and Data

For the lump sum of $

1-4 01 56 15 Protection of Existing Utilities

For the lump sum of $

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

For the lump sum of $150,000

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

For the lump sum of $25,000

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

B - 2

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-7 03 48 10 Precast Concrete Manhole Sections

For the lump sum of $

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

1-9 25 00 01 System Control and Monitoring

For the lump sum of $

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

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

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

For the lump sum of $

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

For the lump sum of $

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

For the lump sum of $

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

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

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

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

For the lump sum of $

1-19 31 23 11 Common Excavation for Structures

29,500 yd3 $ $

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

1-21 31 23 11 Compacting Backfill about Structures

16,600 yd3 $ $

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

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

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

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

B - 3

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-25 31 37 00 Riprap 77 yd3 $ $

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

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

2,100 yd3 $ $

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

1-29 32 92 20 Seeding and Soil Amendment

137 ac $ $

1-30 33 05 21 Bored Utility Crossing – Sta. 121048+60 to Sta.

121049+70

110 lin ft $ $

1-31 33 05 21 Bored Utility Crossing – Sta. 121068+17 to Sta.

121068+85

68 lin ft $ $

1-32 33 05 21 Bored Utility Crossing – Sta. 121502+90 to Sta.

121504+00

110 lin ft $ $

1-33 33 05 22 Horizontal Directional Drilling – Sta. 121198+77

1,060 lin ft $ $

1-34 33 05 22 Horizontal Directional Drilling – Sta. 121452+94

940 lin ft $ $

1-35 33 05 22 Horizontal Directional Drilling – Sta. 121573+29

1,270 lin ft $ $

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

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

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

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

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

2 ea $ $

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

18 ea $ $

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

2 ea $ $

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

B - 4

PRICE SCHEDULE 1 (Reach 12.1)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

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

17 ea $ $

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

3 ea $ $

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

1 ea $ $

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

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

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

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

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

1-51 35 42 35 Wash Crossing Sta.

121388+34

For the lump sum of $

1-52 35 42 35 Wash Crossing Sta.

121466+07

For the lump sum of $

TOTAL FOR PRICE SCHEDULE 1(Reach 12.1) $_________________

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

B - 5

PRICE SCHEDULE 2 (Reach 12.2)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

2-1 WBR

1452.232 -81

Mobilization and Preparatory Work

For the lump sum of $

2-2 01 31 30 Contract Document Management System

For the lump sum of $

2-3 01 33 26 Electrical Drawings and Data

For the lump sum of $

2-4 01 56 16 Protection of Existing Utilities

For the lump sum of $

2-5 25 00 01 System Control and Monitoring

For the lump sum of $

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

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

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

For the lump sum of $

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

For the lump sum of $

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

For the lump sum of $

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

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

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

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

For the lump sum of $

2-15 31 23 11 Common Excavation for Structures

27 yd3 $ $

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

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

B - 6

PRICE SCHEDULE 2 (Reach 12.2)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

2-17 31 23 11 Compacting Backfill about Structures

238 yd3 $ $

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

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

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

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

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

350 yd3 $ $

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

2-24 32 92 20 Seeding and Soil Amendment

47 ac $ $

2-25 33 05 22 Horizontal Directional Drilling – Sta. 122033+73

1,279 lin ft $ $

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

1,045 lin ft $ $

2-27 33 05 22 Horizontal Directional Drilling – Sta. 122220+20

1,876 lin ft $ $

2-28 33 05 22 Horizontal Directional Drilling – Sta. 122260+13

1,962 lin ft $ $

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

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

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

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

100 lin ft $ $

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

723 lin ft $ $

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

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

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

B - 7

PRICE SCHEDULE 2 (Reach 12.2)

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

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

11 ea $ $

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

8 ea $ $

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

7 ea $ $

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

5 ea $ $

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

2 ea $ $

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

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

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

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

40 lin ft $ $

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

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

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

2-48 35 42 35 Wash Crossing Sta.

