140R4026R0025_Attachment_1_-_Specifications.pdf

U.S. Department of the Interior

SPECIFICATIONS

Bureau of Reclamation Western Colorado Area Office Grand Junction, Colorado

June 2026

East Canal Efficiency Improvements Project

Uncompahgre Project - Colorado

This page intentionally left blank.

EAST CANAL EFFICIENCY IMPROVEMENTS – UNCOMPAHGRE PROJECT,

COLORADO

FOREWORD

This solicitation involves furnishing and installing several sections of Pipeline diverting existing open-channel water from the West Loutsenhizer Arroyo into a pipeline system for the Uncompahgre Project to supplement the East Canal as well as upgrading existing components of the East Canal.

The system is on the East Canal portion of the Uncompahgre Project located East of Olathe, Colorado. This project includes furnishing and installing 36-inch HDPE pipe, two parallel 54-inch HDPE pipes, and 48-inch and 42-inch polypropylene pipe. The project will also include furnishing and placing concrete for hydraulic structures and fabrication and installation of miscellaneous metalwork.

Uncompahgre Project East Canal Efficiency Improvement Solicitation No.

Price Schedule B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES COSTS

EAST CANAL EFFICIENCY IMPROVEMENT – UNCOMPAHGRE PROJECT,

COLORADO

B.1 PRICE SCHEDULE

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

(1) Offerors shall complete the Price Schedule. Offers that do not include all completed Price Schedule CLIN items will be considered non-responsive and will not be evaluated for award.

(2) Offers will be evaluated based on the total 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 - Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause - Variation in Estimated Quantity does not apply to lump sum items.

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

(e) Definitions:

(1) CLIN – Contract Line-Item Number

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

WBR

1452.23 2-81

Mobilization and Preparatory Work For the lump sum of $

2 02 41 07 Removal and Disposal of Existing Features For the lump sum of $

3 03 30 00 Concrete for Diversion Pipeline Inlet Structure 78 yd3 $ $

4 03 30 00 Concrete for Diversion Pipeline Outlet Structure 15 yd3 $ $

140R4026R0025

Price Schedule B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

5 03 30 00 Concrete for Side Channel Spillway Structure 37 yd3 $ $

6 03 30 00 Concrete for Side Channel Spillway Pipe Outlet 3 yd3 $ $

7 03 30 00 Concrete for Double Barrel Siphon Inlet and Outlet Structures

48 yd3 $ $

8 03 30 00 Concrete for Ramp Flume Structure 72 yd3 $ $

9 03 30 00 Concrete for GK Check Structure 56 yd3 $ $

10 03 30 00 Lean Concrete for Riprap 5.25 yd3 $ $

11 03 81 10 Concrete Removal for Side Channel Spillway Pipe Outlet For the lump sum of $

12 05 50 00 Pipe Guardrail 260 lin ft $ $

13 05 50 00 Chain Guardrail 18 each $ $

14 05 50 00 Walkway Plank Grating 4 lin ft $ $

15 05 50 00 Bar Grating 121.25 ft2 $ $

16 05 50 00 Diversion Pipeline Trash Rack For the lump sum of $

17 05 50 00 Siphon Inlet Trash Rack For the lump sum of $

18 05 50 00 Side Channel Spillway Metal Fabrications For the lump sum of $

19 05 50 00 Vault Covers 1 each $ $

20 05 50 00 Guard Posts 11 each $ $

21 31 03 33 Removal and Control of Water for Diversion Pipeline Inlet Structure

For the lump sum of $

22 31 03 33

Removal and Control of Water for Diversion Pipeline Outlet Structure, Side Channel Spillway, and Double Barrel Siphon

For the lump sum of $

Price Schedule B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

23 31 03 33 Removal and Control of Water for Ramp Flume For the lump sum of $

24 31 03 33 Removal and Control of Water for GK Check Structure For the lump sum of $

25 31 11 00 Clearing and Grubbing for Diversion Pipeline 4,202 lin ft $ $

26 31 11 00 Clearing and Grubbing for Double Barrel Siphon Pipeline 170 lin ft $ $

27 31 11 00 Clearing and Grubbing for Side Channel Spillway Pipeline 162 lin ft $ $

28 31 23 02 Gravel Fill for Unsuitable Excavation 155 yd3 $ $

29 31 23 11 Earthwork for Diversion Pipeline Inlet Structure For the lump sum of $

30 31 23 11 Earthwork for Diversion Pipeline Outlet Structure For the lump sum of $

31 31 23 11 Earthwork for Side Channel Spillway Structure For the lump sum of $

32 31 23 11 Earthwork for Siphon Inlet and Outlet Structures For the lump sum of $

