Attachment_7_Davie_Ditch_Revised_Specifications_16Aug2023_0002.pdf

U.S. Department of the Interior SPECIFICATIONS

Bureau of Reclamation

Technical Service Center

Denver, Colorado July 2023

DAVIE DITCH PIPELINE

Silt Project - Colorado

Volume II of II

DAVIE DITCH PIPELINE – SILT PROJECT, COLORADO

FOREWORD

This solicitation involves placing several sections of an existing open-channel water conveyance system into a pipeline system.

The system is the Davie Ditch up to the Silt Project located North of Rifle, Colorado. This project includes furnishing and installing approximately 4,400 linear feet of 36-inch and 24-inch diameter pipe. The project will also include furnishing and placing concrete for inlet and outlet structures, fabrication, and installation of miscellaneous metalwork.

PRE-BID SITE VISIT: SEE VOLUME I, SECTION L, SOLICITATION CLAUSE

52.236-27 FOR DATE AND TIME. THE SITE VISIT WILL BE HELD AT (LOCATION,

DATE AND TIME TO BE ANNOUNCED)

PROSPECTIVE BIDDERS SHOULD MAKE ARRANGEMENTS BY CONTACTING:

Joshua Dunham, USBR Telephone: 970-248-0613

FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION

"RECLAMATION SAFETY AND HEALTH STANDARDS" (2009 EDITION AS

REVISED, WITH REVISIONS AT http://www.usbr.gov/ssle/safety/RSHS/rshs.html)

WHICH IS APPLICABLE TO WORK UNDER THIS CONTRACT, SEE CLAUSE AT

"WBR 1452.223-81 SAFETY AND HEALTH."

http://www.usbr.gov/ssle/safety/RSHS/rshs.htm

Davie Ditch Pipeline

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES COSTS

DAVIE DITCH PIPELINE – SILT PROJECT, COLORADO

B.1 PRICE SCHEDULES

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

(1) Offerors shall complete Price Schedule 1 and Optional Price Schedules 2 and 3.

Offers that do not include the Optional Price Schedules 2 and 3 will be considered nonresponsive and will not be evaluated for award.

(2) Offers will be evaluated based on the total of Price Schedule 1 and Optional Price Schedules 2 and 3.

(3) The Government intends to award Price Schedule 1 and may also award one or both Optional Price Schedules 2 and 3. Award of Optional Price Schedules 2 and 3 will depend on available funds.

(4) Details of the Price Schedules are as follow:

PRICE SCHEDULES AND SEGMENTS OF DAVIE DITCH

Price Schedules Segment(s) to be Completed

Stations Plan and Profile Drawing Numbers

Price Schedule 1 Segment 1 Segment 2

Station 100+00 to 115+85 Station 200+00 to 206+16

514-417-490 514-417-494

Price Schedule 2 Segment 4 Station 400+00 to 409+00 514-417-501 Price Schedule 3 Segment 3 Station 300+00 to 312+68 514-417-497

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

(c) Quantities in the Price Schedules 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 and Specifications Section 01 71 13, Payment for Mobilization and Preparatory Work, CLIN 1 of the Price Schedules.

(e) Definitions:

(1) CLIN – Contract Line-Item Number

B - 2

PRICE SCHEDULE 1

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232 -81 and 01 71 13

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 Structures 25 yd3 $ $

4 05 50 00 Miscellaneous Metalwork for Structures For the lump sum of $

5 05 50 00 Miscellaneous Metalwork for Manhole Tees 2 Ea. $ $

6 31 23 02 Select Material Refill for Unsuitable Material 100 yd3 $ $

7 31 23 11 Earthwork for Concrete Structures For the lump sum of $

8 31 23 22 Excavation of Unsuitable Material 100 yd3 $ $

31 35 00 Geocell Erosion Protection 140 yd2 $ $

10 31 35 00 6-inch Cobble 30 yd2 $ $

11 32 92 20 Seeding Disturbed Areas 4 ac $ $

12 33 11 10 Furnish and Install 36-inch Pipe 2201 lin ft $ $

TOTAL FOR PRICE SCHEDULE 1 $_________________

B - 3

OPTIONAL PRICE SCHEDULE 2

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232 -81 and 01 71 13

Mobilization and Preparatory Work (Incremental Increase) 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 Structures 25 yd3 $ $