122107+01

For the lump sum of $

TOTAL FOR PRICE SCHEDULE 2 (Reach 12.2) $_________________

END OF SECTION

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

B - 8

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

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

DIVISION 03 – CONCRETE

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

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

00 01 10 - 2

DIVISION 05 – METALS

05 50 00 Metal Fabrications

DIVISION 09 – FINISHES

09 96 20 Coatings

DIVISION 10 – SPECIALTIES

10 14 00 Signage 10 14 26 Utility Markers

DIVISION 25 – INTEGRATED AUTOMATION

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

DIVISION 26 - ELECTRICAL

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

DIVISION 31 – EARTHWORK

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

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

00 01 10 - 3

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

DIVISION 32 – EXTERIOR IMPROVEMENTS

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

DIVISION 33 – UTILITIES

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

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

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

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

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

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

00 01 10 - 4

DIVISION 52 – DRAWINGS

52 00 00 Drawings

DIVISION 53 – GEOLOGIC INVESTIGATIONS AND RECORDS

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

END OF CONTENTS

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

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located approximately 9-miles North of Gallup, New Mexico in McKinley County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. The principal components of work include the following items:

1. Approximately six miles of 30-inch diameter pipeline segment.

2. Approximately eleven miles of 24-inch diameter pipeline segment.

3. One and a half million-gallon ground level storage tank and yard.

4. Eight-foot diameter by 37-foot high surge tank

5. Supervisory Control and Data Acquisition (SCADA) equipment and fiber optic cabling.

1.03 SPECIFICATIONS REQUIREMENTS

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

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.

3. OGR: Onsite Government Representative.

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

Summary of Work

01 11 00 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for

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

www.usbr.gov/mussels/prevention

1.03 SUBMITTALS

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

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

1. For each Contractor use site on Government land.

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

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

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

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

4) First-aid and medical facilities.

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

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

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

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

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

01 14 10 - 2

7) Temporary fences.

b. Describe methods to preserve, protect, and repair, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to jobsite, which are not to be removed and which do not interfere with work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

c. Describe methods to reseed disturbed areas in accordance with 32 92 20 – Seeding and Soil Amendment.

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

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

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

1.04 PROJECT CONDITIONS

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

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

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

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

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

E. Housing for construction personnel will not be permitted.

F. Natural Conditions:

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

2. Relative Humidity: 0 to 90 percent.

3. Altitude: 7,000 feet.

4. Wind:

a. Maximum sustained: 45 knots.

b. Maximum gust: 60 knots.

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

01 14 10 - 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

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

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

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

3.02 RESTORATION

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

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

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

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

01 14 10 - 4

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

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:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

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

https://www.usbr.gov/safety/rshs/index.html

1.03 SUBMITTALS

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

B. RSN 01 31 19-1, Written Summary:

1. Written summary of upcoming submittals work, and traffic plans. Provide work schedule for next 3-weeks.

C. RSN 01 31 19-2, Off ROW Land Use Coordination:

1. Show expanded use location and extent of impact.

2. Request cultural approvals:

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

3. Request or revise Environmental Permits. In accordance with:

a. Section 01 57 20 – Environmental Controls.

b. Section 01 57 30 – Water Pollution Control.

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

d. Section 01 57 60 – Protected Species.

4. Do not use proposed land until approved by COR:

a. Approvals may require several months.

5. Requirement does not apply to existing commercial facilities.

https://www.usbr.gov/safety/rshs/index.html

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

01 31 19 - 2

D. RSN 01 31 19-3, Replacement of Key Personnel:

1. Submit key personnel changes with a minimum notice of 48-hours to CO:

a. Changes in key personnel must be approved by CO prior to work being performed by new personnel.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROJECT COORDINATION

A. Coordinate work with COR, other Bureau of Reclamation (Reclamation) staff, Bureau of Indian Affairs, and other local, State, Tribal and Federal Agencies:

1. Oil and Gas Companies.

2. Environmental Services Contractor.

3. Navajo Tribal Utility Authority.

4. Navajo Nation Department of Fish and Wildlife.

5. Cultural Resources Contractor.

B. Facilitate on-site work of above listed agencies.

C. 48-Hour Look Ahead Notification:

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

3.02 MEETINGS

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

1. Preconstruction Meeting:

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

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

2) Construction facilities and controls.

3) Access to work and haul routes.

4) Temporary utilities.

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

01 31 19 - 3

5) Survey layout.

6) Security.

7) Housekeeping procedures.

8) Schedules and sequence of work.

9) Procedures for testing.

10) Procedures for maintaining record documents.

11) Special Site Requirements:

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

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

c) Environmental: Refer to:

i. Section 01 57 20 – Environmental Controls.

ii. Section 01 57 30 – Water Pollution Control.

