Solicitation_R16PS01169.pdf

Solicitation No. R16PS01169

Folsom Dam Municipal and Industrial Temperature Control Device Safety Measures

American River Division Central Valley Project, California

TABLE OF CONTENTS

SECTION A - Solicitation, Offer and Award Form (SF 1442)

SECTION B - Pricing Schedule

SECTION C - Specifications/Appendices

SECTION D - Packaging and Marking

SECTION E - Inspection and Acceptance

SECTION F - Deliveries or Performance

SECTION G - Contract Administration Data

SECTION H - Special Contract Requirements

SECTION I - Contract Clauses

SECTION J - List of Documents, Exhibits, and Other Attachments

SECTION K - Representations, Certifications and Other Statements of Offerors

SECTION L - Instructions, Conditions and Notices to Offerors

SECTION M - Evaluation Factors for Award

!!!!!!ATTENTION TO BIDDERS!!!!!!

In preparing your bid -----

1. Have you signed the bid? Are all blocks under Offer section of the SF1442 properly filled?

2. Have you included price information in Schedule B to include both page 3 (Columns E and F of Line item 0010) of SF1442 and Schedule B continuation pages? Have you checked your bid for possible mathematical errors?

3. Have you acknowledged receipt of all amendments by one of the methods identified in Block 11 of SF30?

4. Are you submitting your bid on time? If mailed, will it reach the place of bid opening prior to the designated date and hour?

5. Have you submitted the required bid guarantee in accordance with FAR 52.228-1?

6. In addition to above, have you furnished all documents/information requested by the invitation for bids?

a. Section K - Representations, Certifications And Other Statements Of Offerors

b. Section J Attachment 2 - Subcontracting Percentages Worksheet

c. Section J Attachment 3 - Offeror Responsibility Information

7. Have you identified on the face of the envelope containing your bid, the invitation number to which it pertains, and the date and hour of opening?

***ABOVE INFORMATION SHOULD NOT BE CONSIDERED A COMPLETE CHECKLIST

FOR REQUIRED BID PACKAGE CONTENTS. BIDDERS SHOULD REVIEW THE IFB IN

ITS ENTIRETY AND ENSURE THAT THEIR BID PACKAGE MEETS ALL OF THE

REQUIREMENTS MENTIONED IN THIS SOLICITATION. PLEASE DO NOT SUBMIT

ANSWERS TO ABOVE QUESTIONS***

This Page Intentionally Left Blank

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

FOLSOM DAM MUNICIPAL AND INDUSTRIAL WATER SUPPLY

TEMPERATURE CONTROL DEVICE SAFETY MEASURES

AMERICAN RIVER DIVISION - CENTRAL VALLEY PROJECT, CALIFORNIA

B.1 PRICE SCHEDULES

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

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

(c) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(d) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1 WBR

1452.232

-81

Mobilization and Preparatory Work

For the lump sum of $

2 6.4 Ladders and Platforms For the lump sum of $

3 6.3 Cable Replacement For the lump sum of $

TOTAL FOR SCHEDULE $_________________

Folsom Dam M&I TCD Safety Measures SOW No. 20-C0858 Folsom Dam – Folsom Unit – Central Valley Project – California

Statement of Work - 1

STATEMENT OF WORK (SOW)

FOLSOM DAM MUNICIPAL AND INDUSTRIAL WATER SUPPLY

TEMPERATURE CONTROL DEVICE (TCD) SAFETY MEASURES

CENTRAL VALLEY PROJECT, CALIFORNIA

DEFINITIONS

A. COR: Contracting Officer Representative.

B. CCAO: Central California Area Office.

C. IWRC: Independent Wire Rope Core.

D. OGR: On-site Government Representative.

E. Reclamation: Bureau of Reclamation.

F. TCD: Temperature Control Device.

1.0 BACKGROUND

The Folsom Dam Temperature Control Device (TCD) is a three sided rectangular structure approximately 9.5’ wide by 9.0’ deep that covers the existing trash rack structure. This enclosure referred to as the enclosure structure, is approximately 147’ high and is located upstream of the existing trash rack structure and extending from approximately elevation 300.00’ up to 441.74’. Both sides of the enclosure structure are fabricated from structural steel plate reinforced with structural steel shapes. The front of the structure is open except for three gates. The three gates are each provided with their own set of guides enabling them to travel past each other. When fully extended, the gates almost cover the full height of the height of the enclosure structure. The gates are designed so that they operate in telescopic fashion. The upper gate referred to as the control gate is equipped with a lid that blocks flow over the top of the gate. By raising and lowering the window within the control gate, withdrawals from the reservoir can be from any elevation between 331.50’ and 418.00’.

The control gate is raised and lowered by a wire rope hoist mounted on the hoist deck. The motorized hoist is sized so that the gates can be raised or lowered without stopping or reducing the flows through the structure. The hoist has a capacity of 90,000 pounds at a single speed of 4 feet per minute. The hoist is configured with a single hoist drum, with left and right handed grooves for two 1-5/8-inch diameter wire ropes. The ropes are positioned to drop off the drum directly above the gate connections when the gate is at its uppermost position, in order to minimize fleet angles.

