Solicitation_R16PS00618 _Specifications.pdf

Red Bluff Flap Gate Retrofit Specifications No. 20-C0851

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 20 Work Restrictions 01 14 30 Interruption of Service 01 32 20 Construction Program 01 33 00 Submittals 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 22 First Aid and Communication 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 56 10 Protection of Existing Installations 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 60 00 Product Requirements 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 03 33 Removal of Water 35 23 12 Pump Discharge Flap Gates

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Photographs 51 00 20 Original Approved Shop Drawings

DIVISION 52 - DRAWINGS

52 00 00 Drawings

Table of Contents

00 01 10 - 2

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 approximately 2 miles southeast of the City of Red Bluff, California, in Tehama County.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Repair existing flap gate Number 4.

B. Remove, repair, improve, deliver, and store existing flap gate Number 8.

C. Fabricate, furnish, and install a new flap gate Number 8.

D. Improve and install eight flap gates. Numbers 1, 3-7, 9, and 11.

E. Removal of water from basin.

F. Coatings and coating repairs to all gates.

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, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.

1.04 DEFINITIONS

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

1.05 ACRONYMS

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

1. AO: Area Office.

2. CE: Construction Engineer.

3. CO: Contracting Officer.

Summary of Work

01 11 00 - 2

4. COR: Contracting Officer’s Representative.

5. RE: Regional Engineer.

6. OGR: Onsite Government Representative.

7. TCCA: Tehama-Colusa Canal Authority.

8. TSC: Technical Service Center.

PART 2 PRODUCTS

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PART 3 EXECUTION

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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. USBR Cleaning Manual 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 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 if damaged, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to the jobsite, which are not to be removed and which do not

01 14 10 - 2 interfere with the 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 the 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 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 the 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 the COR.

PART 2 PRODUCTS

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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 USBR Cleaning Manual.

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

01 14 10 - 3

3.02 RESTORATION

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

01 14 10 - 4

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Work Restrictions

01 14 20 - 1

SECTION 01 14 20

WORK RESTRICTIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

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

1.03 WORK RESTRICTIONS

A. Contractor is not allowed to operate the flap gates or perform work that will affect operations or structures without prior coordination and approval of the OGR.

B. The work area will be unwatered December 15, 2016 to February 7, 2017.

C. Comply with RSHS.

D. Coordinate with the OGR for lockout and tagout. OGR will provide TCCA lockout and tagout procedures.

PART 2 PRODUCTS

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PART 3 EXECUTION

Work Restrictions

01 14 20 - 2

Interruption of Service

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost in prices offered in the Price Schedule for items of work for which interruption of services are required.

1.02 SUBMITTALS

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

B. RSN 01 14 30-1, Interruption of Service Request:

1. Area where work will be done (by number or other description).

2. Outline procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. Information indicating that required materials are on site or data indicating shipping dates of materials not on site.

1.03 PROJECT CONDITIONS

A. The Contractor shall request interruption of services including electric power, water, and access road closures.

B. Coordinate and schedule interruption of services with OGR:

1. Coordinate work with pumping plant operations.

2. No specific interruption of service request will be considered unless:

a. OGR has reasonable assurances that material and equipment required for work will be onsite.

Interruption of Service

01 14 30 - 2

b. Contractor will be prepared to perform work on date and during period of time requested for specific interruption of service.

3. Allowable time and available interruption of service periods will govern interruption of service requests, work scheduling, onsite delivery of materials, and required drawings and data submittals.

C. The OGR will not allow the Contractor to begin work during the scheduled interruption of service unless all equipment is onsite and accepted, applicable submittals for the equipment are approved, and the equipment is ready for installation.

D. When work cannot be performed during an approved interruption of service period, notify OGR as soon as possible that interruption of service may be reduced or is not required.

E. If an interruption of service is not required, notify OGR at least 3 days ahead of beginning of approved interruption of service period.