12) Roles and responsibilities:

a) Government organization and personnel.

b) Contractor organization and personnel.

c) Subcontractors.

d) Proposed work schedule.

13) Contract requirements:

a) Progress payments.

b) Invoices.

c) Differing site conditions.

d) Changes.

e) Superintendence by Contractor.

f) Payment for mobilization and preparatory work.

g) Submittal procedures.

h) Emails, faxes, and telephone calls.

2. Preconstruction Safety Meeting:

a. Meet with COR prior to start of construction.

b. Review will include:

1) Safety requirements.

2) Monthly joint safety policy meetings.

3) Weekly toolbox safety meetings.

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

01 31 19 - 4

4) Safety program.

5) Job hazard analysis.

6) Required safety inspections.

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

3. Progress Meetings:

a. Meet weekly with Government to review:

1) Progress made.

2) Difficulties in performing work.

3) Resolution necessary to meet specifications requirements.

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

5) Updating of progress reports.

6) Other items as determined by COR.

b. Develop meeting agenda and minutes.

4. Design Coordination Meetings:

a. Conduct a minimum of one design coordination meeting with both the Contractor and Government in attendance:

1) Design coordination meeting will be held at Government facilities in Farmington, NM or mutually agreed upon location.

b. Conduct monthly design coordination conference calls with both the

Contractor and Government in attendance.

c. The purpose of the meetings will be to discuss coordination issues, programming and control logic modification, specific details of the plant operation based on Black Hat Tank levels, report generation, and HMI screen configurations.

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

e. Provide equipment and paperwork needed for review and discussion of the design coordination subjects.

f. Additional meetings shall be mutually agreed upon.

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

Contract Document Management System

01 31 30 - 1

SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Contract Document Management System:

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

1.02 DEFINITIONS

A. CDMS: Contract Document Management System.

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

a. Specifications.

b. Contract Drawings.

c. Submittals.

d. RFCs: Request for Change (Contractor generated document).

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

f. RFPs: Request for Proposal (Government generated document).

g. CMs: Contract Modifications.

h. Contractor Proposals.

i. Value Engineering Proposals.

j. Government Inspection Reports.

k. Invoices and Progress Payments.

l. Contract Schedules.

m. Meeting Agendas and Meeting Minutes.

n. Letters and Memos.

1.03 SUBMITTALS

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

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

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

2. Documentation of system capabilities.

3. Instructions for system use.

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

1. DVD or CD of documents uploaded to CDMS.

1.04 QUALIFICATIONS

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

1.05 CDMS REQUIREMENTS

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

B. Access:

1. Web-based:

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

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

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

a. Adobe Acrobat.

b. MS Word.

c. MS Excel.

d. MS Project.

e. Oracle Primavera P6 Project Manager.

f. Autodesk AutoCAD Civil 3D.

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

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

Security and Backup paragraph below.

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

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

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

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

d. Government shall be able to create and modify project properties (i.e.

Contractor, project location, description, bid amount, project directory, etc.).

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

Examples:

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

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

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

6. Ability to link files; examples:

a. RFP linked to a CM.

b. Submittal linked to a Specification Section or Drawing.

C. Reports:

1. Generate reports that list and sort documents by status, examples include:

a. Submittals that have been approved.

b. Invoices paid to date.

c. RFIs under review.

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

3. Generate customizable summary reports, examples include:

a. Submittal Turn-around.

b. RFI Turn-Around.

c. CM Processing Turn-Around.

d. Total CM costs.

e. Total CM Request Exposure.

4. Reports shall be printable, exportable as searchable pdf or printer friendly HTML, and exportable to Excel, XML, or CSV.

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

a. For example: in a submittal report, clicking on a submittal that is 15-days old takes you directly to information on that submittal.

6. Capable of producing a complete and logically organized set of documents within

CDMS in both pdf and xml format.

D. Document Security and Backup:

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

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

a. Show parties that have access to a document.

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

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

3. Backup/Archiving to FTP site of documents to which an organization has access on a regular (minimum monthly) basis:

a. Backups shall be in pdf format.

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

E. General Tracking and Control:

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

2. CDMS shall track:

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

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

c. When a reviewer has opened an item.

