Attachment 1 Specifications 05032021.pdf

SPECIFICATIONS

October 2020

FLORIDA DITCH AND CANAL

LINING PHASE 2, PART 1

Florida Project - Colorado

Volume II

TECHNICAL SPECIFICATIONS

SPECIFICATIONS

October 2020

This page intentionally left blank.

FLORIDA CANAL – FLORIDA PROJECT, COLORADO

FOREWORD

This solicitation involves converting an existing open-channel water conveyance system into a lined canal.

The system is the Florida Canal on the Florida Project located southeast of Durango, Colorado.

This portion includes furnishing and installing approximately 11,700 linear feet of PVC lined canal with a shotcrete cover. The project will also include furnishing and placing concrete for structures, fabrication and installation of miscellaneous metalwork and furnishing and installing canal gates.

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

52.236-27 FOR DATE AND TIME.

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

Florida Consolidated Ditch Company Florida Ditch and Canal Lining Phase 2, Part 1

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES COSTS

FLORIDA CANAL – FLORIDA PROJECT, COLORADO

B.1 PRICE SCHEDULES

(a) Offers will be considered for award on the following Price Schedule.

(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, Payment for Mobilization and Preparatory Work, CLIN 1 of the Schedule.

(e) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE – Florida Canal Lining

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232 -81

Mobilization and Preparatory Work For the lump sum of $

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

3 03 30 00 Concrete for Cutoff Wall For the lump sum of

4 03 30 00 Concrete for Check 1 and Turnout Box 17 yd3 $ $

5 03 30 00 Concrete for Check 2 and Turnout Structure Modifications

12 yd3 $ $

B - 2

PRICE SCHEDULE – Florida Canal Lining

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

6 03 30 00 Concrete for Culvert 1 Modifications 5 yd3 $ $

7 03 30 00 Concrete for Culvert 3 Modifications 5 yd3

8 03 30 00 Concrete for Culvert 4 Modifications 6 yd3

9 03 30 00 Concrete for Culvert 5 Modifications 4 yd3

10 03 37 10 Shotcrete 31,470 yd2

11 05 50 00 Guardrail 96 Lf $

12 05 50 00 Grating Walkway 60 Lf $

13 05 50 00 Pipe Overchutes 6 Each $ $

14 05 50 00 Additional 12-inch Pipe Sections 2 Each $ $

15 05 51 50 Safety Ladders 38 Each $ $

16 31 03 33 Removal and Control of Water For the lump sum of $

17 31 23 11 Earthwork for Canal 11,444 Lf $

18 31 23 11 Canal Underdrain 11,550 Lf $

19 31 23 11 Earthwork for Cast-in-Place Structures For the lump sum of $

20 31 23 11 Excavation of Unsuitable Material 500 yd3

21 31 23 11 Refill Material for Unsuitable Material 500 yd3

22 31 32 32 Geotextile 11,444 Lf

23 32 15 10 Gravel Surfacing 11,458 Lf

24 33 05 22 Horizontal Directional Drilling For the lump sum of

B - 3

PRICE SCHEDULE – Florida Canal Lining

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

25 33 42 30 Corrugated Metal Pipe Drain Inlets 12 Each $

26 33 42 30 Corrugated Metal Pipe Culverts 2 Each

27 35 22 10 10-inch Canal Gates 2 Each $

28 35 47 00 PVC Canal Liner 11,444 Lf $ $

29 35 69 20 Safety Cables with Floats 9 Each $ $

TOTAL FOR PRICE SCHEDULE 1 $_________________

END OF PRICE SCHEDULE

B - 4

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 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 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 50 Tree and Plant Protection 01 57 60 Protected Species 01 57 61 Endangered 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 41 07 Removal of Existing Features

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete 03 37 10 Shotcrete 03 62 20 Nonshrink Grout for Equipment and Metalwork