4 05 50 00 Miscellaneous Metalwork for Structures For the lump sum of $

5 31 23 02 Select Material Refill for Unsuitable Material 40 yd3 $

6 31 23 11 Earthwork for Concrete Structures For the lump sum of $

7 31 23 22 Excavation of Unsuitable Material 40 yd3 $ $

8 31 35 00 6-inch Cobble 5 yd2 $ $

9 32 92 20 Seeding Disturbed Areas 3 ac $ $

10 33 11 10 Furnish and Install 24-inch Pipe 900 lin ft $ $

33 11 10 Furnish and Install 4-inch Pipe 200 lin ft $ $

33 11 10 Furnish and Install 10-inch Pipe 25 lin ft $ $

35 22 10 Furnish and Install Canal Gates For the lump sum of $

TOTAL FOR OPTIONAL PRICE SCHEDULE 2: $_________________

TOTAL FOR PRICE SCHEDULE 1

AND OPTIONAL PRICE SCHEDULE 2: $_________________

B - 4

OPTIONAL PRICE SCHEDULE 3

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232 -81 and 01 71 13

Mobilization and Preparatory Work (Incremental Increase) For the lump sum of $

2 03 30 00 Concrete for Structures 25 yd3 $ $

3 05 50 00 Miscellaneous Metalwork for Structures For the lump sum of $

4 05 50 00 Miscellaneous Metalwork for Manhole Tees 2 Ea. $ $

5 31 23 02 Select Material Refill for Unsuitable Material 60 yd3 $

6 31 23 11 Earthwork for Concrete Structures For the lump sum of $

7 31 23 22 Excavation of Unsuitable Material 60 yd3 $ $

8 31 35 00 Geocell Erosion Protection 400 yd2 $ $

9 31 35 00 6-inch Cobble 55 yd2 $ $

10 32 92 20 Seeding Disturbed Areas 4 ac $ $

33 11 10 Furnish and Install 36-inch

Pipe 1268 lin ft $ $

TOTAL FOR OPTIONAL PRICE SCHEDULE 3: $_________________

TOTAL FOR PRICE SCHEDULE 1

AND OPTIONAL PRICE SCHEDULE 3: $_________________

TOTAL FOR PRICE SCHEDULE 1, PRICE SCHEDULE 2, AND

PRICE SCHEDULE 3: $_________________

END OF PRICE SCHEDULES

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 57 90 Preservation of Historical and Archeological Data 01 60 00 Product Requirements 01 71 13 Mobilization and Preparatory Work 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

Table of Contents

00 01 10 - 2

DIVISION 05 - METALS

05 50 00 Metal Fabrications

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 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 35 00 Erosion Protection

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 20 Seeding and Soil Supplements

DIVISION 33 - UTILITIES

33 11 10 Pipeline General Requirements 33 11 16 PVC Pressure Pipe 33 11 18 HDPE Pressure Pipe 33 44 20 Polypropylene Profile Wall Pipe

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 22 10 Hydraulic Gates

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors

DIVISION 52 - DRAWINGS

52 00 00 Drawings

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 on the Davie Ditch is located approximately 5.5 miles north of Rifle, Colorado in Garfield County. The Davie Ditch conveys irrigation water to farms and pastures along the entire length.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Work on the Davie Ditch Pipeline shall consist of:

1. Mobilization and Preparation

2. Removing and disposal of existing features

3. Constructing reinforced concrete structures

4. Fabricating and installing miscellaneous metal work, including covers for manhole tees on 36-inch and 24-inch Pipe

5. Earthwork for structures

6. Clearing and grubbing existing canal alignment

7. Installing 36-inch and 24-inch diameter pipe and associated fittings of selected pipe type

Table 01 11 00 - PRICE SCHEDULES AND SEGMENTS OF DAVIE DITCH Price

Schedules Segment(s) to be

Completed Stations Plan and Profile

Drawing Numbers

Price Schedule 1

Segment 1 Segment 2

Station 100+00 to 115+85 Station 200+00 to 206+16

514-417-490 514-417-494

Optional Price

Schedule 2

Segment 4 Station 400+00 to 409+00 514-417-501

Optional Price

Schedule 3

Segment 3 Station 300+00 to 312+68 514-417-497

01 11 00 - 2

1.01 WORK RESTRICTIONS AND LIMITATIONS

A. Do not interfere with SWCD’s maintenance operations on other portions of the Silt Project.

B. All work shall be completed by April 1, 2024, with the exception of seeding stated below.

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

1.02 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.