F. Submittal Tracking and Control:

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

2. Supply standard submittal form for entering information. CDMS shall allow customizing of standard submittal form. Contractor shall be able to enter submittal summary information (required submittal number, title, description, due date, and specification section shall be required fields) and then upload submittal data in electronic format.

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

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

4. Supply Submittal Tracking form for Government to enter review comments and action taken. CDMS shall allow customizing of submittal tracking form.

a. Allow for Government to route submittal to third parties by generating design-review transmittals with each submittal package item, to track status of individual sub-items within submittal package, and to route each sub-item to appropriate reviewers.

5. Ability to generate automatic notification after specified days without response.

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G. RFI Tracking and Control:

1. Supply standard RFI form to enter information.

2. Ability to create or attach documents to the RFI form or links to other documents within CDMS.

3. Ability for Government to route RFI to appropriate reviewers and for reviewers to enter comments into standard response form.

H. Inspection Reports Tracking and Control:

1. Ability to attach Government standard inspection and report forms into CDMS and ability to create customizable inspection forms in CDMS. Typical forms:

a. Daily Inspection Report (DIR).

b. Survey requests.

c. Plant inspection reports.

d. Testing reports.

2. Ability to link or attach photos to forms and link forms to other documents within

CDMS.

I. Contract Modifications:

1. Supply standard Contractor Proposal form with ability to attach documents and link to other documents within CDMS.

2. Supply ability to upload Government’s standard CM form and RFP forms, or create an acceptable alternative, to enter information.

3. Ability to attach documents to these forms, and link to other documents within

CDMS.

4. Ability for Contractor to respond to RFP and CM form with Cost and Time impacts.

5. Ability to track date CM issued and date responded, with automatic notification after specified days without response.

J. Cost Tracking and Payment Request Management:

1. Ability to import payment bid items cost from a MS Excel spreadsheet.

2. Ability to edit percent complete and payment amount each month. Format to be spreadsheet, e.g. items available for editing at once, rather than needing to edit one item at a time, save, open next item and edit that, etc.

K. Correspondence:

1. Ability to generate letters and memos.

a. Ability to attach documents to letters and memos, and to reference other documents within CDMS.

b. CDMS shall have ability to automatically assign sequential numbers to letters and memos.

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2. Ability to generate responses to letters and memos.

a. System automatically generates memo suffixes, e.g. 1st response to Memo

32 to be 32.1, 2nd response to be 32.2, etc.

3. Official correspondence from Government to Contractor shall contain

Government’s official letterhead and corresponding logos.

4. Ability to generate meeting agendas and meeting minutes and to attach documents to minutes.

a. CDMS shall automatically assign sequential meeting numbers.

L. Miscellaneous Tracking and Controls. Ability to:

1. Generate reports tracking RFCs, RFIs, RFPs, CMs, Submittals, Payments, Memos, DIR’s, survey requests, plant inspection reports and testing reports.

2. Ability to filter logs based on criteria e.g., for Submittals:

a. Specification Section, Days Out, Status (approved, partially approved, approved subject to identified changes and resubmit, or not approved.).

b. RFI’s: Days out, Status (Open/Closed), Specification Section/Dwg No., and Responsibility/Ball-In-Court.

3. Sort Logs based on a criteria, e.g. for Submittal, Specification Section, Days Out, Status, or other criteria determined by COR.

4. Supply forms to match Government’s CM Form and Progress Payment Form or other forms when needed.

5. Track Cost Exposure with links to RFI and CM requests.

6. Measure productivity benchmarks on a project such as computing average review days for RFIs and submittals, categorize CMs, and track total CM percentages by category.

7. Keyword search of documents in database.

8. Allow online Payment Requests by Contractor.

M. Budget and Funding Source Tracking:

1. Ability to enter funding sources and assign contract line items to multiple funding sources.

PART 2 PRODUCTS

2.01 SOFTWARE

A. Procore, as manufactured by Procore, www.Procore.com, or approved equal with the following essential characteristics: Capable of performing requirements of Part 1 and Part 3.

http://www.procore.com/

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PART 3 EXECUTION

3.01 IMPLEMENTATION

A. CDMS shall be in place and operating before Contractor transmits Contract Documents to Government, except RSN 01 31 30-1, Approval Data:

1. CDMS operation includes COR, or other authorized Government representative, having program control to assign users and user rights to Government personnel to access appropriate areas of system.

