Attachment_3_REVISED_Specifications.pdf

Navajo-Gallup Water Supply Project San Juan Lateral – Block 9-11 Solicitation No.

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION/SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 31 19 Project Management and Coordination 01 31 30 Contract Document Management System 01 32 10 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 22 First Aid 01 35 30 Contractor's Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 10 Cross Drainage 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 40 Pesticides 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 57 90 Preservation of Historical and Archeological Data 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 – EXISTING CONDITIONS

02 82 20 Removal and Disposal of Asbestos Containing Materials

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete

00 01 10 - 2

03 48 10 Pre-Cast Concrete Manholes 03 63 00 Epoxy Grout

DIVISION 05 - METALS

05 50 00 Metal Fabrications

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 20 Spray-On Insulation 07 21 60 Insulation Jacket

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 10 - SPECIALTIES

10 14 26 Utility Markers

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

23 33 13 Draft Control Damper

DIVISION 26 - ELECTRICAL

26 42 10 Cathodic Protection and Corrosion Monitoring Systems

DIVISION 31 - EARTHWORK

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

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 91 60 Erosion Control Blanket 32 92 20 Seeding

00 01 10 - 3

DIVISION 33 - UTILITIES

33 05 21 Bored Utility and Road Crossings 33 05 23 Maintained and Un-Maintained Road Crossings 33 11 10 Pipeline General Requirements 33 11 12 Steel Line Pipe 33 11 13 Ductile Iron Pipe 33 11 16 PVC Pressure Pipe 33 11 18 HDPE Pressure Pipe 33 11 19 Fiberglass Pipe 33 21 95 Metal Piping for Line Pipe Installations 33 22 15 Valves and Equipment

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 42 35 Bank Protection

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Crossing Agreements 51 00 20 Surveys

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 SECTION

00 01 10 - 4

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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 Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal-inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.03 DEFINITIONS

A. Days: Calendar days.

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

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

2. I - Informational:

a. Government will acknowledge receipt of Informational submittals.

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

c. Informational Submittals: Considered “shop drawings” within terms of the clause at FAR 52.236-21 - Specifications and Drawings for Construction, except that approval by 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 and title, and RSN.

3. Measurement units: US Customary Units.

a. Provide a unique transmittal number for each submittal.

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. Print 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. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AutoCAD, Version 2015 or later.

3) Compile using “eTransmit” utility in AutoCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Drawings designated as “Government Format” in specifications:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Title block and sheet format:

1) As shown on standard drawing 40-D-7102.

2) Government will provide template.

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

01 33 00 - 3

6. Final drawings:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

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

Indicate changes by clouding.

7. Electronic Files: On CD or DVD discs.

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.

a. Not required for non-design work.

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Searchable Adobe pdf on CD or DVD discs.

1) Bookmark longer files to assist in navigating file.

2) Electronic files may be submitted as separate parts of a manual.

After each separate electronic file is approved, compile each approved electronic file to assemble an entire manual which shall be consistent with a single final manual submittal.

2. Contents:

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

b. Schematics and wiring diagrams.

01 33 00 - 4

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

d. As-built drawings, photographs, and test records or reports by specifications.

G. Photographs:

1. Include negatives, or digital files on CD or DVD in .jpeg or similar format.

1.05 SUBMITTALS PROCEDURES

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

B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes listed items for RSNs with multiple parts.

C. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of Submittals.

1. Submittals identified with “CDMS” in “Sets to be sent” column shall be submitted electronically in accordance with Section 01 31 30 - Contract Document Management System.

D. 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.

E. 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 28 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

01 33 00 - 5

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

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

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

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

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

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

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

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

a. Approval was required under 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.

5. Government will review a submittal and the first resubmittal at no charge.

a. Review of subsequent submittals for the same RSN will be at Contractor’s expense.

b. At the sole discretion of CO, a non-refundable amount equal to the review charges will be deducted from contract price.

c. Currently, charges vary between $74 and $116 per hour, depending upon complexity of submittal and level of expertise required to perform review.

C. Return of Submittals:

1. Return of submittals will be by CDMS response or hard copy, as applicable.

2. Action Submittals: 1 set of submittals required for action will be returned either approved, partially approved, approved subject to identified changes and resubmit, or not approved.

01 33 00 - 6

a. Revise and resubmit submittals not approved.

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

3. Informational Submittals: Government will acknowledge Informational submittals.

a. Informational submittals will not be returned when they comply with specifications.

b. Informational submittals that do not comply with specifications may be returned for resubmittal or additional information may be requested.

c. Informational submittals that affect the critical path shown on the baseline schedule may be returned for resubmittal or additional information may be requested.