1.03 ACRONYMS

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

1. BLM: Bureau of Land Management

2. BOP: Beginning of Project

3. CMP: Corrugated Metal Pipe

4. CO: Contracting Officer.

5. COR: Contracting Officer’s Representative.

6. CY: Cubic yard

7. EOP: End of Project

8. HDPE: High Density Polyethylene

9. LF: Linear Foot

10. PDF: Portable Document Form

11. SWCD: Silt Water Conservancy District

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.

01 11 00 - 3

1.05 PIPELINE MATERIALS

A. The Government has included three different types of “Pipe” in these specifications to permit the greatest flexibility with potential offerors’ experience, procurement and delivery from suppliers and the construction schedule. The Pipe materials that are included in the following specifications include PVC, HDPE, and Polypropylene Profile Wall Pipe.

B. The contractor will not be permitted to change material type through a specified segment.

Segments are defined in Specification Section 33 11 10, article 1.03, and Table 01 11 00

– Price Schedules and Segments of Davie Ditch.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

01 11 00 - 4

This page intentionally left blank.

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for

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

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

1.03 SUBMITTALS

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

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

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.

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

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

01 14 10 - 2

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 four permanent easements from private landowners for use as construction staging. The staging areas are shown on Drawing No. 514-417-508.

1. These areas 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. The use of additional land shall be in accordance with Section 01 57 90, Preservation of Historical and Archeological Data.

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. 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.

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

01 14 10 - 3

2.02 RESTORATION

A. Restore Contractor staging areas to pre-construction condition with regard to grades and contours.

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 Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-2009 Reclamation Safety and Health Standards

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROJECT COORDINATION

A. 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, Government and SWCD.

2. Construction facilities and controls.

3. Access to the work and haul routes.

4. Temporary utilities.

5. Survey layout.

6. Housekeeping procedures.

7. Schedules and sequence of work.

8. Work restrictions.

Project Management and Coordination

01 31 19 - 2

9. Procedures for testing including quality assurance and quality control.

10. Procedures for maintaining record documents.

11. Roles and responsibilities:

a. Bureau of Reclamation organization and personnel.

b. Contractor organization and personnel.

c. Subcontractors.

d. Proposed work schedule.

12. 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.

3.03 SAFETY PROGRAM REVIEW MEETING

A. Meet with COR at Reclamation’s Western Colorado Area Office in Grand Junction, CO prior to the start of construction. Review will include but may not be limited to:

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.

3.04 PROGRESS MEETINGS

A. Meet weekly with COR project office to review work, progress made, difficulties in performing work, and resolution necessary to meet specifications requirements.

B. Meetings will include review of construction schedule.

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 Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-2005(2010) Decimal Inch Drawing Sheet Size and

Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-2011 United States National CAD Standards, Version 5

1.03 DEFINITIONS

A. Days: Calendar days.

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

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

1. A – Approval:

a. Government will approve or disapprove these submittals.

b. Approval 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.

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.

01 33 00 - 2

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.

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: On flash drives.

01 33 00 - 3

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.

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.

01 33 00 - 4

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.

1. Electronic submittals:

a. In pdf form.

b. Include RSN transmittal letter.

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

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.

01 33 00 - 5

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require up to 21 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.

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. Addresses for codes listed in Table 01 33 00A - List of Submittals:

01 33 00 - 6

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.: Dwane Esplin

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. In addition to the paper copy submissions mailed to the above referenced address, electronic pdf submittals shall be e-mailed to the following address: 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

No. of sets to be sent to: *

CO COR

1 Bonds 52.228-15

Performance and Payment Bonds

Within 10 calendar days after award

A CO 1

electronic

2 Insurance-work on a Government Installation 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 1 electronic

3 Liability Insurance 1452.228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the contract

A CO 1

electronic

4 Equal Opportunity 52.222-26

Information required by Executive Order

112246 (SF-100)

Within 30 days following award A CO 1 electronic

6 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 1

electronic

7 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 1

8 Payrolls 52.222-08

Copies of all payrolls

Statement of Compliance

Weekly for each week of contract performance

Weekly for each week of contract performance

A COR 1

9 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 1

electronic electronic

11 Schedules for Construction Contracts (52.236-15)

Supplementary schedule or schedules:

Blackline prints

As deemed necessary by the

COR

A COR 1

electronic electronic

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

At least 14 days before use of Government land

A COR 1

electronic electronic

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

At least 7 days before jobsite delivery of hazardous material

I COR 1

electronic

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

Submittals required

Respon-sible code

No. of sets to be sent to: *

CO 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 1

electronic electronic

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before commencing onsite work. See Section 3 of RSHS

A COR 1

electronic electronic

01 35 20-2 Safety and Health

Certificates At least 14 days before beginning onsite work

A COR 1

electronic electronic

01 35 20-3 Safety and Health

Monthly Reports At start of each month I COR 1 electronic electronic

01 55 20-1 Traffic Control Traffic control plan (when applicable)

At least 30 days before affecting public traffic

A COR 1

electronic electronic

01 57 30-1 Water Pollution Control

Pollution Prevention Plan – Copies of 402 Wastewater Discharge Permit for Davie Ditch

At least 14 days before start of onsite construction work

I COR 1

electronic electronic

01 57 30-2 Water Pollution Control

Spill Prevention Control and Countermeasure Plan (SPCC) for Davie Ditch

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

I COR 1

electronic electronic

01 57 30-3 Water Pollution Control

Notice of Intent (NOI) and Storm Water Discharge Permit Associated with a Construction Site – Davie Ditch

Within 2 days after time of signature

I COR 1

electronic electronic

01 57 30-4 Water Pollution Control

Monitoring Results – Davie Ditch (when applicable)

Within 2 days after each monitoring

I COR 1

electronic electronic

01 57 90-1 Preservation of Historical and Archeological Data

Maps showing locations of alternate staging areas, off-site borrow areas

Submitted and approved at least 45 days prior to use of staging areas, and off-site borrow areas not from commercial sources

A COR 1

electronic electronic

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

A COR 1

electronic electronic

01 71 20-2 Surveying Accuracy Check Results for Davie Ditch

At least 14 days before beginning construction activities

A COR 1

electronic electronic

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of waste disposal I COR 1 electronic

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

Respon-sible code

No. of sets to be sent to: *

CO COR

01 74 00-2 Cleaning and Waste Management

Environmental Consultant Resume (when applicable)

At least 21 days before beginning environmental assessment

A COR 1

electronic electronic

01 74 00-3 Cleaning and Waste Management

Environmental Site Assessment (when applicable)

Within 14 days of completion of work

I COR 1

electronic electronic

01 78 30-1 Project Record Documents

Final As-Built Drawings for Davie Ditch

Within 14 days of completion of work

A COR 1

electronic electronic

03 20 00-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 14 days before fabricating reinforcing bars

