Attachment__1_00_00_01_AVC_Boone_Reach_2_-_Specifications.pdf

U.S. Department of the Interior April 2023

Arkansas Valley Conduit Boone Reach 2

Fryingpan-Arkansas Project, Colorado

Missouri Basin Region

Solicitation No. 140R6023R0011

This page intentionally left blank.

ARKANSAS VALLEY CONDUIT BOONE REACH 2

FRYINGPAN-ARKANSAS PROJECT

COLORADO

FOREWORD

Pipe work begins west of Avondale Boulevard along Colorado State Highway 96 (SH96) in North Avondale, Colorado in Pueblo County, and continues east along SH96 and ends just east of intersection of South Higgins Avenue and East 1st Street in Boone, Colorado. Fiber line work will begin approximately one mile west of the intersection of SH96 and US Highway 50.

A. Overview: Work consists of constructing approximately 5.4 miles of 30-inch inside diameter potable water transmission pipe and approximately 7.4 miles of fiber conduit.

Work includes wash crossings, jack and bore crossings, and road cuts and restoration.

B. Install:

1. Sectionalizing, air, and blowoff valves.

2. Sampling stations.

3. Two delivery vaults and associated improvements, including control panels and associated programming for local control at each vault.

4. Fiber conduit, cable, and associated improvements, including testing the fiber optic cable on delivery to the staging area, prior to installation, following installation in the fiber conduit but prior to splicing, and after splicing.

C. Flush and test installed 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 Boone Reach 2 Fryingpan-Arkansas Project, Colorado Solicitation No. 140R6023R0011

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

ARKANSAS VALLEY CONDUIT BOONE REACH 2

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 1

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1-1 WBR

1452.232-

Mobilization and Preparatory Work

For the lump sum of $

1-2 01 51 15 Electrical Line Relocation For the lump sum of $ 1-3 01 51 15 Telecommunication Line

Relocation For the lump sum of $

1-4 01 52 10 Field Office For the lump sum of $ 1-5 01 55 20 Traffic Control Management For the lump sum of $ 1-6 01 57 15 Utility Crossing

Investigations For the lump sum of $

1-7 26 42 11 Buried Galvanic Cathodic Protection and Corrosion Monitoring System

8 ea $ $

1-8 27 05 43 Fiber Communications Infrastructure

For the lump sum of $

B - 2

PRICE SCHEDULE 1

CLIN Section Supplies or Services Quantity and Unit Unit Price Amount

1-9 31 02 10 Water for Dust Abatement For the lump sum of $ 1-10 31 02 30 Dust Palliative 15 Mgal $ $ 1-11 31 03 33 System Design For the lump sum of $ 1-12 31 03 33 Dewatering Materials For the lump sum of $ 1-13 31 03 33 Dewatering System

Installation and Removal For the lump sum of $

1-14 31 03 33 Dewatering Operation For the lump sum of $ 1-15 31 03 33 Observation Wells Materials, Installation, and Removal For the lump sum of $

1-16 31 03 33 Unwatering System Materials, Installation, Operation, and Removal

For the lump sum of $

1-17 31 11 00 Clearing and Grubbing 115,000 yd2 $ $ 1-18 31 14 10 Stripping, Stockpiling, and

Placement 115,000 yd2 $ $

1-19 31 23 22 Rock Excavation 53,000 yd3 $ $ 1-20 31 23 50 Earthwork for Roads 17 yd3 $ $ 1-21 31 32 32 Geotextile 380 yd2 $ $ 1-22 31 37 00 Riprap 1.18 yd2 $ $ 1-23 32 12 22 Asphalt Concrete Pavement 1,200 yd2 $ $ 1-24 32 15 10 Gravel Surfacing 2,800 yd2 $ $ 1-25 32 92 20 Seeding and Soil

Supplements 115,000 yd2 $ $

1-26 33 05 21 Bored Road Crossings For the lump sum of $ 1-27 33 11 10* PVC Line Pipe Delivered to

Site 28,250 lin ft $ $

1-28 33 11 10* HDPE Line Pipe Delivered to Site

28,250 lin ft $ $

1-29 33 11 10* Line Pipe Installed 28,250 lin ft $ $ 1-30 33 11 10 Filling and Testing Pipe For the lump sum of $ 1-31 33 22 15 Sectionalizing Valve

Assemblies 3 ea $ $

1-32 33 22 15 Air Valve Assemblies 9 ea $ $ 1-33 33 22 15 Blowoff Valve Assemblies 12 ea $ $ 1-34 33 22 15 Sampling Station Valve

Assemblies 2 ea $ $

1-35 33 82 23 Optical Fiber Cable 42,000 lin ft $ $ 1-36 35 22 14 Boone Delivery Vault

Assembly For the lump sum of $

1-37 35 22 14 Avondale Delivery Vault Assembly

For the lump sum of $

B - 3

Note: Mgal = thousand gallons.