Table of Contents

00 01 10 - 2

DIVISION 5 - METALS

05 50 00 Metal Fabrications 05 51 50 Safety Ladders for Concrete-Lined Canals

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 Canal, Channel and Structures 31 23 39 Disposal of Excavated Materials 31 23 70 Controlled Low Strength Material (CLSM) 31 32 32 Geotextile

DIVISION 32 - EXTERIOR IMPROVEMENTS

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

DIVISION 33 - UTILITIES

33 05 22 Horizontal Directional Drilling 33 42 30 Corrugated Metal Pipe

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 22 10 Hydraulic Gates 35 47 00 PVC Canal Liner 35 69 20 Safety Cable with Floats

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

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

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 ACRONYMS

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

1. BOR: Bureau of Reclamation

2. CO: Contracting Officer

3. COR: Contracting Officer Representative

4. FC: Florida Canal

5. FCDC: Florida Consolidated Ditch Company

6. PVC: Polyvinyl chloride

1.02 LOCATION

A. Work is located approximately 6 miles southeast of Durango, Colorado in La Plata County. A portion of this section of the Florida Canal runs through the Florida Meadows subdivision.

1.03 PRINCIPAL COMPONENTS OF WORK

A. The works includes, but is not necessarily limited to the following:

1. Removing and Controlling Water for Construction Operations.

2. Removing existing features.

3. Installing cast-in-place concrete structures including check structures, culvert inlet/outlet modifications, and a turnout.

4. Clearing and Grubbing.

5. Preparation and grading subgrades for the site work.

6. Excavation

7. Installing a canal underdrain system.

8. Placing compacted embankment.

9. Installing an impermeable canal liner system consisting of a layer of geotextile on top and below a PVC geomembrane liner.

10. Placing shotcrete lining.

11. Fabrication and installation of irrigation pipeline crossings.

12. Fabrication and installation of canal safety ladders and safety cables with floats.

01 11 00 - 2

1.04 SCHEDULE

A. The Florida Canal conveys irrigation water to farms, pastures, and a subdivision along the entire length.

B. Seasonally, the FCDC terminates the flow of water in the FC on approximately October 1 of each year and the construction site in the vicinity of the FC will be made available to the Contractor in an “as-is” condition.

C. Beginning on May 1st of each year, the FCDC begins diverting water back into the FC.

D. Therefore, the work in the canal must be performed during the non-irrigation season. The work will be performed in two phases. Phase 1 shall have work substantially completed by May 1st, 2022. Phase 2 shall have work substantially completed by May 1st, 2023.

1. Phase 1 begins at Sta. 50+00 and ends at the Pastorius Reservoir drop structure

(approx. Sta. 118+08). See Dwg. No. 519-417-28 for location.

2. Phase 2 begins at Sta. 1+00 and ends at Sta. 50+00.

3. No canal earthwork shall be completed for Phase 2 during Phase 1.

E. Seeding, areas designated areas disturbed by construction shall be completed between October 15th and November 1st, 2022 for disturbed areas of Phase 1, and October 15th and November 1st, 2023 for disturbed areas of Phase 2, unless otherwise approved by the CO.

F. The Offerors shall take in consideration the anticipated weather conditions, production rates for earthwork, installing and welding of PVC liner and placing shotcrete.

1.05 HOURS OF WORK

A. Onsite construction activities shall only be performed between the hours of 7 am to 6 pm unless authorized by FCDC and the COR.

1.06 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.

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.

PART 2 PRODUCTS

Not Used

01 11 00 - 3

PART 3 EXECUTION

END OF SECTION

01 11 00 - 4

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.01 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

1.02 DEFINITIONS

A. In these specifications and the contract, the term Government land shall include:

1. Land owned by the BOR and operated and maintained by FCDC.

2. Land with a perpetual easement held by BOR and operated and maintained by

FCDC

3. FCDC has acquired temporary construction easements between FCDC and the landowners for use as the Contractor’s staging areas. These staging areas are shown on Drawing No. 519-417-22 and are as follows:

a. Cowboy Church Property

1) Location: Adjacent to canal, northwest corner of property.