33 31 23 11 Earthwork for Ramp Flume Structure For the lump sum of $

34 31 23 11 Earthwork for GK Check Structure For the lump sum of $

35 31 23 22 Excavation of Unsuitable Material 155 yd3 $ $

36 31 37 00 Riprap 275 tons $ $

37 32 15 10 Gravel Surfacing 1,400 yd2 $ $

38 32 92 20 Seeding Disturbed Areas 5.25 ac $ $

39 33 09 12 Flow Measuring Equipment For the lump sum of $

40 33 11 16 Furnish and Install PVC Pipe for Diversion Pipeline Drain 40 lin ft $ $

Price Schedule B - 4

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

41 33 11 18 Furnish and Install Diversion Pipeline 4,202 lin ft $ $

42 33 11 18 Furnish and Install Double Barrel Siphon Pipeline 170 lin ft $ $

43 33 12 16 Diversion Pipeline Air Vent 5 each $ $

44 33 12 16 Diversion Pipeline Drain Assembly For the lump sum of $

45 33 12 16 Side Channel Spillway Air Vent 1 each $ $

46 33 12 16 Double Barrel Siphon Air Vent 2 each $ $

47 33 12 16 Double Barrel Siphon Drain Assemblies For the lump sum of $

48 33 44 20 Furnish and Install Side Channel Spillway Pipe 162 lin ft $ $

49 35 22 10 Furnish and Install 12-inch Canal Gate 1 each $ $

50 35 22 10 Furnish and Install 36-inch Canal Gate 2 each $ $

51 35 22 10 Furnish and Install 36-inch X 36-inch Slide Gate 2 each $ $

52 35 69 20 Safety Cable with Floats 30 lin ft $ $

TOTAL FOR PRICE SCHEDULE $_______________________________

END OF PRICE SCHEDULE

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 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 21 Removal from Work 01 42 10 Reference Standards 01 46 00 Quality Procedures 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 60 Protected Species 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 41 07 Removal and Disposal of Existing Features

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 20 00 Concrete Reinforcing 03 20 30 Grouted Anchor Bars 03 30 00 Cast-In-Place Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 81 10 Concrete Removal

DIVISION 05 - METALS

05 50 00 Metal Fabrications

Table of Contents 00 01 10 - 2

DIVISION 31 - EARTHWORK

31 02 10 Water for Dust Abatement 31 03 33 Removal and Control of Water 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 02 Compacting Earth Materials 31 23 11 Earthwork for Structures 31 23 18 Excavation from Borrow 31 23 22 Pipe Trench Earthwork 31 23 39 Disposal of Excavated Materials 31 23 70 Controlled Low Strength Material 31 37 00 Riprap

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 92 20 Seeding and Soil Supplements

DIVISION 33 - UTILITIES

33 09 12 Flow Measuring Equipment 33 11 10 Pipeline General Requirements 33 11 16 PVC Pressure Pipe 33 11 18 HDPE Pressure Pipe 33 12 16 Pipeline Valves and Appurtenances 33 44 20 Polypropylene Profile Wall Pipe

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 22 10 Hydraulic Gates 35 69 20 Safety Cable with Floats

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Temporary Construction Easement

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. The work is in three separate locations on the East Canal, part of the Bureau of Reclamations Uncompahgre Project. See Dwg No. 31-417-1050, -1051, and -1052 for an overview of work locations.

1. Work on the West Loutsenhizer Arroyo Diversion Pipeline & associated

Inlet/Outlet concrete structures is located approximately 2 miles Northeast of Olathe, Colorado in Delta County.

2. Work on the Double Barrel Siphon and the Side Channel Spillway structure and associated pipeline is located at the Loutsenhizer Arroyo crossing approximately

0.5 miles down the East Canal from the outlet of the Diversion Pipeline.

3. Work on the Ramp Flume is located below Carnation Road approximately 0.5 miles down the East Canal from the Double Barrel Siphon.

4. Work on the GK Check Structure is located on the East Canal approximately 6 miles downstream from the Ramp Flume and is approximately 6 ½ miles North of Olathe, Colorado in Delta County.

B. The East Canal conveys irrigation water to farms and pastures along the entire length.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Work on the East Canal shall consist of:

1. Mobilization and Preparation

2. Removing and disposal of existing features

3. Earthwork for concrete structures

4. West Loutzy Diversion Pipeline

a. West Loutzy Diversion Pipeline Concrete Inlet Structure

b. West Loutzy Diversion Pipeline Concrete Outlet Structure

c. Approximately 4,200 feet of 36-Inch Diameter HDPE pipe and associated fittings

5. East Canal Side Channel Spillway

a. East Canal Side Channel Spillway Concrete Structure

b. Modifying existing concrete structure for spillway pipe outlet

Summary of Work

01 11 00 - 2

c. Approximately 65 feet of 48-Inch and 100 feet of 42-inch diameter Polypropylene Profile Wall pipe.

6. Double Barrel Siphon

a. 54” Double Barrel Siphon Inlet and Outlet Structures

b. Approximately 170 feet of two parallel 54-inch diameter HDPE pipe.

