Attachment 1 Specifications 08062020.pdf

Ridgway Reservoir Spillway Fish Screen Solicitation No. 140R4020R0018

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 14 12 Work Restrictions and Limitations 01 31 19 Project Management and Coordination 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 21 Removal from Work 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 60 Protected Species 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 41 07 Modification of Existing Features

DIVISION 03 - CONCRETE

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

DIVISION 31 - EARTHWORK

31 03 33 Removal of Water from Excavation 31 23 02 Compacting Earth Materials 31 23 11 Earthwork for Structures 31 23 39 Disposal of Excavated Materials

Table of Contents

00 01 10 - 2

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 79 14 Fish Screen Structure 35 79 20 Debris Boom

DIVISION 52 - DRAWINGS

51 00 00 Information Available to Offerors 52 00 00 Drawings

END OF CONTENTS

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Ridgway Dam approximately 10 miles north of Ridgway, Colorado in Ouray County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Removing and replacing existing riprap.

B. Performing earthwork for structures.

C. Placing cast-in-place concrete.

D. Fabricating and erecting a rigid fish screen.

E. Furnishing and installing a floating debris boom.

F. Placing lean concrete grout and chinking material in areas of riprap.

1.03 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.

1.04 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

B. Operating District: Tri-County Water Conservancy, a.k.a. Tri-County Water.

1.05 ACRONYMS

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

1. CO: Contracting Officer.

Summary of Work

01 11 00 - 2

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for

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

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

1.03 SUBMITTALS

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

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

1. For each Contractor use site on Government land.

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

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

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

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

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

01 14 10 - 2 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.

2. Submit revised drawings of changes in use of Government land made during design and erection stages or after use of Government land is in operation.

1.04 PROJECT CONDITIONS

A. Government land as shown on Drawing No. 894-417-675 and 676 may be used for required construction facilities.

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

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

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

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

1.05 PROVISIONS FOR GOVERNMENT TRAILER

A. The Contractor shall provide an area and maintain vehicle access for a Government trailer.

B. The Government trailer is a towed trailer that will be used by the COR for storing materials and an office area.

C. The area for the Government trailer shall be located outside the area of construction and haul roads.

D. Locate the trailer close to the Contractor’s job trailer or in another area approved by the

COR.

E. Provide temporary power for the Government trailer. Power requirement: 110 volts, 30 amps.

PART 2 PRODUCTS

01 14 10 - 3

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.

3.02 CLEANING FOR AQUATIC NUISANCE SPECIES

A. Any equipment used for pumping, including suction lines, pumps and discharge hoses, shall be inspected and, if needed, decontaminated prior to use at Ridgway Reservoir.

B. The contractor shall notify the COR at least 3-working days before needing pumping equipment inspected.

C. The COR will arrange inspection of pumping equipment with Colorado Parks and Wildlife staff at Ridgway State Park.

D. The contractor shall transport the pumping equipment to an area within Ridgway State Park for the inspection.

3.03 RESTORATION

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

B. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

01 14 10 - 4

This page intentionally left blank.

Work Restrictions and Limitations

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS AND LIMITATIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost of work restrictions and limitations in prices offered in the Price

Schedule for other items of work.

1.02 RESTRICTIONS, LIMITATIONS, AND WORK SCHEDULES

A. Construction Period: August 2021 through December 31, 2021.

1. Mobilization and preparatory work can begin in August 2021.

2. By September 7, 2021, Tri-County Water will have the reservoir water surface at or below El. 6852.0. Tri-County Water will monitor inflows to the reservoir and regulate discharges to maintain the water surfaces.

3. Construction activities that include removal of riprap, removal of water and excavation for the structure will not be permitted when the reservoir is above El.

6852.0.

B. Excavation in dam's compacted Zone 3 embankment will not be permitted unless directed by the COR to remove unsuitable materials for the fish screen structure's foundation or to establish shallow sumps for unwatering the required excavations.

C. Photographs: Photographs of the facility and equipment are not allowed unless specified herein.

D. The existing bridge over the spillway has been rated for American Association of State and Highway Transportation Officials (AASHTO) HS20-44 loading and Typical Legal Load types of vehicles (Type 3, Type 3S2 and Type 3-3) as shown below.