PART 2 PRODUCTS

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PART 3 EXECUTION

Construction Program

01 32 20 - 1

SECTION 01 32 20

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Developing Baseline Schedule: Include in lump sum price offered in the Price Schedule for mobilization and preparatory work.

2. Updating and Using Construction Program: Include as an element of Contractor’s overhead.

1.02 DEFINITIONS

A. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

B. Project Calendar(s): Cross reference of numerical work days with calendar days. The project calendar serves as the basis for the day/date conversion and assigns work days and non-workdays.

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual-04 Construction Planning and Scheduling Manual

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Oracle Primavera P6 Professional Project Management (release 6.2 or newer) or Microsoft Project (release 2010 or newer).

2. Furnish schedule and analysis data on CD-ROM disc.

3. Upon request, provide information and data used to develop and maintain the Construction Program to the CO.

B. RSN 01 32 20-1, Baseline Schedule:

1. Include:

a. Construction Program/Schedule database.

01 32 20 - 2

b. Definition of project calendars.

c. Gantt chart (Bar chart) for project.

d. Activity report including all logic constraints consisting of predecessors, successors, and constraint dates.

C. RSN 01 32 20-2, Updated Schedule:

1. Include:

a. Construction Program database with updated activity and milestone data.

b. Definition of project calendars if revised from baseline calendars.

c. Gantt chart for project.

d. Narrative report specifically stating status of project.

1) If negative float exists, cite specific actions and conditions which caused the "behind schedule" condition and provide proposed course of action to complete the project within the specified delivery time.

2) List of Contractor-initiated changes to the current schedule stating the reason for the action taken and any unresolved issues relating to the Construction Program. Government reserves the right to reject Contractor-initiated changes to the current schedule which negatively impact any Government action which was initiated on the basis of the current schedule.

1.05 SCHEDULE

A. Develop, maintain, and use accepted Construction Program to plan, monitor, report, and evaluate accomplishment of work.

B. Prepare construction schedules using Critical Path Method outlined in AGC Manual.

C. Failure to include any element of the work will not release Contractor from completing all required work under the contract.

D. Construction Program:

1. Prepare detailed activity network for accomplishing required work organized by work breakdown structure.

2. Prepare schedule based on required sequence and interdependence of activities.

3. Include work of subcontractors, Government interfaces, and contract milestones.

4. Include contract title, contract number, and Contractor's name on each sheet.

5. Adjust Construction Program/schedule for seasonal weather conditions.

01 32 20 - 3

6. Define activities to a level of detail resulting in their durations being no greater than 20 workdays unless otherwise accepted by CO.

a. Durations for administrative activities (e.g., submittals and reviews, fabrication, manufacturing), or other specific activities identified in the contract will not be subject to the workday limitation.

7. Use durations in units of whole workdays.

8. Include activities for Government reviews and approvals of submittals that are critical to the project completion data.

9. Update schedule with changes directed by contract modifications or accepted changes to sequencing.

E. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work.

2. Include planned start and completion dates for features of work.

F. Updated Schedule:

1. Enter actual progress.

2. Assign a unique project file name for each schedule update.

G. Contract Change or Delay:

1. Submit a time impact evaluation within 14 days of contract change or delay, showing effects of change order or delay on the progress schedule.

2. Time extensions for performance will be considered only to the extent that the Contractor’s current scheduled milestone dates exceed the contract milestone dates.

H. Float is not for the exclusive use by or benefit of either the Government or the Contractor.

I. If in the opinion of the CO, the Contractor falls behind the accepted schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the CO.

1. The CO may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for acceptance any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the accepted rate of progress will be regained.

2. Costs for actions required to improve progress will be the responsibility of the Contractor.

01 32 20 - 4

1.06 FAILURE TO COMPLY

A. Failure to comply with the requirements of this section shall be grounds for a determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the specified time.