The hoist is attached to the control gate by wire ropes, and a turnbuckle is provided on one side for adjustment of the rope tension. The existing wire ropes are constructed of galvanized steel strands with an Independent Wire Rope Core (IWRC) and are approximately 185’ in length each. The hoist deck is located at the top of the dam just below the roadway, at approximately elevation 477.00’. The top of this hoist deck is covered in steel grating that is fastened down with steel bolts and clips, with sections of grating able to be removed via crane to access the inside of the control structure and top of the control gate. The control structure is hung from steel corbels attached to the mass concrete of the dam.

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

Statement of Work - 2

During an inspection in December 2015 the wire ropes were found severely corroded and a subsequent rope inspection via a Reclamation climb team confirmed the components that warrant replacement. The TCD was installed and operational in 2003. The new rope shall be an in kind replacement, as well as other associated attaching hardware. In addition, Reclamation drawing 485-D-2327 shows a safety cage and ladder system to facilitate access to inspect and maintain the TCD structure/components including the wire ropes below the hoist platform. The cage and ladder system was never installed and otherwise is missing. Access below the hoist platform is unsafe for maintenance personnel unless personnel are climb team qualified. As such, only qualified climb team members can safely access or some other elaborate system such as scaffolding and or use of a crane can facilitate inspections below the hoist platform. Given the nexus with safety of CCAO staff a safety cage and ladder system should be installed at the earliest possible date.

2.0 OBJECTIVES

• Replace wire ropes and connecting hardware from the control gate to drum.

• Supply and install safety access cage and ladder system.

• Confirm functionality of hoist and rope system.

• No spills/debris in Folsom Lake.

3.0 SCOPE

The Contractor that is awarded the job shall:

A. Safely rig control gate to facilitate removal of existing wire ropes.

B. Remove of and dispose of the old wire ropes and all connecting hardware including but not limited to turnbuckles and spelter sockets.

C. Install an in-kind replacement galvanized steel wire ropes and associated rated connecting hardware.

D. In coordination with Reclamation personnel, perform a functional test of hoist after installation of new wire ropes and connecting hardware.

E. Supply and install safety access cage and ladder system.

F. Repair any damaged facilities due to construction activities.

The Contractor shall propose their method for Reclamation’s approval to support the control gates in order to remove the tension on the ropes to facilitate the replacement of the wire ropes.

All corroded and damaged components of the rope system shall be replaced.

4.0 TYPE OF CONTRACT

The Government will award a firm fixed priced construction contract.

5.0 PERIOD OF PERFORMANCE

All on-site work shall be complete within 90 days after award of contract. Period of performance to include preparatory work, approval of submittals and all on-site work – replacement of wire ropes and installation of safety access cage and ladder system.

Statement of Work - 3

5.1 Recognized Holidays

No work shall occur during Federal holidays.

January 1, 2017 New Year's Day January 2, 2017 New Year's Day (observed) January 16, 2017 Martin Luther King Day February 20, 2017 Presidents' Day May 29, 2017 Memorial Day July 4, 2017 Independence Day September 4, 2017 Labor Day October 9, 2017 Columbus Day November 10, 2017 Veterans Day (observed) November 11, 2017 Veterans Day November 23, 2017 Thanksgiving Day December 25, 2017 Christmas Day

5.2 Hours of Operations

The Contractor is responsible for conducting business, between the hours of 0700 – 1700 Monday through Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor shall at all times maintain an adequate workforce for the uninterrupted performance of all tasks defined within this SOW when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

5.3 Place of Performance

The work under this contract will be performed at Folsom Dam located at 7794 Folsom Dam Road, Folsom, CA 95630.

5.4 Security

A. Contractor Security Requirements

The contract solicitation may delineate any applicable specific Contractor security requirements. As such, Contractor personnel performing work under this contract shall meet the security requirements at the time of award, and must maintain the level of security required for the life of the contract. The Contractor shall coordinate access for personnel, materials, and equipment with the COR/OGR prior to mobilization on site.

The COR/OGR will escort Contractor personnel as necessary and will be at the work site any time the Contractor is on site. The COR/OGR will need the names, company names, position of each individual and dates and times each individual is expected on site at least five business days prior to any work conducted onsite.

B. Site Security Less any preliminary activities, the Government anticipates about 2-3 weeks on site to complete the installation work. Because of this short duration, Contractor storage areas

Statement of Work - 4 should not be required. Any material stored onsite shall be done so at the risk of the Contractor.

The Contractor shall be responsible for safeguarding all government equipment, information and property provided for Contractor use. At the close of each work period, government facilities, equipment, and materials shall be secured.

6.0 DELIVERABLES

The Contractor shall provide all labor, materials, equipment and permits necessary to complete the requirements outlined in this SOW and in Reclamation approved submittals. The items/deliverables that follow are effectively submittal/technical requirements to be provided/complied by the Contractor, and will require approval by the COR prior to any work starting on site.