7. East Canal Ramp Flume Structure

8. GK Check Structure

9. Miscellaneous metal work

10. Clearing and grubbing new pipeline alignments

11. Installing various valves, PVC pipe, and appurtenances

1.03 WORK RESTRICTIONS AND LIMITATIONS

A. Do not interfere with UVWUA’s operations and maintenance on other portions of the East Canal, West Loutsenhizer Arroyo, and Loutsenhizer Arroyo.

B. Do not interfere with landowner’s agriculture operations.

C. East Canal:

1. Seasonally, UVWUA terminates the flow of water in the East Canal on November

1st of each year and the construction site in the vicinity of the canal will be made available to the Contractor in an “as-is” condition.

2. Beginning on April 1st of each year, UVWUA begins diverting water back into the East Canal. Therefore, to prevent delays and interruptions of irrigation deliveries, the components listed below are required to complete between November 1st and April 1st:

a. West Loutsenhizer Diversion Pipeline Concrete Outlet Structure

b. East Canal Side Channel Spillway Concrete Structure, Pipeline, and

Concrete for Outlet

c. Installation of Double Barrel Siphon Pipeline & Inlet/Outlet Structures

d. East Canal Ramp Flume Concrete Structure

e. East Canal GK Check Structure

3. Remaining Project Components listed below are outside of the East Canal and may be completed during irrigation season:

a. West Loutsenhizer Diversion Pipeline Concrete Inlet Structure

b. West Loutsenhizer Diversion Pipeline

D. Project shall be substantial complete by April 1, 2028. Seeding, final cleanup, and demobilization shall be completed by November 1, 2028.

01 11 00 - 3

E. Final seeding in those areas of disturbance shall take place between September 1st and November 1st of the same year as the work is completed. Work should take place during non-irrigation season.

1.04 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1 General Requirements apply to Divisions 2 through 5.

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.

1.05 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.

1.06 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 52:

1. ECEIP: East Canal Efficiency Improvement Project

2. BLM: Bureau of Land Management

3. BOR: Bureau of Reclamation

4. BOP: Beginning of Project

5. CMP: Corrugated Metal Pipe

6. CO: Contracting Officer.

7. COR: Contracting Officer’s Representative.

8. CY: Cubic yard

9. EOP: End of Project

10. HDPE: High Density Polyethylene

11. LF: Linear Foot

12. PDF: Portable Document Form

13. UVWUA: Uncompahgre Valley Water Users Association

PART 2 PRODUCTS

Not Used

01 11 00 - 4

PART 3 EXECUTION

END OF SECTION

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 Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual - 2021 Inspection and Cleaning Manual for

Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical Memorandum No. 86-68220-07-05) 2021 Edition Available online at:

https://www.usbr.gov/mussels/prevention/do cs/EquipmentInspectionandCleaningManual 2021.pdf

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 for ECEIP:

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

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.

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 Government land made during design and erection stages or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. Government land as shown on drawings within the Right-of-Way (ROW) limits shown on the drawings and may be used for required construction facilities. The ROW limits include three permanent easements from private landowners for use as construction staging. The staging areas are shown on Drawing No. 31-417-1051.

1. The Project Borrow Pit shown on Drawing No. 31-417-1051 may be used for borrow materials and disposal of excavated materials.

B. In these specifications and the contract, the term “Government land” shall also include the private land authorized for use under the temporary construction easement that is used by the contractor(s).

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

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

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

F. Do not interfere with Landowner’s agriculture operations or GVWUA’s operations and maintenance.

G. Housing for construction personnel will not be permitted on Government land.

PART 2 EXECUTION

2.01 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.

01 14 10 - 3

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

2.02 RESTORATION

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

B. 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.

C. Seed disturbed areas of Government land used for construction purposes and not required for completed installation in accordance with Section 32 92 20 - Seeding and Soil Supplements.

01 14 10 - 4

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 project management in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS Reclamation Safety and Health Standards https://www.usbr.gov/safety/rshs/index.html

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROJECT COORDINATION

A. Contractor shall coordinate all work with the COR throughout the duration of this contract.

B. The following meetings are considered significant, but do not relieve the Contractor from the responsibility of other meetings required by the specifications.

3.02 PRECONSTRUCTION MEETING

A. Meet with COR at Reclamation’s Western Colorado Area Office in Grand Junction, CO prior to the start of construction. The Contractor shall provide as a minimum the Project Manager or Project Superintendent for the Preconstruction Meeting. Review will include, but may not be limited to:

1. Use of premises by Contractor, Owner, and Government.

2. Construction facilities and controls.

3. Access to the work and haul routes.

4. Temporary utilities.

5. Survey layout.

01 31 19 - 2

6. Housekeeping procedures.

7. Schedules and sequence of work.

8. Work restrictions.

9. Quality assurance by the Government.

10. Quality control by the Contractor.

11. Procedures for maintaining record documents.

12. Roles and responsibilities:

a. Bureau of Reclamation 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 the Contractor.

f. Payment for mobilization and preparatory work.

g. Submittal procedures.

h. As-built drawings.