I COR 1

electronic electronic

03 20 30-1 Grouted Anchor Bars

Approval Data At least 14 days before using grout

I COR 1

electronic electronic

03 20 30-2 Grouted Anchor Bars

Instructions At least 14 days before using grout

I COR 1

electronic electronic

03 30 00-1 Cast-In-Place Concrete

Approval Data for Each Concrete Mix and Supplier

At least 14 days before placing concrete

I COR 1

electronic electronic

03 30 00-2 Cast-In-Place Concrete

Concrete Repair Methods

At least 14 days before placing concrete

I COR 1

electronic electronic

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 1

electronic electronic

31 35 00-1 Erosion Protection

Approval Data for Geocell Manufacturer’s Product Data

At least 14 days before placing geocell

A COR 1

electronic electronic

31 35 00-2 Erosion Protection

Approval Data for Geotextile Manufacturer’s Product Data

At least 14 days before placing geotextile

A COR 1

electronic electronic

32 92 20-1 Seeding and Soil Supplements

Seeding Plan for Davie Ditch

At least 14 days before seeding A COR 1 electronic electronic

32 92 20-2 Seeding and Soil Supplements

Certifications for Davie Ditch

At least 14 days before furnishing seed

A COR 1

electronic electronic

33 11 10-1 Pipeline General Requirements

Installation Plan At least 14 days before procuring pipe

I COR 1

electronic electronic

*33 11 16-1 PVC Pressure Pipe

Approval Data At least 14 days before procuring PVC pipe

I COR 1

electronic electronic

*33 11 16-2 PVC Pressure Pipe

Saddle taps At least 14 days before procuring fittings

I COR 1

electronic

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

Submittals required

Respon-sible code

No. of sets to be sent to: *

CO COR

*33 11 18-1 HDPE

Pressure Pipe

Shop Drawings At least 14 days before procuring HDPE pipe fittings

I COR 1

electronic electronic

*33 11 18-2 HDPE

Pressure Pipe

Pipe manufacturer’s certifications

At least 14 days before procuring HDPE pipe

I COR 1

electronic electronic

*33 11 18-3 HDPE

Pressure Pipe

Pipe Fusion Procedures

At least 14 days before beginning fusion welding HDPE pipe

A COR 1

electronic electronic

*33 11 18-4 HDPE

Pressure Pipe

Daily Fusion Data Logger Record

End of shift for pipe fusion welding crew

A COR 0 1

electronic

*33 11 18-5 HDPE

Pressure Pipe

Project Fusion Data Logger Record

Within 14 days of completing all pipe fusions

A COR 1

electronic electronic

*33 44 20-1 Polypropylene Profile Wall Pipe

Pipe manufacturer’s certifications

At least 14 days before procuring PE Profile wall pipe

I COR 1

electronic electronic

*33 44 20-2 Polypropylene Profile Wall Pipe

Pipe Fitting manufacturer’s certifications

At least 14 days before procuring PE Profile wall pipe

I COR 1

electronic electronic

*33 44 20-3 Polypropylene Profile Wall Pipe

Pipe manufacturer’s Pipeline Lay drawings

At least 14 days before procuring PE Profile wall pipe

I COR 1

electronic electronic

35 22 10-1 Hydraulic Gates

Approval data for Canal Gates

At least 14 days before procuring gate

A COR 1

electronic electronic

35 22 10-2 Hydraulic Gates

Final data for Canal Gates

At least 14 days after procuring gate

A COR 1

electronic electronic

* Denotes submittals that are only required if pipe type is selected by for the project.

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 Schedules 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

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 Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-2009 Reclamation Safety and Health Standards, including revisions posted at http://www.usbr.gov/ssle/safety/RSHS/rshs.

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. Prepared in accordance with RSHS Section 3 and RSHS Appendix B.

2. Job specific. Generic company safety program will not be accepted.

3. Comprehensive, detailed information on safe work practices, training, engineering controls and personal protective equipment that will be used for this job.

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 paragraph 3.8 of RSHS.

1.04 QUALIFICATIONS

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

http://www.usbr.gov/ssle/safety/RSHS/rshs.html

01 35 20 - 2

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. Onsite work, including mobilization, shall not begin until the COR has reviewed the Safety Program and replied that the Safety Program is adequate for proceeding with onsite work.

B. Comply with the clause at FAR 52.236-13 - Accident Prevention, the clause at WBR 1452.223-81- Safety and Health, RSHS, local safety programs, referenced safety and health standards, and Safety Program.

1. In the event there is a conflict between requirements contained in these documents, the more stringent requirement shall prevail.

1.07 MEDICAL SERVICES AND FIRST AID

A. Provide medical services and first aid in accordance with RSHS Section 5.

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.

01 35 20 - 3

C. Ambulance service:

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

5.4.

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

01 35 20 - 4

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 Schedules 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 http://www.gpo.gov/fdsys/search/home.action

B. Bureau of Reclamation Documents:

1. Reclamation Safety and Health Standards (RSHS) may be downloaded at www.usbr.gov/ssle/safety/RSHS/rshs.html.

a. Hard copies of RSHS, stock number 024-003-00204-6, may be purchased from The Superintendent of Documents at the U.S. Government Printing Office (GPO), phone number 202-512-1800. Hard copies of RSHS are subject to revisions posted on the site shown above.

1) GPO online bookstore:

http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber= 024-003-00204-6.

http://www.gpo.gov/fdsys/search/home.action http://www.usbr.gov/ssle/safety/RSHS/rshs.html http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6

01 42 10 - 2

2. Bureau of Reclamation Standard Specifications are designated with an M-number. Copies of individual standards may be obtained from Bureau of Reclamation, Attn: 86-68510, P.O. Box 25007, Denver CO 80225-0007. Specify standard(s) needed when requesting a copy.