1.07 HARD COPY OF TRANSMITTALS

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

1. Contracting Officer, Bureau of Reclamation, Attn: UC-840, 125 South State St, Room 6107, Salt Lake City, UT 84138-1147.

2. Construction Engineer, Bureau of Reclamation, 1235 La Plata Hwy, Farmington, New Mexico, 87401.

3. Technical Service Center, Bureau of Reclamation, Attn: 86-68170, PO Box 25007, Denver CO 80225-0007; Express Mail Sixth and Kipling, Building 67, Room 152.

B. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A - List of Submittals.

1. Responsible codes starting with “86-6” are located in the Technical Service Center. Send these submittals to the TSC address shown above.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code, but show “Sets to be sent” in Table 01 33 00A - List of Submittals.

D. When “Sets to be sent” is 0, send a copy of transmittal letter to that office.

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

1. Submit in accordance with this section.

2. Submit to CE unless otherwise specified.

01 33 00 - 7

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

01 33 00 - 8

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

I-1 Safety and Health (WBR 1452223-81)

Safety program Submitted and accepted before commencing onsite work See section 3 of

RSHS

A CE CDMS

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

At least 28 days before use of Federal land

A CE CDMS

01 31 19-1 Project Management and Coordination

Written Summary Monthly once on-site construction begins

I CE CDMS

01 31 19-2 Project Management and Coordination

Off ROW Land Use Coordination

At least 6 months prior to use of land

I CE CDMS

01 31 30-1 Contract Document Management System

Approval Data 7 days of after Award

A TSC

86-68510

0 1 1

01 31 30-2 Contract Document Management System

Final Data Within 14 days of completion of work

A CE 0 2 2

01 32 10-1 Construction Program

Representative Information

Within 7 days after receipt of Notice of Award

I CE CDMS

01 32 10-2 Construction Program

Baseline Schedule

Within 21 days after receipt of Notice to Proceed

A TSC

86-68510

CDMS

01 32 10-3 Construction Program

Updated Schedule Reports

Monthly or with Progress Payments

A TSC

86-68510

CDMS

01 33 00 - 9

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

01 32 10-4 Construction Program

Time Impact Analysis

Within 28 days after CO directs a contract change, with any proposal for a future modification, with any value engineering proposal, or with any request or claim for an equitable adjustment to the contract

A TSC

86-68510

CDMS

01 35 10-1 Safety Data Sheets

Complete LHM and SDS

At least 14 days before jobsite delivery of hazardous material

I CE CDMS

01 35 10-2 Safety Data Sheets

Updated LHM and SDS

At least 14 days before jobsite delivery of hazardous material not previously listed

I CE CDMS

01 35 20-1 Safety and Health

Emergency Action Plans Written Program and Training Records

At least 30 days before beginning onsite work

A CE CDMS

01 35 20-2 Safety and Health

Job Hazard Analyses (JHA)

At least 30 days before beginning onsite work

A CE CDMS

01 35 20-3 Safety and Health

Exposer Assessment Form

At least 30 days before beginning onsite work

A CE CDMS

01 33 00 - 10

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

01 35 20-4 Safety and Health

Monthly Accident Summary Report

First day of each month. See paragraph 3.8 of

RSHS.

A CE CDMS

01 35 20-5 Safety and Health

Respirator User Documentation

At least 30 days before beginning onsite work

A CE CDMS

01 35 20-6 Safety and Health

General Requirements for Hoisting Equipment

At least 30 days before beginning onsite work

A CE CDMS

01 35 20-7 Safety and Health

Other Training Certificates, as applicable

At least 30 days before beginning onsite work

A CE CDMS

01 35 22-1 First-Aid Medical Facilities Plan

At least 28 days before beginning on-site construction

A CE CDMS

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resume At least 28 days before beginning on-site construction

A CE CDMS

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Once each week I CE CDMS

01 46 00-1 Quality Procedures

Contractor Quality control Plan (QC)

At least 28 days before beginning on site work

A CE CDMS

01 46 00-2 Quality Procedures

Contractor’s Daily Report

No later than the end of the following work day

A CE CDMS

01 46 00-3 Quality Procedures

Quality Control Supervisor (QCS) Resume

At least 28 days before beginning on site work

01 33 00 - 11

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

01 46 00-4 Quality Procedures

Contractor’s Quality Testing Plan

At least 28 days before beginning on site work.