3.03 PRECONSTRUCTION SAFETY MEETING

A. On the same day and after the Preconstruction Meeting, meet with COR.

B. Meeting topics include:

1. Safety requirements.

2. Monthly joint safety policy meetings.

3. Weekly toolbox safety meetings.

4. Contractor’s safety program.

5. Job hazard analysis.

6. Required safety inspections.

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

01 31 19 - 3

3.04 PROGRESS MEETINGS

A. Contractor will conduct weekly progress meetings on-site or via conference call with COR to review work, review status of submittals, progress made, difficulties in performing work, and resolution necessary to meet specifications requirements.

B. Meetings will include review of upcoming work (two week look ahead) and include updating of construction schedule as necessary.

01 31 19 - 4

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-2020 Decimal Inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-2022 United States National CAD Standards, Version 7

1.03 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as part of a complete submittal. Subsequent Submittals (i.e. Monthly Safety Reports) RSN titles that share the same base Submittal name should add an “-A” at the end of the RSN for the first Submittal and continue through the alphabet with subsequent letters to denote subsequent Submittals. For example, the first Monthly Safety Report Submittal would be “01 35 20-3-A” and the second Monthly Safety Report would be “01 35 20-3-B”.

C. Submittal Types, as listed in Table 01 33 00A – List of Submittals:

1. A – Action:

a. Government will respond as to adequacy of submittal.

b. Action submittals are considered to be “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.

2. I – Informational:

a. The Government will acknowledge receipt of these submittals.

b. The Government may reject an Informational submittal when the submittal does not comply with the contract. The Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

01 33 00 - 2

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

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number, contract 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.

c. Date.

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

3. Size: D size (22 inches by 34 inches) as defined by ASME Y14.1.

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Lettering shall be neat when drawing preparation with drafting equipment is allowed.

5. Government Format drawings:

a. Prepare drawings designated as “Government Format” in the specifications as follows:

1) Title block and sheet format:

a) As shown on Drawing 40-D-7102.

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

2) Drawing format:

a) AutoCAD, Version 2018 or later.

b) In accordance with NIBS NCS.

3) Government will provide an electronic AutoCAD template.

01 33 00 - 3

6. Final drawings:

a. Drawing format: AutoCAD, Version 2018 or later.

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

Indicate changes by clouding.

c. Electronic files: Transmit in Government approved format.

d. Government will provide an electronic AutoCAD template.

D. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

E. Certifications:

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

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: pdf files or flash drives.

1) Bookmark longer files to assist in navigating file.

2. Contents:

a. Parts identification lists, lists of special tools, and accessories.

b. Schematics and wiring diagrams.

c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.

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

01 33 00 - 4

H. Sample Submittals:

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

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

“set” of samples.

3. Samples: Representative of product to be installed.

4. Label each sample or sample kit with contract number and title.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit sets specified in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

C. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

D. Resubmittal of submittals not approved:

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

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

E. Each RSN shall be submitted under a separate transmittal letter. Multiple RSNs submitted under a single letter will be returned to the Contractor for resubmittal.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require up to 14 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 paper copy materials required for a particular RSN are received and extends through return mailing postmark date.

01 33 00 - 5

B. Time in Excess of Specified:

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

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

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

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

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

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

a. Approval was required under the 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. A response letter from the COR for each submittal will be sent to the Contractor indicating whether the submittal is approved, approved subject to identified changes, or not approved.

a. Revise and resubmit submittals not approved.

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

1.07 TRANSMITTAL

A. Transmit submittals electronically:

1. In pdf form.

2. Include RSN transmittal letter.

3. Do not include Personally Identifiable Information (PII) in electronic submittals.

B. Transmit all submittals to CO and COR as follows:

1. Where the recipient is the Contracting Officer, address the transmittal letter to

Bureau of Reclamation, 125 South State Street, Salt Lake City, UT, 84137-1148, Attn.: Tyler Spencer

a. Electronic submittals to CO shall be made to tyler_spencer@ios.doi.gov.