01 14 12 - 2

01 14 12 - 3

E. Vehicle loads that exceed those shown above or having different axle configurations shall be submitted to the COR for consideration.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 14 12 - 4

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Partnering Session:

1. Payment: Lump-sum price offered in Price Schedule. Includes:

a. All costs for the meeting room, partnering facilitator, materials, and other accommodations necessary for implementing and finalizing the meeting.

B. Cost:

1. Include cost of project management and coordination not included in Partnering

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (Reclamation)

1. RSHS-2014 Reclamation Safety and Health Standards, including revisions posted at https://www.usbr.gov/ssle/safety/RSHS/rshs .html

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 PROJECT COORDINATION

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

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

3.02 PARTNERING SESSION

A. To develop the construction team and complete the work required under the contract effectively, Reclamation utilizes an initial Partnering Session with the Contractor and critical subcontractors. This Partnering Session is intended to create a bilateral

01 31 19 - 2 relationship and develop mutual trust, dedication to common goals, and an understanding of each other's individual expectations and values. The expected benefits include improved efficiency, cost effectiveness, and innovation between all parties to ensure a quality deliverable that is completed on time and within budget.

B. Upon request from the Contractor, Reclamation will provide recommendations of locations in the area of Grand Junction, CO where previous sessions have been held.

C. Upon request from the Contractor, Reclamation will provide recommendations of a Facilitator that has successfully conducted previous sessions.

D. Previous Partnering Sessions typically lasted less than 4 hours and were held on the same day and at the same location of the Preconstruction Meeting.

3.03 PRECONSTRUCTION MEETING

A. The Preconstruction Meeting will be on the same day as the Partnering Session. The Contractor shall provide as a minimum the Project Manager or Project Superintendent for the Preconstruction Meeting and the critical subcontractors. Review will include, but may not be limited to:

1. Use of premises by Contractor, Government, and the public.

2. Construction facilities and controls.

3. Temporary utilities.

4. Survey layout.

5. Security.

6. Housekeeping procedures.

7. Schedules and sequence of work.

8. Quality assurance by the Government.

9. Quality control by the Contractor.

10. Procedures for maintaining record documents.

11. Roles and responsibilities:

a. 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.

01 31 19 - 3

d. Changes.

e. Superintendence by the Contractor.

f. Payment for mobilization and preparatory work.

g. Submittal procedures.

h. Emails, faxes, and telephone calls.

i. As-built drawings.

3.04 PRECONSTRUCTION SAFETY MEETING

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

B. Review will include:

1. Safety requirements.

2. Monthly joint safety policy meetings.

3. Weekly toolbox safety meetings.

4. Safety program.

5. Job hazard analysis.

6. Required safety inspections.

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

3.05 PROGRESS MEETINGS

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

B. Meetings will include review of construction program work and updating of progress reports.

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. Government will respond as to adequacy of submittal.

b. Action submittals are considered to be “shop drawings” within terms of 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 satisfy contract requirements. Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit.

c. Informational submittals are considered to be “shop drawings” within terms of 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.

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.

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 electronic AutoCAD format template.

c. Title block and sheet format:

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

2) Government will supply template.

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

6. Final Drawings:

a. Computer drafted.

01 33 00 - 3

b. Government will supply 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.

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

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.

01 33 00 - 4

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 14 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.

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 contract, and.

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

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

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

C. 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.

01 33 00 - 5

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

2. Informational Submittals: Government 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, Name and address will be provided in Solicitation.

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

Dunham, Suite 221, 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. Send copy of transmittal letter with appropriate number of sets to offices that are not responsible code, but show “No. of sets to be sent to” in Table 01 33 00A - List of Submittals.

D. When “No. of sets to be sent to” 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 3 copies, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 6

Table 01 33 00A - List of Submittals

* Submittal Types: A - Action, I - Information.

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

RSN

Clause or

Section Title Submittals required

Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

I-1 Bonds

52.228-15 Performance and Payment Bonds

Within 10 calendar days after award

A CO 1

paper

I-2 Insurance-work on a Government Installation

(WBR

1452.228-70)

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

At least 28 days before commencing onsite work

A

CO 1

paper

1 paper

I-3 Liability Insurance

(WBR

1452.228-70)

Acceptable Certificate of Liability Insurance

Before commencement of work under the contract

A CO 1 paper 0

I-4 Equal Opportunity 52.222-26

Information required by Executive Order

112246 (SF-100)

Within 30 days following award

A CO 1

paper

I-5 Release of Claims

(WBR

1452.204-70)