2) Approximate Area: 4.5 acres.

3) Duration: Phase 1 and Phase 2 construction

4) Area can be used for parking vehicles, office trailers and temporary stockpiling of excavated materials.

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

01 14 10 - 2

b. Pastorius Reservoir Parking Area

1) Location: Parking area near end of canal on east side of Pastorius

Reservoir.

2) Approximate Area: 0.2 acres.

3) Duration: Phase 1 construction only.

4) Area can be used for parking vehicles and equipment

1.03 SUBMITTALS

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

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

1. For each Contractor staging area site

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

1) Service areas including offices, storage areas, fuel and oil storage areas, and fabrication yards.

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

3) Utilities including power

4) First-aid and medical facilities.

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

6) Temporary fences.

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

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

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

1.04 PROJECT CONDITIONS

A. The BOR holds easements along the canal where the work is to be performed.

B. The approximate limits of Reclamation’s Right-of-Way are shown on the Plan and Profile Drawings. These areas will be referred to as “Government Land.”

01 14 10 - 3

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

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

E. Do not interfere with work of FCDC, other contractors or the Government in vicinity.

F. Housing for construction personnel will not be permitted on Government land, except housing for guards or watchmen as may be approved by COR.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

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

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

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

B. Work site:

1. All work sites and areas must be maintained to avoid potential hazards introduced by poor housekeeping and shoddy work practices.

2. Good housekeeping, including provisions for routine scrap and debris removal, must be maintained in all areas.

3. Between construction Phases, the work site, with the exception of erosion control devices, shall be left in a condition as good as before construction.

3.02 RESTORATION

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

B. After completion of work, regrade and scarify land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are

01 14 10 - 4 in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include project management in prices offered in the price schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-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 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 FCDC.

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.

01 31 19 - 2

8. Work restrictions.

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 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 at work site 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.

01 31 19 - 3

01 31 19 - 4

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 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. BOR will respond as to adequacy of submittal.

2. I - Informational:

a. BOR will acknowledge receipt of Informational submittals.

b. BOR may reject an Informational submittal when submittal does not satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

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.

4. 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. 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

2018 or later.

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

5. Final Drawings:

a. Computer drafted.

b. BOR will supply electronic AutoCAD format template.

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

Indicate changes by clouding.

6. 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.

01 33 00 - 3

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.

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 all listed items for RSNs with multiple parts.

C. Submit number of sets specified in “No. of sets to be sent to:” columns in Table 01 33 00A - List of Submittals.

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 7 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. More than 1 RSN may be submitted under a transmittal letter, provided responsible code is same.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 14 days for review of each submittal or resubmittal, unless otherwise specified.

01 33 00 - 4

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. Return of Submittals:

1. Action Submittals: One set of submittals required for action will be returned either approved, approved with comments, or not approved.

a. Revise and resubmit submittals not approved.

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

2. Informational Submittals: BOR will acknowledge Informational submittals.

a. Informational submittals will not be returned when they satisfy contract requirements.

b. Informational submittals that do not satisfy contract requirements may be returned for resubmittal or additional information may be requested.

1.07 TRANSMITTAL

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

1. Contracting Officer, Bureau of Reclamation, 125 South State Street, Room 6107, Salt Lake City, UT 84138-1147.

2. Contracting Officer Representative, Bureau of Reclamation, Attention: Josh

Dunham, 445 West Gunnison Avenue, Suite 221, Grand Junction, CO 81501.

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.

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

1. Submit in accordance with this section.

2. Submit to COR, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 5

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer Representative. Send electronically.