A CE CDMS

01 46 00-5 Quality Procedures

Summary of Monthly Test Results

Monthly A CE CDMS

01 46 20-1 Testing Agency Services

Testing Agency Services Plan

At least 42 days before testing is required

A CE CDMS

01 55 00-1 Vehicular Access and Parking

Pre-Construction Digital Recording

At least 21 days before beginning onsite work

A CE CDMS

01 55 00-2 Vehicular Access and Parking

Post Construction and Post Repair Digital Recording

At least 21 days before release of final payment

A CE CDMS

01 55 20-1 Traffic Control Traffic Control Plan and Permit Applications

At least 70 days before affecting public traffic

A CE CDMS

01 55 20-2 Traffic Control Permits At least 14 days before affecting public traffic

I CE CDMS

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 28 days before start of onsite construction work

A CE CDMS

01 56 15-1 Protection of Existing Utilities

Utility Owner Acknowledgment

At least 28 days before start of onsite construction work

A CE CDMS

01 56 15-2 Protection of Existing Utilities

Utility Crossing Investigation

At least 28 days prior to submittal 33 11 10-2 Pipe Laying Diagrams

I CE CDMS

01 33 00 - 12

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

01 56 15-3 Protection of Existing Utilities

Work Plan within Utility Easement

At least 28 days before start of onsite construction work

A CE CDMS

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 14 days before beginning on-site work

I CE CDMS

01 57 30-1 Water Pollution Control

Updated Stormwater Pollution Prevention Plan

(SWPPP)

At least 28 days before start of onsite construction work

A CE CDMS

01 57 30-2 Water Pollution Control

Spill Prevention Control and Countermeasure (SPCC) Plan

At least 28 days before delivery or storage of oil

A CE CDMS

01 57 40-1 Pesticides Pesticide Use Plan

At least 28 days before start of onsite construction work

A CE CDMS

01 57 50-1 Tree and Plant Protection

Protection Plan At least 28 days before beginning on-site work

A CE CDMS

01 57 90-1 Preservation of Historical and Archeological Data

Alternate Use Area or Borrow Area

At least 6 months prior to use of land

A CE CDMS

01 71 20-1 Surveying Surveying Plan At least 28 days before beginning survey work

01 33 00 - 13

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

01 71 20-2 Surveying Resume At least 28 days before beginning survey work; At least 28 days before personnel change

A CE CDMS

01 71 20-3 Surveying Accuracy Check Results

At least 28 days before beginning survey work

I CE CDMS

01 71 20-4 Surveying Completed and Reduced Survey Notes

Within 2 days of completing and reducing notes

I CE CDMS

01 71 20-5 Surveying Original Field Survey Books

Weekly I CE CDMS

01 71 20-6 Surveying Quantity Survey Notes and Computations

Accompanying progress payment requests

I CE CDMS

01 71 20-7 Surveying Workday's Survey Notes

At conclusion of workday if requested by Government

I CE CDMS

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

Within 7 days of waste disposal

I CE CDMS

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of hazardous waste disposal

I CE CDMS

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 28 days before beginning environmental assessment

I CE CDMS

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

I CE CDMS

01 78 30-1 A CE CDMS

01 33 00 - 14

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

Project Record Documents

Final As-built Drawings

Within 14 days of completion of work

0 1 1

02 82 20-1 Removal and Disposal of Asbestos Containing Materials

Contractor Qualifications

At least 40 days before asbestos removal starts

I TSC

86-8540

CDMS

02 82 20-2 Removal and Disposal of Asbestos Containing Materials

Asbestos Hazard Abatement Plan

At least 40 days before asbestos removal starts

A TSC

86-8540

CDMS

02 82 20-3 Removal and Disposal of Asbestos Containing Materials

Emission Monitoring Results

Within 2 days after tests completed

I TSC

86-8540

CDMS

02 82 20-4 Removal and Disposal of Asbestos Containing Materials

Hazardous Waste Manifest

Within 15 days after disposal

I TSC

86-8540

CDMS

03 30 00-1 Cast-in-Place Concrete

Approval Data At least 28 days before start of onsite construction work

A TSC

86-8530

CDMS

03 30 00-2 Cast-in-Place Concrete

Concrete Placement Schedule

At least 20 days before start of concrete placement

A CE CDMS

03 30 00-3 Cast-in-Place Concrete

Certifications At least 28 days before start of onsite construction

01 33 00 - 15

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

03 30 00-4 Cast-in-Place Concrete

Cementitious Materials Certification and Test Reports

At least 28 days before start of onsite construction work

A TSC

86-8530

CDMS

03 30 00-5 Cast-in-Place Concrete

Test Reports Within 2 hours of test results

A CE CDMS

03 30 20-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 28 days before start of onsite construction work

A CE CDMS

03 48 10-1 Precast Concrete Manholes

Approval Data At least 28 days before start of onsite construction work

A TSC

86-8530

CDMS

03 63 00-1 Epoxy Grout Approval Data At least 28 days before start of onsite construction work