Release of Claims (DI-137) against the Government

After completion of the work and before final payment

A CO 1 paper 0

I-6 Labor Standards Data 52.222-11

1) List of subcontractors

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

Within 14 days after award of contract

COR

1 paper

3 paper + 1 elect

I-7 Payrolls 52.222-08

Copies of all payrolls

Statement of Compliance

Weekly for each week of contract performance

Weekly for each week of contract performance

I-8 Schedules for

Construction Contracts

(FAR 52.236-

15)

Baseline Schedule Within 5 days after receipt of Notice to Proceed

A COR 1 elect 3 paper + 1 elect

I-9 Schedules for Construction Contracts

(FAR 52.236-

15)

Updated Schedule With monthly requests for progress payments, at least 28 days before onsite mobilizations, and as requested by the

CO

A COR 1 elect 3 paper +

01 33 00 - 7

Table 01 33 00A - List of Submittals

* Submittal Types: A - Action, I - Information.

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

RSN

Clause or

Section Title Submittals required

Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

01 14 10-1 Use of Site Land Use and

Landscape Rehabilitation Plan

At least 28 days before use of Government land

A COR 1 elect 3 paper + 1 elect

01 14 12-1 Work Restrictions and Limitations

Letters of Commitment

Submitted and accepted at least 14 days prior to removal of gate leafs or equipment

A COR 1 elect 3 paper + 1 elect

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

At least 14 days before jobsite delivery of hazardous material

I COR 1 elect 3 paper + 1 elect

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 COR 1 elect 3 paper + 1 elect

01 35 20-1 Safety and Health

WBR

1452.223-81

Safety Program Submitted and accepted at least 28 days before mobilization

A COR 1 elect 3 paper + 1 elect

01 35 20-2 Safety and Health

WBR

1452.223-81

Monthly Accident Summary Report

Monthly A COR 1 elect 3 paper + 1 elect

01 57 30-1 Water Pollution Control

Water Management Plan

At least 14 days before commencing construction activities

A COR 1 elect 3 paper + 1 elect

01 57 30-2 Water Pollution Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 14 days before delivery or storage of oil

A COR 1 elect 3 paper + 1 elect

01 71 20-1 Surveying Surveying Plan At least 14 days before beginning survey work

A COR 1 elect 3 paper + 1 elect

01 71 20-2 Surveying Resumes At least 14 days before beginning survey work;

At least 14 days before personnel change

A COR 1 elect 3 paper + 1 elect

01 71 20-3 Surveying Accuracy Check Results

At least 14 days before beginning work on site.

A COR 1 elect 3 paper + 1 elect

01 74 00-1 Cleaning and Waste Management

Environmental Consultant Resume (if applicable)

At least 21 days before beginning environmental assessment

A COR 1 elect 3 paper + 1 elect

01 74 00-2 Cleaning and Waste Management

Environmental Site Assessment (if applicable)

Within 14 days of completion of work

01 33 00 - 8

Table 01 33 00A - List of Submittals

* Submittal Types: A - Action, I - Information.

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

RSN

Clause or

Section Title Submittals required

Due date or delivery time

Type

Respon-sible code

No. of sets to be sent to: **

CO COR

01 78 30-1 Project Record

Documents Final As-Built Drawings

At least 14 days after completing the work

A COR 1 elect 3 paper + 1 elect

03 20 00-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 14 days before fabrication or procurement

I COR 1 elect 3 paper + 1 elect

03 30 00-1 Cast-in-Place Concrete

Approval Data At least 14 days before placing concrete

A COR 1 elect 3 paper + 1 elect

03 30 00-2 Cast-in-Place Concrete

Concrete Placement Drawings

At least 14 days before placing concrete

A COR 1 elect 3 paper + 1 elect

03 30 00-3 Cast-in-Place Concrete

Lean Concrete Grout Placement Methods

At least 14 days before placing concrete

A COR 1 elect 3 paper + 1 elect

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packaged Nonshrink Grout Data

At least 14 days before placing grout

A COR 1 elect 3 paper + 1 elect

31 03 33-1 Removal of Water from Excavation

Removal of Water Plan

At least 14 days before beginning excavation

A COR 1 elect 3 paper + 1 elect

35 79 14-1 Fish Screen Structure

Qualifications At least 14 days before beginning welding and fabrication

A COR 1 elect 3 paper + 1 elect

35 79 14-2 Fish Screen Structure

Final Drawings and Data

Within 14 days after completing work

A COR 1 elect 3 paper + 1 elect

35 79 20-1 Debris Boom Approval Data At least 14 days before fabrication or procurement

01 33 00 - 9

01 33 00 - 10

Safety Data Sheets

01 35 10 - 1

SECTION 01 35 10

SAFETY DATA SHEETS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 DEFINITIONS

A. LHM: List of Hazardous Materials.

B. SDS: Safety Data Sheet.

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

Material Identifications and Material Safety Data - Alternate 1.