B. The CO may terminate the Contractor’s right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.

PART 2 PRODUCTS

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PART 3 EXECUTION

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 Y14.1-2012 Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

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

1.03 DEFINITIONS

A. Days: Calendar days.

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

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.

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.

01 33 00 - 2

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 2012 or later.

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

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

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Title block and sheet format:

1) As shown on Standard Drawing 40-D-7102.

2) Government will provide template.

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

6. Final Drawings:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

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

Indicate changes by clouding.

7. Electronic Files: On CD or DVD discs.

D. Product Data:

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

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

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

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

d. Strike through items that do not apply.

E. Certifications:

1. Certifications by a registered professional: Signed and sealed by a State of California registered professional.

01 33 00 - 3

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

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

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

1) Bookmark files to assist in navigating file.

2. Contents:

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

b. Schematics and wiring diagrams.

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

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

G. Sample Submittals:

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

2. Include type and quantity of materials specified in the referenced section in each “set” of samples.

3. Samples: Representative of product to be installed. Xerographic sheets for color selection are not acceptable.

4. Color chips: Sample paint chips. Ink color reproductions are not acceptable.

5. Label each sample, sample kit, set of color chips, or color chart with contract number and title.

6. The Government will select color and pattern after product approval.

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

D. Include the following information in transmittal letters:

01 33 00 - 4

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 other than approved or accepted:

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

2. Describe reasons for significant changes in transmittal letter.

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

4. Requirements for initial submittals apply to resubmittals.

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

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 21 days for review of each submittal or resubmittal, unless otherwise specified.

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

B. Time in Excess of Specified:

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

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

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

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

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

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

a. Approval was required under the contract, and

01 33 00 - 5

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. Return of submittals will be by hard copy.

2. With the exception of RSNs 01 32 20-2, 01 35 20-1, 01 35 27-1, and 01 35 27-2, one set of submittals will be returned Approved, Conditionally Approved, or Not Approved. RSNs 01 32 20-2, 01 35 20-1, 01 35 27-1, and 01 35 27-2 will be returned Accepted, Conditionally Accepted, or Not Accepted.

a. Revise and resubmit submittals not approved or not accepted.

3. Tracking:

a. Show changes and revisions with revision date.

b. Describe reasons for significant changes in transmittal letter.

c. Resubmit returned submittals within 14 days after receiving the comments, unless otherwise specified.

d. Requirements for initial submittals apply to resubmittals.

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

1.07 HARD COPY TRANSMITTALS

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

1. Construction Engineer, Mid-Pacific Construction Office, Attn: MPCO-200, P.O.

Box 988, Willows CA 95988-0988; Express Mail: 1140 West Wood Street, Willows, CA 95988.

a. On-site Government Representative contact information to be provided at Notice to Proceed.

2. Area Manager, Northern California Area Office, Attn: NC-210, 16349 Shasta Dam Boulevard, Shasta Lake, CA 96019-8400.

3. Regional Engineer, Bureau of Reclamation, Attn: MP-200, 2800 Cottage Way, Sacramento, CA 95825-1898.

4. Technical Service Center, Bureau of Reclamation, Attn: 86-68510, P.O. Box 25007, Denver CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

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

01 33 00 - 6

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

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

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

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

1. Submit in accordance with this section.

2. Submit to Construction Engineer, unless otherwise specified.

PART 2 PRODUCTS

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PART 3 EXECUTION

01 33 00 - 7

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AO indicates Area Office, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title required

Due date or delivery time

Respon-sible code

Sets to be sent: *

CE AO RE TSC

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

At least 21 days before use of Government land

CE 3 0 0 0

01 14 30-1 Interruption of Service

Interruption of Service Request

At least 14 days before each interruption of service

CE 3 0 0 0

01 32 20-1 Construction Program

Baseline Schedule Within 21 days after receipt of Notice to Proceed

CE 3 2 1 2

01 32 20-2 Construction Program

Updated Schedule

With monthly requests for progress payments.