RSN

Article or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

1 Bid bond With Proposal A CO 1 2 DUNS Number for

Contractor and all Subcontractors

With Proposal A CO 1

3 Article 2.01 Delivery of Bonds and Evidence of Insurance

Within 10 calendar days after award of the contract

A CO 1

4 Article 6.03 Contractor’s and Subcontractors’ Insurance

A.) Workers compensation

B) Unemployment insurance

C) Commercial general liability

D) Vehicle insurance

E) Umbrella or excess liability insurance

F) Builder’s risk

Prior to beginning work on site

A CO 1

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

At least 7 days before use of Government land

A COR 1 1

01 35 20-1 Safety and Health

Safety Program Submitted and accepted at least 28 days before mobilization

A COR 1 1

01 35 20-2 Safety and Health

Monthly Accident Summary Report

Submitted and accepted at least 28 days before mobilization

A COR 1 1

01 55 00-1 Vehicular Access and Parking

Preconstruction Digital Recordings

At least 14 days before starting onsite work

A COR N/A 2

DVDs

01 55 00-2 Vehicular Access and Parking

Pos Construction Digital Recordings

Within 7 days after completing onsite work

A COR N/A 2

DVDs

01 55 00-3 Vehicular Access and Parking

Post Repair Digital Recordings

Within 7 days after completing repairs

A COR N/A 2

DVDs

01 33 00 - 6

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer Representative. Send electronically.

RSN

Article or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

01 55 20-1 Traffic Control Traffic Control Plan When applicable at least 7 days before affecting public traffic.

A COR 1 1

01 57 30-1 Water Pollution Control

Pollution Prevention Plan (include copy of permits)

At least 7 days before start of onsite construction work

A COR 1 1

01 57 30-2 Water Pollution Control

Spill Prevention Control And Countermeasure Plan (SPCC) (if required)

At least 7 days before start of onsite construction work

A COR 1 1

01 57 90-1 Preservation of Historical and Archeological Data

Maps showing locations of alternate staging areas.

Submitted and approved at least 45 days prior to use of staging areas

A COR 1 1

01 71 20-1 Surveying Surveying Plan At least 7 days before beginning survey work

A COR 1 1

01 71 20-2 Surveying Resumes At least 7 days before beginning survey work

A COR 1 1

01 71 20-3 Surveying Accuracy Check Results

At least 7 days before beginning survey work

A COR 1 1

01 74 00-1 Cleaning and Waste Management

Waste Production And Disposal Records (if necessary)

Within 7 days of waste disposal

A COR 1 1

01 74 00-2 Cleaning and Waste Management

Environmental Consultant Resume (if necessary)

At least 7 days before beginning environmental assessment

A COR 1 1

01 74 00-3 Cleaning and Waste Management

Environmental Site Assessment (if necessary)

Within 14 days of completion of work

A COR 1 1

01 78 30-1 Project Record Documents

Final As-built Drawings

Within 14 days of completion of work

A COR 1 1

03 30 00-1 Cast-in-Place Concrete

Concrete Approval Data

At least 14 days before placing concrete

A COR 1 1

03 30 00-2 Cast-in-Place Concrete

Concrete Repair Methods

At least 14 days before placing concrete

A COR 1 1

03 30 00-3 Cast-in-Place Concrete

Approval Data At least 14 days before placing concrete

A COR 1 1

03 37 10-1 Shotcrete Initial Shotcrete Panel Test Results

At least 7 days before shotcrete is placed and when change in men and equipment.

A COR 1 1

01 33 00 - 7

Table 01 33 00A. - List of Submittals

* Submittal Types: A - Action, I - Information ** CO indicates Contracting Officer, COR indicates Contracting Officer Representative. Send electronically.

RSN

Article or

Section Title

Submittals required Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

03 37 10-2 Shotcrete Field Shotcrete Panel Test Results

At least 7 days before shotcrete is placed.

A COR 1 1

03 37 10-3 Shotcrete Specific Operating Procedure

At least 7 days before shotcrete is placed.

A COR 1 1

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packaged Nonshrink Grout Data

At least 14 days before use.