01 33 00 - 6

2. Where the recipient is the Contracting Officer’s Representative, address the transmittal letter to Bureau of Reclamation, Attention: Joshua Dunham, Suite 221, 445 West Gunnison Avenue, Suite 221 Grand Junction, CO 81501.

a. Electronic submittals to COR shall be made to jdunham@usbr.gov.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00A - List of Submittals

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

** Submit types: A – Approval, I – Information

RSN

Clause or Section

Title Submittals required Due date or delivery time

Type

Respon-sible Code*

1 Bonds 52.228-15

Performance and Payment Bonds Within 10 calendar days after award

A CO

2 Insurance-work on Government Installations 1452.228-70

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

Before commencing onsite work

A CO

3 Liability Insurance 1452.228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

A CO

4 Release of Claims 1452.204-70

Release of Claims (DI-137) against the Government

After completion of the work and prior to final payment

A CO

5 Labor Standards Data 52.222-11

1) List of subcontractors

2) Statement and acknowledgement Form (SF-1413) for each subcontract

Within 14 days after award of contract

A COR

6 Payrolls 52.222-8 Copies of all payrolls

Statement of Compliance

Weekly for each week of contract performance

Weekly for each week of contract performance

A COR

7 Schedules for Construction Contracts (52.236-15)

Practicable schedule:

Blackline prints

Within 7 days after work commences on the contract or another period of time as determined by the COR

A COR

8 Schedules for Construction Contracts (52.236-15)

Supplementary schedule or schedules:

Blackline prints

As deemed necessary by the

COR

A COR

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

At least 14 days before use of Government land

A COR

01 35 10-1 Safety Data Sheets Complete LHM and SDS At least 7 days before jobsite delivery of hazardous material

I COR

01 35 10-2 Safety Data Sheets Updated LHM and SDS At least 7 days before jobsite delivery of hazardous material not previously listed

I COR

01 35 20-1 Safety and Health Safety Program Submitted and accepted before commencing onsite work. See Section 3 of RSHS

A COR

01 35 20-2 Safety and Health Certificates At least 14 days before beginning onsite work

A COR

01 35 20-3 Safety and Health Monthly Reports At start of each month I COR 01 55 00-1 Vehicular Access and

Parking Initial Digital Recording of Vehicular Access and Parking

At least 14 days before beginning onsite work

I COR

01 55 00-2 Vehicular Access and Parking

Post Construction Digital Recording of Vehicular Access and Parking

Within 14 days after completing onsite work

I COR

01 33 00 - 8

Table 01 33 00A - List of Submittals

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

** Submit types: A – Approval, I – Information

RSN

Clause or Section

Title

Respon-sible Code*

01 55 00-3 Vehicular Access and Parking

Post Repair Digital Recording of Vehicular Access and Parking

Within 14 days after completing repairs, if applicable

I COR

01 55 20-1 Traffic Control Traffic Control Plan (when applicable)

At least 30 days before affecting public traffic

A COR

01 56 10-1 Protection of Existing Installations

Initial Digital Recording of Existing Installations

At least 14 days before beginning onsite work

I COR

01 56 10-2 Protection of Existing Installations

Post Construction Digital Recording of Existing Installations

Within 14 days after completing onsite work

I COR

01 56 10-3 Protection of Existing Installations

Post Repair Digital Recording of Existing Installations

Within 14 days after completing repairs, if applicable

I COR

01 56 10-4 Protection of Existing Installations

Plan for Protecting Concrete Ditches At least 14 days before beginning onsite work.

I COR

01 57 30-1 Water Pollution Control

Pollution Prevention Plan for ECEIP At least 14 days before start of onsite construction work

I COR

01 57 30-2 Water Pollution Control

Spill Prevention Control and Countermeasure Plan (SPCC) for

ECEIP

At least 14 days before delivery or storage of oil – if required

I COR

01 57 30-3 Water Pollution Control

Notice of Intent (NOI) and Storm Water Discharge Permit Associated with a Construction Site for ECEIP

Within 2 days after time of signature

I COR

01 57 30-4 Water Pollution Control

Monitoring Results for ECEIP (when applicable)

Within 2 days after each monitoring

I COR

01 71 20-1 Surveying Resumes At least 14 days before beginning survey work; At least 14 days before personnel change

A COR

01 71 20-2 Surveying Accuracy Check Results for ECEIP At least 14 days before beginning construction activities

A COR

01 74 00-1 Cleaning and Waste Management

Hazardous Waste Production and Disposal Records

Within 7 days of waste disposal

I COR

01 74 00-2 Cleaning and Waste Management

Environmental Consultant Resume (when applicable)

At least 21 days before beginning environmental assessment

A COR

01 74 00-3 Cleaning and Waste Management

Environmental Site Assessment (when applicable)

Within 14 days of completion of work

I COR

01 78 30-1 Project Record Documents

Final As-Built Drawings for ECEIP Within 14 days of completion of work

A COR

03 20 00-1 Concrete Reinforcing Reinforcement Diagrams and Lists At least 14 days before fabricating reinforcing bars

Submittals 01 33 00 - 9

Table 01 33 00A - List of Submittals

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

** Submit types: A – Approval, I – Information

RSN

Clause or Section

Title Submittals required Due date or delivery time Type

Respon-sible Code*

03 20 30-1 Grouted Anchor Bars Approval Data At least 14 days before using grout

I COR

03 20 30-2 Grouted Anchor Bars Instructions At least 14 days before using grout

I COR

03 30 00-1 Cast-In-Place Concrete

Approval Data At least 14 days before placing concrete

A COR

03 30 00-2 Cast-In-Place Concrete

Concrete Repair Methods At least 14 days before placing concrete

I COR

03 30 00-3 Cast-In-Place Concrete

Lean Concrete Placement Methods At least 14 days before placing concrete

A COR

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packaged Nonshrink Grout Data At least 14 days before placing packaged nonshrink grout