CE 3 0 0 2

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

At least 14 days before jobsite delivery of hazardous material

CE 3 0 0 0

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

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

CE 3 0 0 0

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before onsite mobilization. See section 3 of RSHS

CE 3 0 0 0

01 35 20-2 Safety and Health

Monthly Accident Summary Report

At least once each month CE 3 0 0 0

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resume Prior to employment CE 3 0 0 0

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

At least once each month CE 3 0 0 0

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 21 days before commencing on site construction work

CE 3 0 0 0

01 57 30-1 Water Pollution Control

Pollution Prevention Plan

At least 28 days before start of onsite construction work

CE 3 0 0 0

01 57 30-2 Water Pollution Control

Spill Prevention Control and Countermeasure Plan (SPCC)

At least 28 days before delivery or storage of oil

CE 3 0 0 0

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Plan

At least 28 days before beginning waste production and disposal

CE 3 0 0 0

01 74 00-2 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of hazardous waste disposal

CE 3 0 0 0

01 33 00 - 8

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AO indicates Area Office, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title required

Due date or delivery time

Respon-sible code

Sets to be sent: *

CE AO RE TSC

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 28 days before beginning environmental assessment

CE 3 0 0 0

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

CE 3 0 0 0

01 78 30-1 Project Record Documents

Final As-Built Drawings

Within 14 days of completion of work

CE 3 2 1 0

09 96 20-1 Coatings Approval Data At least 28 days before applying coatings

86-68540 3 0 0 2

09 96 20-2 Coatings Final Approval Data At least 28 days before applying coatings

86-68540 3 0 0 2

09 96 20-3 Coatings Documentation At least 28 days before applying coatings

86-68540 3 0 0 2

09 96 20-4 Coatings Contractor Quality Testing Data for “Shop or Field Applied” Coatings

Within 2 days after applying shop or filed applied coatings

86-68540 3 0 0 2

35 03 33-1 Removal of Water

Removal of Water Plan

At least 28 days before removal of water

CE 3 0 0 1

35 23 12-1 Pump Discharge Flap Gates

New Flap Gate Approval Data

At least 28 days before fabrication or procurement

86-68420 3 0 0 4

35 23 12-2 Pump Discharge Flap Gates

Repair Plan Approval Data

At least 28 days before fabrication or procurement

86-68420 3 0 0 4

35 23 12-3 Pump Discharge Flap Gates

Improvements Plan Approval Data

At least 28 days before fabrication or procurement

86-68420 3 0 0 4

35 23 12-4 Pump Discharge Flap Gates

Contractor Field Test Plan Approval Plan

At least 28 days before fabrication or procurement

86-68420 3 0 0 4

35 23 12-5 Pump Discharge Flap Gates

Final Data Within 14 days after installation 86-68420 3 0 0 4

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 REFERENCE STANDARDS

A. California Code of Regulations (CCR) Title 22, Division 4.5

1.03 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.

1.04 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 the Government.

2. Materials incorporated into the work.

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

1.05 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.

2. Comply with CCR Title 22, Division 4.5.

Safety Data Sheets

01 35 10 - 2

1.06 DELIVERY

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

B. Maintain a copy of the LHM and SDS onsite.

PART 2 PRODUCTS

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PART 3 EXECUTION

Safety and Health

01 35 20 - 1

SECTION 01 35 20

SAFETY AND HEALTH

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 REFERENCES

A. Bureau of Reclamation (Reclamation)

1. Reclamation Safety and Health Standards

2. Available online at http://www.usbr.gov/ssle/safety/RSHS/rshs.html.

B. Occupational Safety and Health Administration (OSHA)

1. 29 CFR Part 1910 OSHA General Industry Standards

2. 29 CFR Part 1926 OSHA Construction Industry Regulations

3. Available online at: https://www.osha.gov/.

C. Applicable State Safety and Health Regulations – CAL/OSHA

1. California Code of Regulations (CCR) Title 8

2. Available online at: https://www.dir.ca.gov/title8/index/T8index.asp.

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 Section 3 of the RSHS.