A COR 1 1

05 51 50-1 Safety Device for Concrete- Lined Canals

Contractor plan for controlling anchor embedment depth

At least 14 days before installing ladders

A COR 1 1

31 03 33-1 Removal and Control of Water During Construction

Removal of water plan

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

A COR 1 1

31 23 11-1 Earthwork for Canal and Structures

Certification and Laboratory Test Results

At least 14 days before placing gravel surfacing

A COR 1 1

31 32 32-1 Geotextile Product Data

At least 7 days before installing geotextile

A COR 1 1

32 15 10-1 Gravel Surfacing

Certification and Laboratory Test Results

At least 14 days before placing gravel surfacing

A COR 1 1

32 92 20-1 Seeding and Soil Supplements

Certifications At least 15 days before purchasing seed

A COR 1 1

33 05 22-1 Horizontal Directional Drilling

Resumes and Qualifications

At least 14 days before drilling

A COR 1 1

33 05 22-2 Horizontal Directional Drilling

Drilling Plan At least 14 days before drilling

A COR 1 1

33 05 22-3 Horizontal Directional Drilling

Calculations At least 14 days before drilling

A COR 1 1

35 22 10-1 Hydraulic Gates

Approval data for canal gates

At least 14 days before procuring gates

A COR 1 1

35 47 00-1 PVC Canal Liner

Qualifications of Installer including welder(s)

At least 7 days before installing PVC

A CO 1 1

35 47 00-2 PVC Canal Liner

Details of PVC installation

At least 7 days before installing PVC

A CO 1 1

35 47 00-3 PVC Canal Liner

Manufacturer’s Warranty

At least 7 days before installing PVC

A CO 1 1

01 33 00 - 8

Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. SDS: Safety Data Sheet.

1. Formerly referred to as Material Safety Data Sheets.

1.03 APPLICATION

A. For the purposes of this contract this includes:

1. Materials incorporated into work.

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

1.04 DELIVERY

A. Maintain a LHM and make the list available to the COR.

B. Maintain SDS for materials and make available to the COR.

C. Do not deliver hazardous materials to jobsite unless a SDS is available.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 35 10 - 2

01 35 10 - 3

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

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

1.03 SUBMITTALS

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

B. RSN 01 35 20-1, Safety Program:

1. Written safety program in accordance with of RSHS.

2. Cover aspects of on site and applicable off site operations and activities associated with this contract.

3. Follow the outline in Appendix B of RSHS

4. Will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per Appendix B, a narrative for each applicable item in the outline.

For items in the outline that do not apply to this contract write “Not applicable to Contract” next to the number/letter.

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

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

C. RSN 01 35 20-2, Monthly Accident Summary Report:

1. In accordance of RSHS.

1.04 SAFETY AND HEALTH

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

01 35 20 - 2

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

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

3. Control costs in contract performance.

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

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

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

COR.

E. Develop Job Hazard Analyses for each distinct phase of work under the contract.

1. Do not begin a phase of work until a JHA is acceptable to COR and shared with construction employees.

2. Activities involving hazardous materials shall have the appropriate Safety Data

Sheet(s) attached to the JHA.

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

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

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

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

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

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

1. Death.

2. Occupational disease.

3. Traumatic injury to employees or the public.

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

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

01 35 20 - 3

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

PART 2 PRODUCTS

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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 COR, an employee refuses or repeatedly fails to comply, or supervisors fail to enforce compliance with the safety or the requirements of these specifications, the COR may require 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

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 Schedule 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

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PART 3 EXECUTION

01 46 00 - 2

01 46 00 - 3

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 Schedule 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 power 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, CLSM, shotcrete, 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 Schedule for other items of work.

1.02 SUBMITTALS

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

1. RSN 01 55 00-1, Preconstruction Digital Recordings.

2. RSN 01 55 00-2, Post Construction Digital Recordings.

3. RSN 01 55 00-3, Post Repair Digital Recordings (if applicable).

1.03 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.

1.04 SITE CONDITIONS

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

1. FCDC is the jurisdictional authority for access on each side of the existing canal within the BOR Property Boundaries shown on the Plan and Profile drawing.