I COR

03 81 10-1 Concrete Removal Concrete Removal Plan At least 14 days before removing concrete

A COR

31 03 33-1 Removal and Control of Water

Removal of water plan At least 14 days before beginning removal and control of water work

A COR

31 23 02-1 Compacting Earth Materials

Compaction Testing Results Within 5 days of performing tests

I COR

31 23 22-1 Pipe Trench Earthwork

Excavation Design of Pipe Trench At least 14 days before excavation operations at the listed Stationing

A COR

31 23 70-1 Controlled Low Strength Material

(CLSM)

Approval Data At least 14 days before placing CLSM

A COR

31 37 00-1 Riprap Riprap Approval Data At least 14 days before procuring riprap onsite

A COR

31 37 00-2 Riprap Geotextile Approval Data At least 14 days before procuring geotextile

A COR

32 92 20-1 Seeding and Soil Supplements

Seeding Plan At least 14 days before seeding

A COR

32 92 20-2 Seeding and Soil Supplements

Certifications for each seed mix required for ECEIP

At least 14 days before furnishing seed

A COR

33 09 12-1 Flow Measuring Equipment

Product Data At least 14 days before procuring equipment

A COR

33 09 12-2 Flow Measuring Equipment

Operation and Maintenance Manuals At least 14 days before procuring equipment

A COR

33 11 10-1 Pipeline General Requirements

Installation Plan At least 14 days before installing pipe

01 33 00 - 10

Table 01 33 00A - List of Submittals

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

** Submit types: A – Approval, I – Information

RSN

Clause or Section

Title

Respon-sible Code*

33 11 16-1 PVC Pressure Pipe Approval Data, Pipe Manufacturer’s Product Information

At least 14 days before procuring PVC pipe

I COR

33 11 16-2 PVC Pressure Pipe Approval Data, Fitting Manufacturer’s Product Information

At least 14 days before procuring fittings

I COR

33 11 18-1 HDPE Pressure Pipe Approval Data At least 14 days before procuring HDPE pipe fittings

I COR

33 11 18-2 HDPE Pressure Pipe Certification At least 14 days before procuring HDPE pipe

I COR

33 11 18-3 HDPE Pressure Pipe Fusion procedures for each size and class of HDPE pipe

At least 14 days before beginning fusion welding HDPE pipe

A COR

33 11 18-4 HDPE Pressure Pipe Project Fusion Data Logger Record Within 14 days of completing all pipe fusions

A COR

33 12 16-1 Pipeline Valves and Appurtenances

Manufacturer’s Product Data and Installation Instructions

At least 14 days before procuring Valves and Appurtenances

A COR

33 44 20-1 Polypropylene Profile Wall Pipe

Approval Data, Pipe Manufacturer’s Product Information

At least 14 days before procuring pipe

I COR

33 44 20-2 Polypropylene Profile Wall Pipe

Approval Data, Fitting Manufacturer’s Product Information

At least 14 days before procuring fittings

I COR

33 44 20-3 Polypropylene Profile Wall Pipe

Pipeline Lay Drawings At least 14 days before installing pipe

A COR

35 22 10-1 Hydraulic Gates Approval data for Canal & Slide Gates

At least 14 days before procuring gates

A COR

35 22 10-2 Hydraulic Gates Final data for Canal & Slide Gates At least 14 days after procuring gate

A COR

35 69 20-1 Safety Cable with Floats

Approval Data At least 14 days before procuring items.

Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. SDS: Safety Data Sheet.

1. Referred to as Material Safety Data Sheets in the clause at 52.223-3, Hazardous

Material Identifications and Material Safety Data - Alternate 1.

1.03 APPLICATION

A. For the purposes of this contract, “delivered under this contract” in paragraph (b) of the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1, includes:

1. Materials delivered to Government.

2. Materials incorporated into work.

3. Materials used by the Contractor during contract performance at the jobsite.

1.04 SUBMITTALS

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

B. RSN 01 35 10-1, Complete LHM and SDS.

C. RSN 01 35 10-2, Updated LHM and SDS:

1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material

Identification and Material Safety Data - Alternate 1.

1.05 DELIVERY

A. Do not deliver hazardous materials to jobsite which are not included on original or previously updated LHM and SDS before receipt of updated LHM and SDS by COR.