*Include price for delivering and installing either PVC or HDPE but not both.

TOTAL FOR PRICE SCHEDULE 1 $_________________

END OF PRICE SCHEDULE

B - 4

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 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 51 15 Utility Relocations 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

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

00 01 10 - 2

03 48 00 Precast Concrete Structures 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 63 00 Epoxy Grout

DIVISION 05 – METALS

05 50 00 Metal Fabrications

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 50 Spray-Applied Polyurethane Foam Insulation 07 21 60 Insulation Jacket

DIVISION 08 – OPENINGS

08 31 25 Access Hatches

DIVISION 09 – FINISHES

09 96 20 Coatings

DIVISION 10 – SPECIALITIES

10 14 26 Utility Markers

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

23 82 39 Electric Heat Units

DIVISION 25 – INTEGRATED AUTOMATION

25 12 10 Programmable Logic Controller

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 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 42 11 Buried Galvanic Cathodic Protection and Corrosion Monitoring Systems 26 50 00 Lighting

00 01 10 - 3

DIVISION 27 – COMMUNICATIONS

27 05 43 Underground Ducts and Raceways for Communications Systems 27 21 29 Data Communications Switches and Hubs

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 30 00 Electronic Access Control and Intrusion Detection

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 32 32 Geotextile 31 37 00 Riprap

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 22 Asphalt Concrete Pavement 32 15 10 Gravel Surfacing 32 92 20 Seeding and Soil Supplements

DIVISION 33 – UTILITIES

33 05 21 Bored Road Crossings 33 05 22 Casing for Highway Crossings 33 11 10 Pipeline General Requirements 33 11 16 PVC Pressure Pipe 33 11 18 HDPE Pressure Pipe 33 11 50 Pipe Crossings at Existing Utility Pipelines 33 21 95 Metal Piping for Line Pipe Installations and Delivery Vaults 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 22 14 Valves and Equipment for Delivery Vaults

00 01 10 - 4

DIVISION 40 – PROCESS INTERCONNECTIONS

40 71 13 Magnetic Flow Meters

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Property and Utility Owner Agreements 51 00 15 Reclamation M-15, Rubber Gaskets for Joining Pipe 51 00 20 CDOT Utility Special Use Permit Standard Provisions 51 00 25 Boone Reach 2 Subsurface Utility Engineering Plan 51 00 50 Electronic Media Release 51 00 60 Dewatering and Unwatering Reports Form 51 40 00 Streamflow Records and Climatic Conditions

DIVISION 52 – DRAWINGS

52 00 00 Drawings

DIVISION 53 – GEOLOGIC INVESTIGATIONS AND RECORDS

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

END OF CONTENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Pipe work begins west of Avondale Boulevard along Colorado State Highway 96 (SH96) in North Avondale, Colorado in Pueblo County, and continues east along SH96 and ends just east of intersection of South Higgins Avenue and East 1st Street in Boone, Colorado.

Fiber line work will begin approximately one mile west of the intersection of SH96 and US Highway 50.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Overview: Work consists of constructing approximately 5.4 miles of 30-inch inside diameter potable water transmission pipe and approximately 7.4 miles of fiber conduit.

Work includes wash crossings, jack and bore crossings, and road cuts and restoration.

B. Install:

1. Sectionalizing, air, and blowoff valves.

2. Sampling stations.

3. Two delivery vaults and associated improvements, including control panels and associated programming for local control at each vault.

4. Fiber conduit, cable, and associated improvements, including testing the fiber optic cable on delivery to the staging area, prior to installation, following installation in the fiber conduit but prior to splicing, and after splicing.

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

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, the words “shall be” are included by inference where a colon (:) is used within a 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.

Summary of Work

01 11 00 - 2

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 Schedules 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 Government or other contractors, including the following:

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

2. AVC Injection Site Phase 1 and Backflow Preventer Site.

3. Black Hills Energy power supply installation for Avondale Delivery Vault.

4. Black Hills Energy power supply installation for Boone Delivery Vault.

5. Xcel Energy gas line relocation.

B. Cooperate and coordinate with other contractors on access to and use of work areas and contractor use areas. Comply with clause at 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 Schedules 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.

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

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. 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.

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

C. 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.

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

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

F. Housing for construction personnel is not permitted.

PART 2 PRODUCTS

Not Used

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.

01 14 10 - 3

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: Include in prices offered in the Price Schedules 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. Allowable Work Hours: 7 a.m. to 5 p.m., Monday through Friday, excluding Federal holidays, 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.

1.04 WASH CROSSINGS

A. Boone Creek is an ephemeral stream, active only after rain events.

B. Watershed is extensive and has the ability to carry large flows.

C. Do not leave wash excavation open during runoff event. Head cutting from an open trench during a runoff event may cause structural issues with adjacent highway structure foundation.