3. Bureau of Reclamation manuals and other publications including significant scientific, technical, and engineering works are available from the National Technical Information Service (NTIS). Information regarding availability and pricing may be obtained by contacting NTIS at the following address:

United States Department of Commerce National Technical Information Service 5285 Port Royal Road Springfield, VA 22161 Telephone: 703-487-4650 or 1-800-553-6847

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

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

703-548-3118 http://www.aashto.org/ https://www.concrete.org/home.aspx http://www.agc.org/

01 42 10 - 3

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

Acronym Name and Address Telephone

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

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 http://www.aisc.org/ http://www.ansi.org/ http://www.apawood.org/ http://www.asme.org/ http://www.astm.org/ http://www.amweld.org/ http://www.icri.org/ http://www.ieee.org/ http://www.nace.org/

01 42 10 - 4

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

Acronym Name and Address Telephone

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

SSPC SSPC: The Society for Protective Coatings 40 24th Street, 6th Floor Pittsburgh, PA 15222-4656 www.sspc.org

800-837-8303 412-281-2331

TIA/EIA

Telecommunications Industry Association/Electronic Industries Alliance 2500 Wilson Boulevard, Suite 300 Arlington, VA 22201 www.tiaonline.org

703-907-7700

UL Underwriters Laboratories, Inc.

333 Pfingsten Road Northbrook, IL 60062-2096 www.ul.com

847-272-8800

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

http://www.nema.org/ http://www.netaworld.org/ http://www.sspc.org/ http://www.ul.com/

Quality Procedures

01 46 00 - 1

SECTION 01 46 00

QUALITY PROCEDURES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. Government Contract Quality Assurance: (from FAR 46.101) Various functions, including inspection, performed by the Government to determine whether a contractor has fulfilled the contract obligations pertaining to quality and quantity.

B. Contractor Quality Assurance / Quality Control (QA/QC): Activities performed by the Contractor to ensure work conforms to contract requirements.

1. The clause at FAR 52.246-12 - Inspection of Construction, requires the

Contractor to establish an inspection system to ensure quality.

2. Contractor QA/QC includes activities in addition to specified Contractor Quality

Testing to ensure work conforms to contract requirements.

C. Contractor Quality Testing: Specified tests shall be performed by the Contractor.

1. The Government will evaluate results of these tests when determining acceptability of work.

2. The Contractor may use the test results as part of Contractor QA/QC.

a. The Government anticipates that these tests will be part of the Contractor’s QA/QC program, however the tests do not relieve the Contractor of maintaining adequate quality system in accordance with the clause at FAR 52.246-12 - Inspection of Construction.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Quality Procedures

01 46 00 - 2

Temporary Utilities

01 51 00 - 1

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-12 National Electrical Safety Code (NESC)

1.03 TEMPORARY ELECTRICITY

A. Provide electric power required for construction.

B. Provide generators, transmission lines, distribution circuits, transformers, and other electrical equipment and facilities required for obtaining and distributing power to points of use.

C. Comply with IEEE C2 clearances and spacing for temporary communications and supply lines.

1.04 TEMPORARY WATER

A. Provide water required for construction purposes.

B. Use water which meets specified requirements for water used in concrete, grouting, and other permanent work.

C. Provide means of conveying water to points of use.

1.05 SANITARY FACILITIES

A. Contractor shall provide sanitary facilities.

PART 2 PRODUCTS

Temporary Utilities

01 51 00 - 2

PART 3 EXECUTION

3.01 REMOVAL

A. Remove temporary equipment and facilities upon completion of work under this contract.

Vehicular Access and Parking

01 55 00 - 1

SECTION 01 55 00

VEHICULAR ACCESS AND PARKING

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REGULATORY REQUIREMENTS

A. Meet requirements established by jurisdictional authority for use of existing roadways and haul routes; including seasonal or other limitations or restrictions, payment of excess size and weight fees, and posting of bonds conditioned upon repair of damage.

B. Comply with applicable regulations for haul routes over public highways, roads, or bridges.

1.03 SITE CONDITIONS

A. Rights-of-way for access to work from existing roads will be established by Government.

1. In accordance with clause at FAR 52.236-10, Operations and Storage Areas, use only established roadways, parking areas, and haul routes; or temporary roadways, parking areas, or haul routes constructed by Contractor when and as authorized by CO.

2. Subject to clause at FAR 52.249-10, Default (Fixed-Price Construction), unavailability of transportation facilities or limitations thereon shall not become a basis for claims for damages or extension of time for completion of work.

B. The project access road is on…