A TSC

86-8530

CDMS

07 21 20-1 Spray-On Insulation

Approval Data At least 28 days before start of onsite construction work

A CE CDMS

07 21 60-1 Insulation Jacket

Approval Data At least 28 days before start of onsite construction work

A CE CDMS

07 21 60-2 Insulation Jacket

Instructions At least 28 days before start of onsite construction

01 33 00 - 16

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

09 96 20-1 Coatings Approval Data At least 28 days before start of onsite construction work

A TSC

86-8540

CDMS

09 96 20-2 Coatings Final Approval Data

Within 28 days of final testing

A TSC

86-8540

CDMS

09 96 20-3 Coatings Paint Chip Samples

At least 28 days before start of onsite construction work

A CE CDMS

09 96 20-4 Coatings Qualifications At least 28 days before start of onsite construction work

A TSC

86-8540

CDMS

09 96 20-5 Coatings Quality Control Plan

At least 28 days before start of onsite construction work

A TSC

86-8540

CDMS

09 96 20-6 Coatings Contractor Quality Testing Report

Within 28 days of all coatings being applied

A TSC

86-8540

CDMS

10 14 26-1 Utility Markers

Utility Marker Plan

At least 28 days before start of onsite construction work

A CE CDMS

23 33 13-1 Draft Control Damper

Approval Data At least 28 days before start of onsite construction work

A CE CDMS

23 33 13-2 Draft Control Damper

Final Data Within 28 days of final testing

01 33 00 - 17

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

26 42 10-1 Cathodic Protection and Corrosion Monitoring System

Certification and Data

At least 40 days before procuring materials

A TSC 86-

68540

CDMS

26 42 10-2 Cathodic Protection and Corrosion Monitoring System

Interference Mitigation Method

At least 28 days before start of onsite construction work

A TSC 86-

68540

CDMS

26 42 10-3 Cathodic Protection and Corrosion Monitoring System

Final Data Within 28 days of final testing

A TSC

86-8540

CDMS

31 02 10-1 Water for Dust Abatement

Meter Calibration At least 28 days before start of onsite construction work

A CE CDMS

31 02 30-1 Dust Palliative Proposed Application Area for Dust Palliative

At least 28 days before start of onsite construction work

A CE CDMS

31 03 33-1 Removal of Water from Excavation

Removal of Water Plan

At least 28 days before start of onsite construction work

A CE CDMS

31 23 02-1 Compacting Earth Materials

Test Results Within 28 days of testing

A CE CDMS

31 23 22-1 Pipe Trench Earthwork

Cultural Site Trench Box Design

At least 28 days before start of onsite construction

01 33 00 - 18

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

31 23 70-1 Controlled Low Strength Material

(CLSM)

Approval Data for CLSM Produced Without Native Soil

At least 28 days before start of onsite construction work

A TSC

86-8530

CDMS

31 23 70-2 Controlled Low Strength Material

(CLSM)

Approval Data for CLSM Produced with Native Soil

At least 28 days before start of onsite construction work

A TSC

86-8530

CDMS

31 23 70-3 Controlled Low Strength Material

(CLSM)