D. Monitor potential rainfall within the Boone Creek watershed daily just prior to and during wash crossing construction.

E. Do not leave wash crossing excavations open during non-consecutive workdays.

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

Work Restrictions and Limitations

01 14 12 - 2

F. Refer to Section 51 40 00 – Streamflow Records and Climatic Conditions.

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 Schedules 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 meetings 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 a .kmz file.

2. Request additional cultural and environmental approvals, such as a categorical exclusion. 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 Government 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. Railroad companies.

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 Government 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 Schedules 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. Schedule and analysis data electronically.

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

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 40.

01 32 10 - 3

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.

01 32 10 - 4

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) Control Enclosures.

2) Electrical System.

3) Boone Delivery Vault Assembly.

4) Avondale Delivery Vault Assembly.

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.

01 32 10 - 5

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.

b. 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 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.

01 32 10 - 6

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 CLINs. 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 Schedules 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. 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:

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.

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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. of sets to be sent:” columns in Table 01 33 00A - List of Submittals.

1. Electronic submittals:

a. In Portable Document Format (PDF).

1) Optical Character Recognition (OCR).

2) 508 compliant.

3) RSNs having more than one requirement shall be bookmarked.

4) RSNs with requirements for files other than PDF (.XER, .PLF, .DWGs, etc.) shall be combined using WIN Zip.

5) Include RSN transmittal letter.

6) Each submittal shall be submitted as one PDF or WINZip (only when multiple file types are required).

b. Personally Identifiable Information (PII) shall be encrypted using WINZip or Adobe Acrobat before transmitting electronically.

2. Submit electronic submittals via Microsoft Teams:

a. Access to Microsoft Teams will be made available for transmission of submittals, correspondence, and information sharing following Notice to Proceed.

b. Submittals received after 5:00 p.m. Mountain Time, shall be documented as received the next business day.

D. Include the following information in transmittal letters:

1. Cover Letter:

a. Contract number and title.

b. RSN for attached submittal.

c. Responsible code.

d. Identify submittal as initial or resubmittal.

2. Submittal contents following cover letter. Include all listed items for RSNs with multiple parts.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

Resubmitted drawings shall include a revision block with date.

2. Describe reasons for significant changes in transmittal letter.

01 33 00 - 5

3. Resubmit returned submittals within 14 calendar days after receiving comments.

4. Requirements for initial submittals apply to resubmittals.

5. Resubmittals shall be complete submittals without reference to the original submittal.

F. Submit each RSN under a separate transmittal letter. Multiple RSNs submitted under a single letter will not be reviewed.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 28 calendar days for review of each submittal or resubmittal, unless otherwise specified.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through the date the response is uploaded to Microsoft Teams.

3. Provide Submittal Register in accordance with Section 01 32 10 – Construction Program. Submittal Register shall be complete and include anticipated submittal dates for each RSN:

a. Division 1 submittals shall be provided per due date or delivery time provided within Table 01 33 00A – List of Submittals.

b. Sequence Division 2 through 40 submittals to maintain Contractor’s construction schedule, with submittals intentionally staggered. Submit no more than 5 submittals, counting original and resubmittals, per Division(s) listed below within one 7-day period.

1) Division 2 through 23.

2) Division 25 through 28.

3) Division 31 through 32.

4) Division 33 through 40.

c. Contractor and Government shall mutually agree to a revised review time for submittals received in excess of 5 submittals per 7-calendar day period for the Division(s) listed above.

B. Time in Excess of Specified:

1. The CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

01 33 00 - 6

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete action submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to extent that:

a. Approval was required under contract, and

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR

52.242-14, Suspension of Work; however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Submittal Response:

1. Response letter will indicate whether submittal is approved, not approved, acceptable, not acceptable, or acknowledged receipt.

a. Submittals that are not approved or not acceptable shall be revised and resubmitted.

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

2. Request For Information (RFI). A response will be provided within 28 calendar days.

3. General Correspondence to the COR. A response will be provided within

28 calendar days.

1.07 TRANSMITTAL

A. Microsoft Teams access will be established for uploading all correspondence and transmittals listed in Table 01 33 00A - List of Submittals.

B. Submittals required by specifications, but not listed in Table 01 33 00A - List of Submittals:

1. Submit in accordance with this section.

2. Submit to COR unless otherwise specified.

PART 2 PRODUCTS

01 33 00 - 7

PART 3 EXECUTION

01 33 00 - 8

Table 01 33 00A - List of Submittals

* CO indicates Contracting Officer, and COR indicates Contracting Officer's Representative.

RSN

Clause or Section

Title Submittals required

Due date or delivery time

Respon-sible code

N…