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

3. Program must follow the format of 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.

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

01 35 20 - 2

5. Provide a list of Job Hazard Analyses (JHA) for all major or distinct phases of work that will be submitted throughout the project.

6. A generic Company Safety Plan is not acceptable. The Safety Program must be site specific for this contract.

7. The Contractor’s Safety Program must be submitted and accepted by Reclamation prior to commencing on site work.

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

1. Form 7-2218 or other acceptable form in accordance with paragraph 3.8 of RSHS.

1.04 SAFETY AND HEALTH

A. Do not allow Contractor employees (including subcontractors), Government personnel, or the Public to be exposed to, or work under, conditions which are unsanitary, physically hazardous, or a potential exposure danger to their health or safety during performance of the contract.

B. Under no circumstances will onsite work, including mobilization, be permitted until the Safety Program has been accepted by the COR.

C. Fully participate in a Contractor Safety Program Review meeting, according to RSHS Section 3.4.1, prior to mobilization. If applicable, include subcontractor management representatives.

D. The minimum work crew at any time on the construction site shall consist of no less than two people and shall be in accordance with other contractual obligations.

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

1. Work shall not begin on the phase of work until a JHA is acceptable to OGR and shared with all construction employees.

2. Activities involving hazardous materials shall have the appropriate Safety Data Sheet(s) attached to the JHA.

F. In addition to requirements of the clause at FAR 52.236-13 “Accident Prevention”, fully comply with RSHS.

1. One copy of RSHS, in digital format, will be provided at no charge for use in connection with the specifications.

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

G. Be cognizant of and ensure compliance with requirements set forth in paragraphs above.

01 35 20 - 3

1. Contractor’s responsibility applies to all operations, including those of the Contractor’s Subcontractors.

2. When violations of safety and health requirements contained in these specifications or referenced standards are called to the Contractor’s attention by the CO, COR or the OGR, immediately correct the condition to which attention has been directed.

3. Either oral or written notice shall be deemed sufficient.

H. When the Contractor fails or refuses to promptly correct a compliance directive, the CO or the COR may issue an order to stop all or any 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, nor to claim for damage or to additional compensation by reason of either the directive or the stop order.

3. Failure of the CO, COR or the OGR to order discontinuance of any or all of the Contractor’s operations shall not relieve the Contractor of the responsibility for the safety of personnel and property.

I. Maintain an accurate record of, and report to the COR in the manner prescribed by the CO for all near misses, accidents or incidents, occupational diseases, traumatic injury, cases of death to Contractor employees (including subcontractors), Government personnel, or the Public, and any property damage occurring during the performance of work under this contract.

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 protective requirement having jurisdiction shall prevail.

PART 2 PRODUCTS

Not Used

01 35 20 - 4

First-Aid and Communication

01 35 22 - 1

SECTION 01 35 22

FIRST AID AND COMMUNICATION

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. Bureau of Reclamation (USBR)

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

html

B. Provide first-aid kits in accordance with Reclamation RSHS Section 5.

C. Communications: Provide a direct line of communication via telephone land line, cellular telephone, mobile telephone, or radio with local medical services.

1.03 AVAILABILITY

A. Make first-aid and communication services available for providing emergency aid to employees and subcontractor employees.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

First-Aid and Communication

01 35 22 - 2

Contractor’s Onsite Safety Personnel

01 35 30 - 1

SECTION 01 35 30

CONTRACTOR’S ONSITE SAFETY PERSONNEL

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.