1.03 APPLICATION

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

1. Materials delivered to Government.

2. Materials incorporated into work.

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

1.04 SUBMITTALS

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

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

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

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

Identification and Material Safety Data - Alternate 1.

1.05 DELIVERY

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

Safety Data Sheets

01 35 10 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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

html

2. FIST 1-1 (2012) Hazardous Energy Control Program available at:

www.usbr.gov/power/data/fist_pub.html

B. Applicable Tribal and State Safety and Health Regulations for Construction.

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.

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

01 35 20 - 2

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:

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 has been prepared and shared with construction employees.

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

Sheet(s) attached to the JHA.

F. Comply with RSHS, 29 CFR 1926, and FAR 52.236-13. Reclamation Safety and Health Standards promulgated by the Secretary of Labor may be obtained from any regional or area office of the Occupational Safety and Health Administration of the U.S. Department of Labor.

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

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

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

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

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

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

01 35 20 - 3

1. Death.

2. Occupational disease.

3. Traumatic injury to employees or the public.

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

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

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

K. Provide appropriate safety barricades, signs, and signal lights.

L. Perform training as required by Federal, State, and local regulations prior to any activity that requires it:

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

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

M. Do not require persons employed in performance of this contract, including subcontracts, to work under conditions which are unsanitary, hazardous, or dangerous to the employee’s health or safety.

1.05 MEDICAL SERVICES AND FIRST AID

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

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

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

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

C. Ambulance Service:

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

5.4.

2. On site ambulance is not required.

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

01 35 20 - 4

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Removal from Work

01 35 21 - 2

Reference Standards

01 42 10 - 1

SECTION 01 42 10

REFERENCE STANDARDS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

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

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

1.03 JOBSITE REFERENCE STANDARDS

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

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

1.04 AVAILABILITY

A. Code of Federal Regulations (CFR):

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

Administration (NARA) and the Government Printing Office (GPO), at http://www.gpo.gov/fdsys/search/home.action

B. Federal Specifications, Standards, and Commercial Item Descriptions; and Military Specifications:

1. Copies of Federal Specifications, Standards, and Commercial Item Descriptions may be obtained from GSA Federal Supply Service, see the provision at FAR 52.211-1, Availability of Specifications Listed in the GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29.

2. Copies of Military Specifications may be obtained from Department of Defense, see the provision at FAR 52.211-2, Availability of Specifications, Standards, and Data Item Descriptions Listed in the Acquisition Streamlining and Standardization Information System (ASSIST).

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

01 42 10 - 2

C. Bureau of Reclamation Documents:

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

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

1) GPO online bookstore:

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

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

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

D. Industrial and Governmental Documents:

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

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

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

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

Acronym Name and Address Telephone

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

202-624-5800 800-231-3475

ACI American Concrete Institute 38800 Country Club Dr.

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

248-848-3700 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://bookstore.gpo.gov/actions/GetPublication.do?stocknumber=024-003-00204-6 http://www.aashto.org/ https://www.concrete.org/home.aspx

01 42 10 - 3

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

Acronym Name and Address Telephone

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

205-257-3839

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

703-548-3118

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

312-670-2400

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

Washington, DC 20036 www.ansi.org

202-293-8020

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

253-565-6600

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

610-832-9585

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

800-443-9353 305-443-9353

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

651-366-6095

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

281-228-6200 http://aeic.org/ http://www.agc.org/ http://www.aisc.org/ http://www.ansi.org/ http://www.apawood.org/ http://www.astm.org/ http://www.amweld.org/ http://www.icri.org/ http://www.nace.org/

01 42 10 - 4

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

Acronym Name and Address Telephone

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

800-837-8303 412-281-2331

UL Underwriters Laboratories, Inc.