Safety Data Sheets

01 35 10 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Safety and Health

01 35 20 - 1

SECTION 01 35 20

SAFETY AND HEALTH

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

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 35 20-1, Safety Program:

1. Written safety program in accordance with RSHS.

2. Follow the outline in Appendix 1.03-C of RSHS.

3. A generic company safety program is not acceptable. Safety Program must be site-specific for this contract.

4. Submitted and accepted prior to commencing onsite work, including mobilization.

C. RSN 01 35 20-2, Certificates:

1. CPR and First Aid training certificates for on-site supervisors and foremen.

D. RSN 01 35 20-3, Monthly reports:

1. Safety Inspection Reports:

a. List noted deficiencies, their abatement dates, and follow-up action for jobsite activities.

b. Base inspection report on findings of jobsite walk-through with Government personnel.

2. Monthly summary: Form 7-2218 or other acceptable form in accordance with

RSHS.

01 35 20 - 2

1.04 QUALIFICATIONS

A. Contractor’s Onsite Safety Representative(s):

1. Competent supervisory employee with appropriate level of safety related training and experience.

2. Holds current certificates for first aid and adult CPR.

1.05 CONTRACTOR’S ONSITE SAFETY PERSONNEL

A. Designate employee(s) as Contractor’s Onsite Safety Representative(s) prior to start of construction.

B. Contractor’s Onsite Safety Representative(s) authorities, duties, and responsibilities:

1. Review and approve Safety Program prior to submittal.

2. Implement Safety Program.

3. Full authorization to correct unsafe activity on the spot.

4. Prepare safety inspection reports.

5. At least one Contractor Onsite Safety Representative shall be onsite during construction activities.

1.06 SAFETY AND HEALTH

A. Provide and maintain a work environment and procedures that:

1. Safeguard the public and Government's personnel, and Contractor employees exposed to Contractor operations and activities.

2. Avoid interruptions of site operations and delays in project completion dates.

3. Control costs in contract performance.

B. Do not begin on site work, including mobilization, until the COR accepts the Safety Program.

C. Participate in Contractor Safety Program Review meeting prior to mobilization.

D. Minimum work crew shall consist of no less than two (2) people, unless approved by

COR.

E. Develop Job Hazard Analyses for each distinct phase of work under the contract. 1. Do not begin a phase of work until a JHA is acceptable to COR and shared with construction employees. 2. Activities involving hazardous materials shall have the appropriate Safety Data Sheet(s) attached to the JHA.

F. Comply with RSHS {29 CFR 1926, FAR 52.236-13}

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

01 35 20 - 3

2. Construction Safety and Health Standards promulgated by the Secretary of Labor may be obtained from any regional or area office of the Occupational Safety and Health Administration of the U.S. Department of Labor.

G. Correct safety and health violations identified by the CO or the COR.

H. When the Contractor fails or refuses to correct a compliance directive, the CO may issue an order to stop all or part of the work.

1. When satisfactory corrective action is taken, an order to resume work will be issued.

2. The Contractor shall not be entitled to extension of time or to claim for damage or to additional compensation by reason of either the directive or stop order.

3. Failure of the CO to order discontinuance of the Contractor’s operations shall not relieve the Contractor of the responsibility for the safety of personnel and property

I. Maintain accurate record of and report to the CO the following occurrences during performance of this contract:

1. Death.

2. Occupational disease.

3. Traumatic injury to employees or the public.

4. Property damage in excess of $2,500.

J. The rights and remedies of the Government provided in this section are in addition to any other rights and remedies provided by law or under this contract.

1. In the event there is a conflict between requirements contained in RSHS, specification paragraphs, Contractor’s approved Safety Program, referenced safety and health codes, and standards, or the U.S. Department of Labor Construction Safety and Health Standards, promulgated under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.), as amended, the more stringent requirement shall prevail.

K. Provide appropriate safety barricades, signs, and warnings.

L. The Contractor shall be responsible for providing medical and emergency assistance in a timely manner consistent with recognized emergency protocols.

M. In instances where local emergency responders are not readily available, the responsibility to provide emergency services shall default back to the Contractor

N. Perform all training as required by federal, state, and local regulations prior to any activity that requires it.

1. Training records must be submitted to the COR upon request.

01 35 20 - 4

2. In no case shall an employee perform work until all required training is complete.

1.07 MEDICAL SERVICES AND FIRST AID

A. Provide medical services and first aid in accordance with RSHS Section 1.05.

B. Make facilities and services available for emergency aid to employees, subcontractor employees, and Government employees.

1. Provide services free of charge to Government employees injured on job.

2. Government employees not injured on job may be charged fees for rendered services based on reasonable and established fee rates.

C. Ambulance service:

1. Arrange for dependable ambulance service in accordance with RSHS, paragraph

1.05(5)(e).

2. On-site ambulance is not required.

3. Ambulance operators: Certified to render first aid/CPR and competent to operate vehicle.

1.08 QUALITY ASSURANCE

A. Contractor’s Onsite Safety Representative(s):

1. The effectiveness of Contractor’s Onsite Safety Representative(s) in prosecuting the safety program will be subject to continual review by the CO.