Quality Control Test Results

Within 28 days of testing

A CE CDMS

31 31 30-1 Soil-Supplied Herbicide

Use Plan At least 28 days before start of onsite construction work

A CE CDMS

31 31 30-2 Soil-Supplied Herbicide

Applier Certification

At least 28 days before start of onsite construction work

A CE CDMS

32 15 10-1 Gravel Surfacing

Gravel Certification

At least 28 days before start of onsite construction work

A CE CDMS

32 15 10-2 Gravel Surfacing

Geofabric Installation

At least 28 days before start of onsite construction work

A CE CDMS

32 15 10-3 Gravel Surfacing

Geofabric Certification

At least 28 days before start of onsite construction

01 33 00 - 19

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

32 91 60-1 Erosion Control Blanket

Manufacturer’s Information

At least 28 days before start of onsite construction work

A CE CDMS

32 91 60-2 Erosion Control Blanket

Installation Plan At least 28 days before start of onsite construction work

A CE CDMS

32 92 20-1 Seeding Seeding Plan At least 28 days before seeding

A CE CDMS

32 92 20-2 Seeding Certifications At least 28 days before seeding

A CE CDMS

33 05 21-1 Bored Utility and Road Crossings

Placement Plan At least 28 days before beginning on-site work

A CE CDMS

33 05 21-2 Bored Utility and Road Crossings

Material Certification

At least 28 days before beginning on-site work

A CE CDMS

33 05 21-3 Bored Utility and Road Crossings

Copy of Application for Utility Permit

At least 28 days before beginning on-site work

A CE CDMS

33 11 10-1 Pipeline General Requirement

Qualifications At least 28 days before beginning on-site work

A CE CDMS

33 11 10-2 Pipeline General Requirement

Pipelaying Diagrams

At least 28 days before manufacture of pipe

A TSC

86-68140

CDMS

33 11 10-3 Pipeline General Requirement

Filling and Testing Plan

At least 28 days before beginning on-site work

A TSC

86-68140

01 33 00 - 20

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

33 11 10-4 Pipeline General Requirement

Floatation Prevention Plan

At least 28 days before beginning on-site work

A TSC

86-68140

CDMS

33 11 10-5 Pipeline General Requirement

Pipe Deflection Measurements

Within 14 days of completion of backfill

A TSC

86-68140

CDMS

33 11 10-6 Pipeline General Requirements

Connection to Reach 12A

At least 28 days before submittal of pipe laying diagram for end of Reach 11 Section

A TSC

86-68140

CDMS

33 11 12-1 Steel Line Pipe Shop Drawings At least 42 days before manufacture of pipe

A TSC

86-68140

CDMS

33 11 12-2 Steel Line Pipe Ventilation Plan At least 28 days before beginning on-site work

A CE CDMS

33 11 13-1 Ductile Iron Pipe

Shop Drawings At least 42 days before manufacture of pipe

A TSC

86-68140

CDMS

33 11 13-2 Ductile Iron Pipe

Commercial Products

At least 42 days prior to fabrication or procurement

A TSC

86-68140

CDMS

33 11 16-1 PVC Pressure Pipe

Shop Drawings At least 42 days before manufacture of pipe

A TSC

86-68140

CDMS

33 11 16-2 PVC Pressure Pipe

Pipe Manufacture Certification

At least 40 days before procuring materials

01 33 00 - 21

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

33 11 18-1 HDPE

Pressure Pipe

Heat Fusion Joint Operator Qualifications

At least 40 days prior to beginning onsite work

I CE CDMS

33 11 18-2 HDPE

Pressure Pipe

Shop Drawings At least 42 days before manufacture of pipe

A TSC

86-68140

CDMS

33 11 18-3 HDPE

Pressure Pipe

Certification At least 40 days before procuring materials

A CE CDMS

33 11 18-4 HDPE

Pressure Pipe

Fusion Procedures

At least 28 days prior to beginning on-site work

A CE CDMS

33 11 19-1 Fiberglass Pipe Qualification Reports

At least 28 days prior to beginning on-site work

A TSC

86-68140

CDMS

33 11 19-2 Fiberglass Pipe Shop Drawings At least 42 days before manufacture of pipe

A TSC

86-68140

CDMS

33 11 19-3 Fiberglass Pipe Joint Repair Plan At least 28 days before beginning on-site work

A TSC

86-68140

CDMS

33 21 95-1 Metal Piping for Line Pipe Installations

Shop Drawings At least 28 days before beginning on-site work

A TSC

86-68140

CDMS

33 21 95-2 Metal Piping for Line Pipe Installations

Commercial Product Data

At least 28 days before beginning on-site work

A TSC

86-68140

CDMS

33 21 95-3 Metal Piping for Line Pipe Installations

Final Drawings Within 14 days of completion of work

A TSC

86-68140

0 1 1

01 33 00 - 22

Table 01 33 00A - List of Submittals

* Submittal types A - Action, I - Information ** CO indicates Contracting Officer, CE indicates Construction Engineer, TSC indicates Technical Service

Center

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Type

Respon-sible code

No of sets to be sent to **

CO CE TSC

33 22 15-1 Valves and Equipment

Commercial Product Data

At least 28 days before beginning on-site work

A TSC

86-68420

CDMS

33 22 15-2 Valves and Equipment

Service Manuals Within 13 days of completion of work

A CE CDMS

0 5 1

35 42 35-1 Bank Protection

Samples At least 28 days before beginning on-site work

A TSC

86-68240

CDMS

35 42 35-2 Bank Protection

Certifications At least 28 days before beginning on-site work

A CE CDMS

35 42 35-3 Bank Protection

Field Verification of Wash Crossing Elevations

At least 28 days prior to submittal 33 11 10-2 Pipe Laying Diagrams

A TSC

86-68240

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 Price Schedule for other items of work.

a. Except:

1) Water for testing and filling.

2) Water for dust abatement.

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-17 National Electrical Safety Code (NESC)

1.03 TEMPORARY ELECTRICITY

A. Provide all electric power required for construction, testing and commissioning through contract completion and acceptance by Government.