B. Contractor shall input Schedule of Submittals before making submittals. Include:

1. RSNs listed in Table 01 33 00A - List of Submittals.

2. Scheduled submittal date.

C. Contractor shall provide a report of submittal status monthly or as requested by COR.

Submittal status report shall be in a table format and include:

1. Required Submittal Number (RSN).

2. Section Title.

3. Submittal Title.

4. Date Submitted.

5. Date of Response.

6. Approval Status (Approved, Partially Approved, Approved Subject to Identified

Changes and Resubmit, or Not Approved).

7. Days in Review.

8. Due Date.

D. CDMS shall be operational until final project closeout.

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Construction Program

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SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

1. Developing Baseline Schedule: Include in the price offered in the Price

Schedules for Mobilization and Preparatory Work.

2. Updating and Using Construction Program: Include as part of Contractor’s overhead.

1.02 DEFINITIONS

A. Schedule: 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 critical path of the project.

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

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling

Manual, 2nd Edition

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Oracle Primavera P6

Professional Project Management.

2. Furnish schedule and analysis data on DVD or USB drive.

3. Upon request, provide information and data used to develop and maintain

Construction Program to CO.

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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.

b. Definition of project calendars.

c. Primavera layout file (.plf).

d. Gantt chart (Bar 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 and resource limitations used to produce baseline schedule. Correlate resources with schedule assumptions and offered price. Resource listings may be independent of schedule database.

g. Narrative explanation of project schedule development. 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.

D. RSN 01 32 10-3, Updated Schedule Reports:

1. This submittal is required for a proper invoice for progress payments in accordance with the clauses at FAR 52.232-27 - Prompt Payment for Construction Contracts and WBR 1452.232-82 - Other Invoice Requirements.

2. Include:

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

b. Definition of project calendars if revised from baseline calendars.

c. Primavera layout file (.plf).

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

e. Narrative report specifically stating status of project:

1) 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.

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

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Construction Program. Government reserves the right to reject Contractor-initiated changes to current schedule which negatively impact Government action which was initiated on the basis of current schedule.

3) Discuss contract milestones and significant activities that were started, continued, or completed during the update period or scheduled during the next update period.

f. Submittal Register:

1) List submittals as listed in Table 01 33 00A – List of Submittals.

2) Update Submittal Register monthly to include submittals and revised submittals. Register fields shall include RSN name and number, date submitted, date of response, status (e.g., approved, not approved, resubmittal required).

3) This register document is separate from scheduling database.

E. RSN 01 32 10-4, 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).

e. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

A. Representative: Experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules.

1.06 GENERAL

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

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:

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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). Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

3. Activities except “Award” shall have predecessor activities and activities except “Contract Complete” shall have successor activities.

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work; and relevant clauses and specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

5. Include work of subcontractors, Government interfaces, and contract milestones.

6. Adjust Construction Program/schedule for seasonal weather conditions. Provide a narrative explaining the expected weather and plan for incorporation in schedule.

Consider work influenced by high or low ambient temperatures or precipitation.

Utilize Primavera P6 calendars to depict historical weather days that impact work.

Assign weather calendars to work impacted by weather.

7. Define activities to level of detail resulting in their 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.

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by COR. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 – Submittals. Include Required Submittal Number (RSN) in activity description.

9. Include separate activities for fabrication or manufacturing when work involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by COR.

10. Include contract title, contract number, 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. Do not display early start and late start fields.

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

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13. Use finish to start logic relationships between activities. Do not utilize start to start, finish to finish, or start to finish logic relationships. Do not use negative lead or lag times.

14. Use durations in units of whole workdays.

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

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

17. Establish workday calendar(s) and use these in the schedule to translate activity's workday duration into calendar dates. Use unique calendar names; do not use software default calendar names. Save calendars as project calendars, not global calendars.

B. 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.

C. Updated Schedule:

1. 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.

Establish dates that activities were started and completed and remaining duration for each activity started but not completed during the period:

a. Discuss and mutually agree upon changes to the schedule.

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

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

2. 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.

3. Assign a unique project file name for each schedule update.

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:

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

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

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

C. Float is not for exclusive use by or benefit of either Government or 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 2 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 which affects production and/or manufacture schedules, material orders, construction seasons, and labor and/or equipment utilization.

b. For activities directly affected…