B. Safety Program:

1. The effectiveness of the Safety Program will be subject to continual review by the

CO.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Removal from Work

01 35 21 - 1

SECTION 01 35 21

REMOVAL FROM WORK

PART 1 GENERAL

1.01 REMOVAL FROM WORK

A. If, in the opinion of the CO, an employee refuses or repeatedly fails to comply with, or supervisors fail to enforce compliance with the safety requirements contained in the "Accident Prevention" clause and the "Safety and Health - Bureau of Reclamation" clause in Section I of this contract, the CO may require, in accordance with paragraph (c) of the "Material and Workmanship" clause in Section E, that the individual be removed from the work, and the site if necessary.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Removal from Work

01 35 21 - 2

Reference Standards

01 42 10 - 1

SECTION 01 42 10

REFERENCE STANDARDS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Referenced editions of standard specifications, codes, and manuals form a part of this specification to the extent referenced.

B. These specifications take precedence when conflicting requirements occur between specifications and referenced standard.

1.03 JOBSITE REFERENCE STANDARDS

A. Maintain at fabrication site, access to referenced standard specifications, codes, and manuals required for work in progress at fabrication site. Make available for use by the Government.

B. Maintain onsite, access to referenced standard specifications, codes, and manuals required for onsite work in progress. Make available for use by the Government.

1.04 AVAILABILITY

A. Code of Federal Regulations (CFR):

1. Available online, authorized by the National Archives and Records

Administration (NARA) and the Government Printing Office (GPO), at https://www.govinfo.gov/app/collection/cfr/2025 http://www.gpo.gov/fdsys/search/home.action

B. Bureau of Reclamation Documents:

1. Reclamation Safety and Health Standards (RSHS) may be downloaded at Safety |

Bureau of Reclamation www.usbr.gov/ssle/safety/RSHS/rshs.html.

2. Bureau of Reclamation manuals and other publications including significant scientific, technical, and engineering works are available upon request of the CO.

01 42 10 - 2

C. Industrial and Governmental Documents:

1. When a reference has a joint designation (e.g. ANSI/IEEE) these specifications generally cite the proponent organization (e.g. IEEE).

2. Addresses for obtaining industrial and governmental (other than Federal and

Bureau of Reclamation specifications and standards) specifications, standards, and codes are listed in Table 01 42 10A - Addresses for Specifications, Standards, and Codes.

Table 01 42 10A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, NW., Suite 249 Washington, DC 20001 www.aashto.org

202-624-5800 800-231-3475

ACI American Concrete Institute 38800 Country Club Dr.

Farmington Hills, MI 48331-3439 https://www.concrete.org/home.aspx

248-848-3700

AEIC Association of Edison Illuminating Companies PO Box 2641 Birmingham, AL 35291-0992 http://aeic.org/

205-257-3839

AGC Associated General Contractors of America 333 John Carlyle Street, Suite 200 Alexandria, VA 22314 www.agc.org

703-548-3118

AISC American Institute of Steel Construction One East Wacker Drive, Suite 3100 Chicago, IL 60601-2001 www.aisc.org

312-670-2400

ANSI American National Standards Institute 1819 L. Street, NW.

Washington, DC 20036 www.ansi.org

202-293-8020

01 42 10 - 3

Table 01 42 10A - Addresses for Specifications, Standards, and Codes

Acronym Name and Address Telephone

APA/EWA APA-The Engineered Wood Association P.O. Box 11700 Tacoma, WA 98411-0700 www.apawood.org

253-565-6600

ASME American Society of Mechanical Engineers 3 Park Avenue New York, NY 10016-5990 www.asme.org

800-843-2763

ASTM ASTM International P.O. Box C700 100 Barr Harbor Drive West Conshohocken, PA 19428-2959 www.astm.org

610-832-9585

AWS American Welding Society 550 NW LeJeune Road Miami, FL 33126 www.amweld.org

800-443-9353 305-443-9353

ICRI International Concrete Repair Institute 1000 Westgate Drive, Suite 252 | St. Paul, Minnesota 55114 http://www.icri.org/

651-366-6095

IEEE Institute of Electrical and Electronics Engineers 3 Park Avenue,17th Floor New York, NY 10016-5997 www.ieee.org

212-419-7900

NACE NACE International 1440 South Creek Drive Houston, TX 77084 www.nace.org

281-228-6200

NEMA National Electrical Manufacturers Association 1300 N 17th Street, Suite 1847 Rosslyn, VA 22209 www.nema.org

703-841-3200

NETA International Electrical Testing Association Inc.

3050 Old Centre Ave., Suite 102 Portage, MI 49024 http://www.netaworld.org/

269-488-6382

01 42 10 - 4

Table 01 42 10A - Addresses for Specifications, Standards,…