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

C. Contractor is responsible for making all arrangements and payments to the Utility Companies for all temporary electricity required for construction, testing and commissioning through contract completion and acceptance by Government.

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

E. Potential Sources:

1. Depending on availability the following entities may have electricity:

a. Navajo Tribal Utility Authority (NTUA)

1) Contact:

Navajo Tribal Utility Authority P.O. Box 1749 Shiprock, NM 87420 Telephone: 800-528-5011 www.ntua.com http://www.ntua.com/

01 51 00 - 2

b. Continental Divide Electric Cooperative, Inc.

1) Contact:

Continental Divide Electric Cooperative, Inc.

2500 NM Highway 602 Gallup, NM 87305 Telephone: 505-863-3641 Fax: 505-863-2175 www.cdec.coop/

1.04 TEMPORARY WATER

A. Provide water required for construction purposes.

B. Potential Sources:

1. Depending on availability the following entities may have potable water:

2. Contact for access, metering, and billing arrangements.

a. The City of Gallup:

1) Contact:

Gallup Joint Utilities P.O. Box 1270 Gallup, NM 87305 Telephone: 505-863-1289 www.gallupnm.gov

2) Potable water for cleaning, and filling and testing may only be available from November 30 to March 1.

b. Navajo Nation Water Code Administration (NNWCA) may have non-potable construction water.

1) Contact:

Navajo Nation Water Code Administration P.O. Box 678 Fort Defiance, AZ 86504 Attn: Melvin Badonie Telephone: 928-729-4132 Fax: 928-729-4421 www.watercode.navajo-nsn.gov

C. Arrange, pay and transport water for use during construction.

D. Use water which meets specified requirements for water used in concrete, soil-cement, masonry, and grouting., and other permanent work.

E. Furnish means of conveying water to points of use.

http://www.cdec.coop/ http://www.gallupnm.gov/ http://www.watercode.navajo-nsn.gov/

01 51 00 - 3

1.05 SANITARY FACILITIES

A. Provide sanitary facilities.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 REMOVAL

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

01 51 00 - 4

Protection of Existing Utilities

01 56 15 - 1

SECTION 01 56 15

PROTECTION OF EXISTING UTILITIES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Utility Crossing Investigation:

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

B. Cost:

1. Include Utility Owner Acknowledgments offered in Price Schedules for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

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

B. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-17 National Electrical Safety Code (NESC)

1.03 SUBMITTALS

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

B. RSN 01 56 15-1, Utility Owner Acknowledgment:

1. Copy of notification acknowledgement showing underground and overhead utility agreements.

C. RSN 01 56 15-2, Utility Crossing Investigation:

1. As listed under “Project Conditions” in this section.

D. RSN 01 56 15-3, Work Plan within Utility Easement:

1. Proposed installation method including construction equipment.

2. Methods for protecting.

3. Approval of work plan from Utility owner.

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

01 56 15 - 2

1.04 PROJECT CONDITIONS

A. Drawings included in these specifications show existing utilities, but may not show all utilities existing at the jobsite.

B. Obtain location of buried conduit, pipe, cable, ground mat, and other buried items before submitting pipe laying diagrams.

C. Unknown existing utility lines may cross pipeline alignment.

D. Government does not represent that location of known existing utilities shown on drawings are exact. It is Contractor’s responsibility to determine actual location of and make provision for all known and unknown utilities:

1. Verify locations, depths and clearances of both above and below ground utilities prior to excavation.

E. Ensure that each utility line is in service as required by each utility owner.

F. Coordinate work within existing pipeline and transmission line Right-of-Way with all utility owners. Contractor’s shall comply with all Utility owner crossing requirements and shall be responsible for all costs associated with utility crossings. Obtain permission from Utility owners before procuring materials to be installed in Right-of-Way.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 GENERAL

A. Have New Mexico One Call 811 locate utilities before doing underground work.

B. Navajo Tribal Utility Authority (NTUA) is not part of New Mexico One Call:

1. Have NTUA locate utilities before doing underground work. Contact Information:

Navajo Tribal Utility Authority P.O. Box 170 Fort Defiance, AZ 86504 Telephone: 928-729-5721

C. Utility Crossing Investigation:

1. Determine height and voltage of overhead utility lines. Clearances in accordance with RSHS and OSHA, whichever is more stringent.

01 56 15 - 3

2. Determine location, elevations, diameters, and materials of each underground utility line by hydro-excavation or vacuum excavation or as approved by utility owners.

Test pits may be used when approved by COR:

a. Submit to COR before beginning preparation of pipelaying diagrams required by Section 33 11 10 - Pipeline General Requirements and excavation work.

b. COR will determine if adjustment of pipeline grade and design is required and provide Contractor with revised drawings.