B. RSN 01 35 30-1, Resume:

1. Contractor’s Onsite Safety Representative

2. Safety Professional.

C. RSN 01 35 30-2, Safety Inspection Reports:

1. Include a list of noted deficiencies, their abatement dates, and follow-up action for all jobsite activities.

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

1.03 QUALIFICATIONS

A. Contractor’s Onsite Safety Representative:

1. Competent person, can be supervisory employee, with appropriate level of safety related training and experience. Safety responsibility may be adjunct, collateral or ancillary to their duties. Their main job duties may be leadership, supervision, or management in a craft, trade, or technical specialty.

2. Has completed at a minimum an OSHA recognized 30 hour Construction Safety Training program and has a minimum of 3 years of experience on similar projects in size and complexity to this contract. Experience should include dealing with the day to day operations and functionality of equipment operations not just occasional safety inspection site visits.

B. Safety Professional:

1. Holds professional status in the safety field by virtue of education, training, certification and experience. Responsibility must be the prevention of harm to people, property, and the environment, rather than responsibility for responding to harmful events. Examples of appropriate qualifications include:

01 35 30 - 2

a. Holds Safety certification from organizations accredited by the National Commission for Certifying Agencies (NCCA), the Council of Engineering and Scientific Specialty Boards (CESB), or a nationally recognized accrediting body which uses certification criteria equal to or greater than that of the NCCA or CESB.

b. Holds current certification as Certified Safety Professional (CSP), Associate Safety Professional (ASP), Occupational Health and Safety Technologist (OHST), Construction Health & Safety Technician (CHST) or equivalent with a minimum of 3 years safety experience on similar projects in size and complexity to this contract.

c. Holds a degree in Occupational Safety and Health: Major study – safety or occupational health related fields and a minimum of 3 years safety experience on similar projects in size and complexity to this contract.

d. The effectiveness of the Contractor’s Safety Professional in the administering and implementation of the safety program will be subject to continued review and approval by the Contracting Officer.

1.04 APPLICATION

A. Designate the Contractor’s Onsite Safety Representative prior to start of construction, and employ Safety Professional for part-time on the job.

1. Safety Professional requirements may be met by retaining appropriate level of services of an acceptable safety consultant.

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

1. Responsible for day to day implementation of the Contractor’s Safety Program

2. Full authorization to correct unsafe acts on the spot.

3. Prepare safety inspection reports.

4. Onsite during any and all construction activities.

C. Safety Professional duties, and responsibilities:

1. Review and approve, by signature the Contractor’s Safety Program prior to submittal.

2. Visit the site on an as-needed basis, but at a minimum of once per week.

1.05 QUALITY ASSURANCE

A. Contractor’s Onsite Safety Representative:

1. The effectiveness of the Contractor’s Onsite Safety Representative in prosecuting the safety program will be subject to continued review and approval by the CO.

01 35 30 - 3

2. Should the Contractor’s safety effort be considered inadequate, the CO has the option to require the Contractor to employ a full-time qualified Safety Professional at no cost to the Government.

B. Safety Program:

1. The effectiveness of the Contractor’s Safety Program will be subject to continued review and approval by the CO.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 35 30 - 4

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 Regulation (CFR):

1. Available online, authorized by the National Archives and Records Administration (NARA) and the Government Printing Office (GPO), at www.gpoaccess.gov/cfr/index.html.

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

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.

C. Bureau of Reclamation Documents:

1. Reclamation Safety and Health Standards (RSHS), current online edition with revisions, may be downloaded at http://www.usbr.gov/ssle/safety/RSHS/rshs.html.

01 42 10 - 2

2. Bureau of Reclamation Standard Specifications are designated with an M-number. Copies of individual standards may be obtained from Bureau of Reclamation, Attn: 86-68170, P.O. Box 25007, Denver , CO 80225-0007.

Specify which standard(s) is needed when requesting a copy.