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

847-272-8800

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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

Quality Procedures

01 46 00 - 1

SECTION 01 46 00

QUALITY PROCEDURES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price 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

Not Used

PART 3 EXECUTION

Quality Procedures

01 46 00 - 2

Temporary Utilities

01 51 00 - 1

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the price 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. Temporary power below the dam and near the potential staging area can be obtained from San Miguel Power Association, 720 N. Railroad St., Ridgway, CO, Phone No. (970) 626- 5549.

1. The power line, pole and transformers are shown in Specifications Section 51 00

00, Photograph No. 17.

B. Limited power at the crest of the dam from within the existing concrete instrumentation structure can be used provided the contractor reimburses Tri-County Water Conservancy District for the power used. The existing service is currently a 120/240 Volt load center with a 20-amp service.

1. Contractor shall arrange agreement for power with Tri-County Water

Conservancy District.

2. Any costs to improve or modify the exiting service will be at the expense of the contractor.

3. The existing service is shown in shown in Specifications Section 51 00 00, Photograph No. 18 and 19.

C. Otherwise, provide electric power required for construction.

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

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

Temporary Utilities

01 51 00 - 2

1.04 TEMPORARY WATER

A. Provide water required for construction purposes.

B. Water can be pumped from Ridgway Reservoir provided the equipment is inspected for aquatic nuisance species. See Specifications Section 01 14 10 – Use of Site.

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

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

1.05 TELEPHONE

A. Cellular service signal is available at the dam. Signal at the dam varies with providers and may not be available at all times.

1.06 SANITARY FACILITIES

A. Contractor shall 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.

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.

2. Include the cost of grouting existing riprap for the purpose of access in the unit price in the Price Schedule for Lean Concrete Grout for Riprap.

1.02 REGULATORY REQUIREMENTS

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

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

1.03 SITE CONDITIONS

A. Rights-of-way for access to work from existing roads are shown on Drawings 894-417-675 and 676.

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

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

B. As shown on “For Information Only” Drawing No. 894-D-191:

1. The dam’s crest width is 30 feet.

2. The dam’s upstream embankment slope is approximately 3:1 (horizontal to vertical).

C. As shown on “For Information Only” Drawing No. 894-D-361:

1. The dam’s crest has a paved service road width of 20 feet.

2. The approximate distance between the cable guard rails 27 feet.

3. The grade of the service road approaching the crest is approximately 8.00 percent.

01 55 00 - 2

D. The dam’s upstream embankment slope is approximately 3:1 (horizontal to vertical)

E. See Specifications Section 01 14 12, Work Restrictions and Limitations for load limitations on the existing spillway bridge.

PART 2 PRODUCTS

2.01 MATERIALS

A. Grout for the existing riprap shall be in accordance with Section 03 30 00.

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

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

D. Materials to maintain roadways and parking areas constructed under this contract and used by Contractor for construction work: In accordance with specified requirements for construction of those roadways and parking areas.

E. As determined by the COR, if the contractor’s construction traffic is depositing debris on the paved surfaces, the contractor shall provide track pads to clean the tires of vehicles.

1. Track Pads:

a. 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.

f. Remove track pads upon completion of construction, unless otherwise permitted to remain by COR.

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.

01 55 00 - 3

3.02 ESTABLISHED ROADWAYS AND PARKING AREAS

A. Established roadways and parking areas shown on Drawing No. 894-417-675 and 676 are available for Contractor's use subject to existing restrictions and approval of the COR.

3.03 HAUL ROUTES

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

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

C. Minimize interference with or congestion of local traffic.

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

E. Except for the areas of existing riprap to be grouted for access, no construction or haul roads will be permitted to be constructed on embankments of the dam.

3.04 MAINTENANCE

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

B. Maintain roadbed, side slopes, structures, and surfacing of roads and parking areas until completion and acceptance of all work under this contract. As approved by COR, defer until latest practicable date within specified completion period, placement of surfacing on roads or parking areas subject to heavy and deteriorating use by Contractor's construction operations or equipment.

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

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

3.05 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.

3.06 REMOVAL

A. Remove materials used to construct temporary roadways, parking areas, and haul routes prior to contract completion. Recycle salvageable materials as approved by COR.

01 55 00 - 4

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 at location approved by the COR.

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

C. Secure grid to posts.

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.

Temporary Safety Fence

01 56 32 - 2

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 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS-09 Reclamation Safety and…