3. Obtain permission from utility or gasline owner before performing physical utility crossing investigation (potholing or test pits).

D. Coordinate with each utility line owner and schedule construction to adhere to each owner’s in service, allowable out of service, and crossing requirements during construction.

See Section 51 00 00 – Information Available to Offerors for crossing agreements.

E. Notify impacted property owner at least 2 working days before disturbing waterline that serves their property. Water service to property shall not be shut off for more than 8-hours.

F. No excavation will be permitted within 10-feet of gas lines when in service without written approval from Gas Company. No construction activities, including excavation, will be permitted within 25 feet of gas lines unless a Company representative is on-site to monitor all construction activities.

G. Protect and support existing utilities that intersect work area. Before commencing work, obtain approval and necessary permits from utility owners within project ROW.

H. Repair existing utilities damaged during construction as approved by COR and utility owner.

3.02 CLEARANCE

A. Obtain clearances required for construction operations: Contractor shall provide in accordance with RSHS.

3.03 INTERFERENCE WITH OPERATION OR MAINTENANCE

A. Do not interfere with operation or maintenance service on utilities, existing on date offers are received:

1. Provide for access to utilities in a manner satisfactory to owners and operators and Government.

B. Provide required temporary structures; make necessary repairs, replacements, or similar operations; and furnish indemnity or other bonds.

01 56 15 - 4

Preservation of Historical and Archeological Data

01 57 90 - 1

SECTION 01 57 90

PRESERVATION OF HISTORICAL AND ARCHEOLOGICAL DATA

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Except as provided for an equitable adjustment, include in prices offered in Price Schedules for other items of work.

1.02 DEFINITIONS

A. Cultural resources: Includes prehistoric, historic, architectural, and traditional cultural properties. These include, but are not limited to, human skeletal remains, archaeological artifacts, records, and material remains related to such property.

B. Cultural items: Native American cultural items (i.e., funerary objects, sacred objects, objects of cultural patrimony, or human remains) for which protection is prescribed under the Native American Graves Protection and Repatriation Act (NAGPRA) - Public Law 101-601; 104 Stat. 3042, Section 3(d); and 43 CFR Part 10.4.

C. Human remains: Physical remains of the body of a person.

D. Funerary objects: Native American items that, as part of the death rite or ceremony of a culture, are reasonably believed to have been placed intentionally at the time of death or later with or near individual human remains.

E. Native American: Of, or relating to, a tribe, people, or culture that is indigenous to the United States.

F. Sacred Objects: Native American items that are specific ceremonial objects needed by traditional Native American religious leaders for the practice of traditional Native American religions by their present-day adherents. These items are specifically limited to objects that were devoted to a traditional Native American religious ceremony or ritual and which have religious significance or function in continued observance or renewal of such ceremony.

G. Objects of cultural patrimony: Native American items having ongoing historical, traditional, or cultural importance central to the Indian tribe itself, rather than property owned by an individual tribal member. These objects are of such central importance that they may not be alienated, appropriated, or conveyed by any individual tribal member.

1.03 SUBMITTALS

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

01 57 90 - 2

B. RSN 01 57 90-1, Alternate Use Area or Borrow Area:

1. When use area or borrow area other than those approved is to be used, submit map showing location of unapproved use or borrow areas, for approval.

1.04 PROJECT CONDITIONS

A. Project site has been surveyed for construction within ROW by agencies having jurisdiction: Navajo Nation Historical Preservation Department (NNHPD), State Historical Preservation Office (SHPO) and Bureau of Indian Affairs (BIA).

B. Government will retain an Archeologist to monitor ground disturbing activity work within 100-foot, each side of known cultural sites:

1. Coordinate work with COR and Government Archeologist.

C. On-site Contractor personnel shall undergo cultural resource awareness training:

1. Government will provide training. Training will take approximately 1-hour.

Schedule for training will be mutually agreed upon.

2. Inform on-site personnel of cultural resource requirements before initial groundbreaking takes place.

3. On-site personnel added after completion of cultural awareness training shall be informed by their management of cultural resource requirements before being allowed to work in project area.

4. Maintain training records.

D. Federal legislation provides for protection, preservation, and collection of scientific, prehistorical, historical, and archeological data, including relics and specimens, which might otherwise be lost due to alteration of terrain as a result of any Federal construction project.

E. Persons who, without permission, injure, destroy, excavate, appropriate, or remove historical or prehistorical artifact, object of antiquity, or archeological resource on public lands of the United States are subject to arrest and penalty of law.