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

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

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

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

703-548-3118

ACI American Concrete Institute P.O. Box 9094 Farmington Hills, MI 48333 www.aci-int.org

248-848-3700

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

312-670-2400

01 42 10 - 3

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

Acronym Name and Address Telephone

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

253-565-6600

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

800-843-2763

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

610-832-9585

AWWA American Water Works Association 6666 W. Quincy Avenue Denver, CO 80235-3098 www.awwa.org

303-794-7711

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

800-443-9353 305-443-9353

CCR California Code of Regulations Office of Administrative Law 300 Capital Mall, Suite1250 Sacramento, CA 95814-4339 www.oal.ca.gov/ccr.htm

916-323-6225

COE USACE Publications Depot Attn: CEIM-SP-D 2803 52nd Avenue Hyattsville, MD 20781-1102 www.usace.army.mil/publications or www.hnd.usace.army.mil/techinfo/index.htm

301-394-0081 Fax 301-394-0084

ICC International Code Council 5203 Leesburg Pike, Suite 600 Falls Church, VA 22041 www.intlcode.org

703-931-4533

01 42 10 - 4

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

Acronym Name and Address Telephone

ICRI International Concrete Repair Institute 3166 S. River Road, Suite 132 Des Plaines, IL 60018 www.icri.org

847-827-0830 Fax 847-827-0832

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

212-419-7900

ISO International Organization for Standardization 1, ch. de la Voie-Creuse, Case postale 56 CH-1211 Geneva 20, Switzerland www.iso.org

+41 22 749 01 11

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

281-228-6200

NIBS National Institute of Building Sciences 1090 Vermont Avenue, NW., Suite 700 Washington, DC 20005-4905 www.nibs.org

202-289-7800

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

WWPA Western Wood Products Association 522 SW 5th Avenue, Suite 500 Portland, OR 97204-2122 www.wwpa.org

503-224-3930

PART 2 PRODUCTS

Not Used

01 42 10 - 5

01 42 10 - 6

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 C2-2012 National Electrical Safety Code (NESC)

1.03 TEMPORARY ELECTRICITY

A. Electric power is available.

1. 120 Volt, 20 amp. Existing receptacles are available from various locations in and around the pumping plant

2. 208 Volt, 20 amp. Government can provide a temporary receptacle close to the existing breaker box. Provide 14 day notice for Government to install.

3. 480 Volt, 30 amp, 3 phase. Government can provide a temporary receptacle close to the existing breaker box. Provide 14 day notice for Government to install.

B. Provide distribution circuits 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.

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

1.04 TEMPORARY WATER

A. Potable or non-potable water is not available for Contractor use at the site.

B. Use water which meets specified requirements for water used in permanent work.

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

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

Temporary Utilities

01 51 00 - 2

1.05 SANITARY FACILITIES

A. Restroom facilities will not be available to Contractor personnel.

B. Contractor shall provide sanitary facilities.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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 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.

C. Comply with all project and encroachment permits.

1.03 SITE CONDITIONS

A. Rights-of-way for access to work from existing roads and haul routes are established by the Government and shown on the drawings.

1. In accordance with the clause at FAR 52.236-10, Operations and Storage Areas, use only established roadways, parking areas, and haul routes as authorized by the

CO.

2. 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.

B. The Contractor’s operations for access to work and haul routes shall be kept within the established rights-of-way corridors. Access to work or haul routes outside of the established rights-of-way corridors is not allowed.

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 and applicable project permits.

01 55 00 - 2

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

3.02 ESTABLISHED ROADWAYS AND PARKING AREAS

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

B. Designated existing onsite roadways may be used for construction traffic. Tracked vehicles are not allowed.

C. Designated areas of existing parking facilities may be used by construction personnel.

D. Do not allow heavy vehicles or construction equipment in established parking areas.

3.03 TEMPORARY PARKING AREAS

A. Parking Areas:

1. Arrange for temporary parking areas to accommodate use of construction personnel if necessary and subject to approval of the COR.

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

3. Locate as approved by the COR.

3.04 HAUL ROUTES

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