2. Use only established roadways, parking areas, and haul routes unless otherwise shown on the drawing as a designated staging area requiring access to be constructed.

3. Subject to the 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.

4. Coordinate staging areas with COR.

01 55 00 - 2

PART 2 PRODUCTS

2.01 MATERIALs

A. Materials to maintain and repair existing roadways, parking areas, and haul routes: In accordance with requirements of jurisdictional authority.

B. Materials to construct, maintain, and repair temporary roadways, parking areas, and haul routes: As approved by COR.

C. Haul route trackpads:

1. Track Pads:

a. 1-inch to 2-inch screened aggregate.

b. 6-inch minimum layer.

c. 50 linear feet minimum.

d. Modify track pads as directed by COR if debris is deposited on adjacent paved roads.

e. Commercial products for cleaning tires of construction traffic can be submitted to COR for consideration.

PART 3 EXECUTION

3.01 EXAMINATION

A. Investigate condition of available public or private roads for clearances, restrictions, bridge-load limits, bond requirements, and other limitations that affect or may affect access and transportation operations to and from jobsite.

3.01 RECORDS

A. Make preconstruction, post construction, and post repair digital recordings of:

1. The Private Drive shown on Drawing No. 519-417-21 where access will occur.

2. Any and all roads within the Florida Meadows subdivision and specifically

Florida Meadows Ct., Moon Lane and Suncrest Lane where construction access will occur.

3. Road and parking area for Pastorius Reservoir.

B. DVD format with a minimum 720p resolution.

1. Label:

a. Contract number and title.

b. Contractor’s name.

01 55 00 - 3

c. Date recording is made.

d. Preface video with this information.

C. COR shall be present during all recordings.

1. Florida Meadows subdivision representatives shall be present for recordings within the subdivision.

D. Notify COR at least 3 days prior to recording.

3.02 ESTABLISHED ROADWAYS AND PARKING AREAS

A. Established roadways are available for Contractor's use subject to existing jurisdictional restrictions and approval of the COR.

3.03 TEMPORARY ROADWAYS AND PARKING AREAS

A. Roadways:

1. Construct temporary bridges or culverts at stream crossings or cross-drainage channels to allow for unimpeded surface drainage.

B. Parking Areas:

1. Provide and/or arrange for temporary parking areas to accommodate use of construction personnel.

2. Parking along roads within the Florida Meadows subdivision and private drives will not be permitted.

3. Provide additional offsite parking when site space is not adequate.

3.04 HAUL ROUTES

A. Phase 1 Construction:

1. Access from Cowboy Church staging area and Pastorius Reservoir.

2. Use of Florida Meadows Ct. shall not be used for hauling equipment and materials during Phase 1 construction.

B. Phase 2 Construction:

1. Access from Cowboy Church staging area, Florida Meadows Ct. and the private drive shown on Drawing No. 519-417-21.

2. Except for reseeding, or specifically authorized by the COR, the Pastorius

Reservoir road shall not be used for hauling equipment and materials during Phase 2 construction.

01 55 00 - 4

C. Perform work on Government rights-of-way established by BOR as necessary to construct and maintain any roads, bridges, or drainage structures required for establishment and use of haul routes for construction operations.

D. Use existing available public highways, roads, or bridges as haul routes subject to applicable local regulations.

E. Minimize interference with or congestion of local traffic.

F. Minimize interference from truck traffic when parents and buses are arriving and departing from nearby schools. Choose alternate haul routes or change schedules of delivery of materials to the project.

G. Provide barricades, flaggers, and other necessary precautions for safety of public where haul routes cross public highways or roads.

H. Provide trackpads where haul routes are adjacent to paved roadways to prevent mud and debris from being deposited on public roadways.

3.05 MAINTENANCE

A. Maintain roadways, parking areas, and haul routes in a sound, smooth condition.

B. Maintain surfacing of gravel-surfaced roads and parking areas in a smooth condition until completion and acceptance of work under this contract.