F. Comply with Federal, State and Tribal laws when operating on non-Federal and non- Indian lands.

G. Attend weekly coordination meetings. Refer to Section 01 31 19 - Project Management and Coordination.

H. Discovery of Resources:

1. When Contractor or parties operating or associated with Contractor, in performance of this contract discover cultural resources on ROW:

a. Immediately cease work at that location.

01 57 90 - 3

b. Verbally notify CO and COR within 2-hours, giving location and nature of findings.

c. Verbally notify Reclamation staff archaeologist within 2-hours.

Telephone: 970-385-6500, Durango, Colorado.

d. Follow with written confirmation to CO within 12 hours.

2. Do not disturb or damage cultural resources uncovered during construction activities. Provide cooperation and assistance to preserve findings for removal or other disposition by CO.

3. Do not resume work in area of discovery until receipt of written notice to proceed from CO.

I. Where appropriate by reason of discovery, CO may order delays in time of performance or changes in work, or both. When such delays or changes are ordered, an equitable adjustment will be made in contract in accordance with applicable clauses of contract.

J. Mitigate cultural resources as directed by Government on lands outside of Permanent or Construction ROW, including private lands:

1. Coordinate Government cultural resource identifications and inspections:

a. Obtain permission for Government access in arrangements for use of lands outside of ROW including private lands for use areas or borrow sources, access routes and areas of disturbance.

K. Insert this section in subcontracts which involve performance of work on jobsite terrain.

L. Obtain Government clearance before disturbing lands outside of ROW in accordance with Section 01 14 10 - Use of Site.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 EXCLUSION ZONE

A. Fence exclusion zones to protect cultural resources discovered during construction as directed by COR and in accordance with Section 01 56 32 - Temporary Safety Fence.

01 57 90 - 4

Pipe Trench Earthwork

31 23 22 - 1

SECTION 31 23 22

PIPE TRENCH EARTHWORK

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Price Schedule 1 (Reach 9): Diameter change from 48-inches to 42-inches is assumed at Station 90879+00. Location of diameter change may vary based on pipe material type used and quantities adjusted accordingly.

B. Mobilization of Trench Box:

1. Payment: Applicable lump sum price offered in Price Schedules.

a. For protection of cultural resources.

b. Additional Trench Boxes may be required for areas outside of cultural resources.

c. Box may be needed depending on the cultural resource mitigation work being completed this fall.

C. Use of Trench Box:

1. Measurement: Length of Trench Box.

2. Payment: Applicable linear foot price offered in Price Schedules.

D. Excavation for Pipe Trenches:

1. Measurement: Made to paylines and lengths shown on drawings and trench lengths of common excavated material.

a. Regardless of actual widths, bottoms, and side slopes excavated, measurement will be made to paylines shown on drawings.

b. Measurement for payment for additional excavation will be made to trench widths (Wp) shown on drawings and to depth directed by COR.

c. Measurement for payment will be continuous through pipe fittings.

d. Measurement for payment for excavation for concrete for pipe fittings that is outside the trench excavation paylines will be made to lines and dimensions shown on the drawings or to the neatlines of the concrete.

2. Payment: Cubic yard prices offered in Price Schedules.

a. Includes cost of labor and materials for:

1) Shoring, sheeting, bracing, timbering, safety sloping, and other temporary construction;

2) Pumping and unwatering;

31 23 22 - 2

3) Removing such temporary construction where required;

4) Stockpiling excavated material for backfill;

5) Disposal of unused or wasted excavated materials.

b. No direct payment will be made for excavation of pipe trenches outside paylines shown on drawings.

c. Include cost of excavation for pipe trenches required outside paylines in prices offered in Price Schedules for various sizes and classes of line pipe.

d. Overexcavation performed beyond specified or directed paylines and backfill and compaction of backfill for such overexcavation shall be at expense of Contractor.

e. Where excavation is performed in backfill, no payment will be made for resulting excavation, backfill, and compacting backfill.

E. Rock Excavation for Pipe Trenches:

1. Measurement: Made to paylines shown on drawings and trench lengths of rock material excavated.

a. Regardless of actual widths, bottoms, and side slopes excavated, measurement will be made to paylines shown on drawings and to original ground or rock surface.

b. Measurement for payment for additional excavation will be made to Wp and trench bottom shown on drawings and to depth directed by COR.

c. Measurement for payment will be continuous through pipe fittings.

d. Measurement for payment of excavation for concrete for pipe fittings that is outside trench excavation paylines will be made to lines and dimensions shown on drawings or to neatlines of the concrete.

2. Payment: Cubic yard prices offered in Price Schedules.

a. Includes cost of labor and materials for:

1) Mechanical breaking, shoring, sheeting, bracing, timbering, safety sloping,…