C. Snow removal for convenience of Contractor or to facilitate work operations of Contractor is considered to be normal required maintenance.

D. When debris and/or mud is carried on to the adjacent paved roadways by construction traffic, the contractor shall remove the debris and/or mud by sweeping or other approved methods.

3.06 REPAIR

A. Promptly repair ruts, broken pavement, potholes, low areas with standing water, and other deficiencies to maintain road surfacing and drainage in original or specified condition.

3.07 REMOVAL

A. Remove materials used to construct temporary roadways, parking areas, and haul routes prior to contract completion.

01 55 00 - 5

Traffic Control

01 55 20 - 1

SECTION 01 55 20

TRAFFIC CONTROL

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost: Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Federal Highway Administration, Department of Transportation

1. MUTCD, Part 6 Part 6, Temporary Traffic Control, Manual on Uniform Traffic Control Devices, 2009 Edition with Revisions 1 and 2, (http://mutcd.fhwa.dot.gov/kno_2009r1r2.ht m)

1.03 SUBMITTALS

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

B. RSN 01 55 20-1, Traffic Control Plan(s)

1. When applicable, if traffic is determined by COR to be interrupted.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 TRAFFIC CONTROL

A. Meet requirements of MUTCD, Part 6.

B. Provide cones, delineators, concrete safety barriers, barricades, flasher lights, danger signals, signs, and other temporary traffic control devices as required to protect work and public safety.

C. Provide flaggers and guards as required to prevent accidents and damage or injury to passing traffic.

Traffic Control

01 55 20 - 2

D. Do not begin work along public or private roads until proper traffic control devices for warning, channeling, and protecting motorists are in place in accordance with approved traffic control plan.

E. Maintain traffic flow and conduct construction operations to minimize obstruction and inconvenience to public traffic.

F. Maintain convenient access to driveways, houses, and buildings along line of work.

G. Protect roads closed to traffic with effective barricades and warning signs. Illuminate barricades and obstructions from sunset to sunrise.

H. Remove traffic control devices when no longer needed.

Protection of Existing Installations

01 56 10 - 1

SECTION 01 56 10

PROTECTION OF EXISTING INSTALLATIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work, except as specified.

2. Costs for repair of installations damaged by the Contractor's operations are the

Contractor's responsibility.

1.02 PROJECT CONDITIONS

A. Drawings included in these specifications show items of existing materials and equipment but may not show all equipment and materials existing at the jobsite.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 PROTECTION

A. Provide protection for personnel and existing facilities from harm due to the Contractor's operations. Protection shall be subject to approval of the Government.

3.02 REMOVAL OF PROTECTIVE INSTALLATIONS

A. Remove protective installations after purpose has been served. Materials furnished by the Contractor to provide protection remain property of the Contractor.

3.03 REPAIR

A. Repair, at Contractor's expense, damage to existing installations due to Contractor's operations or Contractor's failure to provide proper protection. At the Government’s option, damage may be repaired by the Government, and the Contractor will be backcharged repair costs.

Protection of Existing Installations

01 56 10 - 2

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. Cost:

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

1.02 REFERENCE STANDARDS

A. Institute of Electrical and Electronics Engineers (IEEE)

1. IEEE C2-2012 National Electrical Safety Code (NESC)

1.03 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 and other buried items before excavating.

C. Contractor shall contact Colorado 811, phone 1-800-922-1987.

D. Utilities known and shown on the drawings are:

1. Buried electrical line over road crossing culvert inlet at Station 18+86 as shown on Drawing No. 509-417-24. The electrical line serves the existing shop adjacent the canal at Sta. 16+50.

2. Buried PVC pipe from wastewater treatment plant located between Sta. 15+00 and 15+50.

3. Buried pipeline at approximate Sta. 15+75 as shown on Drawing No. 519-417-24.

4. Buried cables for private PV array at approximate Sta. 18+50 as shown on

Drawing No. 519-417-24.

5. Buried gas lines at approximate locations:

a. Sta. 42+00 and shown on Drawing No. 519-417-27

b. Cowboy Church Staging area near Sta. 50+00 and shown in Section 51 00

00.

c. Sta. 111+50 and shown on Drawing No. 519-417-36.

Protection of Existing Utilities

01 56 15 - 2

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 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 the FCDC.

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

3.02 CLEARANCES

A. Provide clearances in accordance with existing overhead powerlines in accordance IEEE C2

Existing Fences

01 56 20 - 1

SECTION 01 56 20

EXISTING FENCES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

PART 2 PRODUCTS

2.01 MATERIALS

A. Salvage and reuse existing fencing materials if structurally sound and not damaged during removal.

B. Provide replacement materials of similar type, when necessary.

PART 3 EXECUTION

3.01 FENCE REMOVAL

A. Landowners will be responsible to remove and replace electric fences prior to work in their area.

B. Remove existing fences where necessary for performance of the work, only when authorized by the COR. Maintain fences, where designated, until work is completed or their removal is authorized.

C. Metal gates removed by the contractor and not required to be replaced shall be salvaged and made available to the landowner.

3.02 TEMPORARY FENCES

A. Where fences are removed on rights-of-way, provide temporary fence protection for adjacent lands to prevent livestock from straying from or onto adjacent lands, complete with gates and cattle guards.

B. If the Contractor does not provide necessary temporary fencing or protection within a reasonable time after need for fencing or protection arises, the COR will cause the work to be performed and backcharge the Contractor for such work.

Existing Fences

01 56 20 - 2

C. Remove temporary fences and protection as a part of cleanup operations prior to final acceptance of completed work.

3.03 FENCE REBUILDING

A. Where fences and gates are removed to accommodate construction, rebuild at original locations or edge of typical canal section.

B. Construct rebuilt fencing and gates that is structurally sound and matches, or is better than, existing fencing installation.

Temporary Safety Fence

01 56 32 - 1

SECTION 01 56 32

TEMPORARY SAFETY FENCE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

PART 2 PRODUCTS

2.01 SAFETY FENCE

A. Fence:

1. High-density polyethylene grid.

2. Minimum height: 48-inch.

3. Color: Safety orange.

4. Recovered Material Content:

a. 90 to 100 percent.

5. Postconsumer Content:

a. 60 to 100 percent.

B. Posts: Steel fence posts.

PART 3 EXECUTION

3.01 INSTALLATION

A. Erect fence around work areas that present hazards and at locations directed by the COR.

1. The construction area is adjacent to private homes and farms.

2. Fencing shall be installed at the top of steep excavations, trenches or structures to protect the public from entering.

B. Space posts 10 feet, maximum, on center.

C. Secure grid to posts.

Temporary Safety Fence

01 56 32 - 2

3.02 MAINTENANCE AND REMOVAL

A. Maintain fence until work in area is complete and accepted by the COR.

B. Remove fence when no longer required.

Environmental Controls

01 57 20 - 1

SECTION 01 57 20

ENVIRONMENTAL CONTROLS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work, except as specified.

2. Costs for damages and work stoppage are the Contractor's responsibility.

1.02 REGULATORY REQUIREMENTS

A. Comply with Federal, State, and local laws and regulations.

B. Contractor shall be responsible for damages resulting from dust originating from Contractor.

C. The COR may stop construction activity in violation of Federal, State, or local laws and additional expenses resulting from work stoppage will be responsibility of Contractor.

1.03 DUST CONTROL

A. Provide dust control and abatement during performance of work.

B. Prevent, control, and abate dust pollution on rights-of-way provided by FCDC during performance of work.

C. Provide labor, equipment, and materials, and use efficient methods to prevent dust nuisance or damage to persons, property, or activities including, but not limited to, crops, orchards, cultivated fields, wildlife habitats, dwellings and residences, agricultural activities, recreational activities, traffic, and similar conditions.

1.04 AIR…