6.1 Project Schedule

The Contractor shall provide a schedule showing the major elements of work and work breakdown structure that include submittals, preliminary site investigation, fabrication and lead time on materials, and the anticipated onsite work. Clearly show your approach regarding completion of all work and delineate the work associated with the wire ropes from the installation of the safety cage and ladder system, or overlap as applicable. Utilize MS Project, Primavera, or other industry standard program in developing schedule, but provide schedule in PDF format.

6.2 Site Specific Safety Plan and JHA

The Contractor shall submit a written safety plan covering all aspects of the onsite activities associated with the proposed work/contract. Indicate/show plan to support gate to facilitate removal of the wire ropes. As applicable, indicate use of portable cranes necessary to perform the work. Provide a detailed scaffolding plan as applicable in performing any work on the face of Folsom Dam. See Section 3 and Appendix B of Reclamation Safety and Health Standards (RSHS), October 2009, (http:://www.usbr.gov/ssle/safety/RSHS/rshs.html) for detailed requirements. In addition, the Contractor shall submit Job Hazard Analyses (JHAs), and the Contractor shall participate in joint JHA field meetings with Reclamation prior to the start of any onsite activities. See Sections 3 and 4 of the RSHS for specific requirements. No work shall proceed without an approved safety plan and JHA.

6.3 Product and Technical Data on New Wire Rope

The hoisting rope shall be of proper design and construction for crane service. The rated capacity load plus the load block weight divided by the number of parts of rope shall not exceed 20 percent of the published breaking strength of the rope. Provide length of rope sufficient to permit the required lift, plus two dead wraps at the drum, plus length for anchoring to drum. Match existing rope diameter, strands, number of wires per strand, and lay. The rope shall have an independent wire rope core and shall be pre-lubricated using the manufacturer’s recommended lubricant and lubrication process for wire ropes on outdoor B30.7 Base Mounted Drum Hoists. Provide the following per Attachment C and field verify as necessary to ensure all corroded/worn parts associated with the rope system are replaced:

Statement of Work - 5

a. Two 1-5/8” diameter, 6x36WS, Round, Galvanized, EIPS, Right Regular Lay, Preformed, IWRC Steel Ropes. Include rope certificate(s) with submittal.

b. Rope system rated connecting hardware (galvanized) includes but is not limited to spelter sockets and turnbuckles.

6.3.A Wire Rope Installation

The Contractor shall:

A. Remove the existing ropes, and prior to installation of new ropes, clean drums, blocks, hooks, etc. to remove grease, dirt, and debris. Inspect all sheaves and bearings for damage and proper operation.

B. Inspect drum hoist in accordance with ASME B30.7. Inspect block sheaves and bearings.

C. Reeve and terminate rope(s) in a manner identical to existing installations.

D. Allow proper set-in of the rope and associated equipment.

6.3.B Repair of Site to Pre-Construction Conditions

After completion of work, restore and repair all areas where construction activities negatively impacted the facilities. Contractor to perform a site assessment prior to mobilization to verify initial conditions. All restoration and repair activities at are the cost of the Contractor. Contractor to submit repair methods to the Government prior to implementation.

6.4 Product, Technical Data and Shop Drawings for Safety Access and Ladder System

The Contractor shall supply and install a safety access cage and ladder system per reference drawings in Attachment B. The safety access cage and ladder system to be provided starts at above the hoist deck (El. 477’) and continues downward to El. 461’ to El. 444’ and to the concrete landing at El. 428’. These reference drawings are a guide, but can be utilized to develop shop drawings for approval. The Contractor shall verify field conditions as necessary in developing shop drawings. Work includes but is not limited to installation of ladders, platforms, platform guardrails, platform grating, and guardrails on the concrete bulkhead gate platform for a complete system in providing safe access to areas below the TCD hoist platform. The Contractor shall remove and properly dispose of all debris such as wood to facilitate the work. See Attachment A for submittal requirements.

Note: Drawings included in Attachment B were designed to obsolete design codes. New design codes are to be used as indicated in Section 8.0 of this SOW. All installed items associated with safety access ladder and platform systems shall meet all applicable design codes for structural applications in California.

6.5 Water Pollution Control and Spill Prevention, Control, and Countermeasure (SPCC) Plan

See Attachment D for requirements.

Statement of Work - 6

6.6 Submittals

Section Title Submittal required Due date or delivery time Number of

Copies Required

6.1 Project Schedule Within 14 days after contract

award 2

6.2 Site Specific Safety Plan and

JHA

Must be approved prior to mobilization 2

6.3 Product and Technical Data on

New Wire rope and connecting hardware

Must be approved prior to mobilization 2

6.3B Repair of Site to Pre-construction Conditions (If Needed)

Must be approved prior to repair activities 2

6.4 Product, Technical Data and

Shop Drawings on Safety Access Cage and Ladder System

Must be approved prior to mobilization 2

6.5 Water Pollution Control and

Spill Prevention, Control, and Countermeasure (SPCC) Plan

Must be approved prior to mobilization 2

A-1 Ladder and Platform Safety Approval Drawings and Data

Must be approved prior to mobilization 2

A-2 Ladder and Platform Safety Manufacture’s Installation Instructions

Must be approved prior to installation 2

7.0 GOVERNMENT FURNISHED PROPERTY

See applicable information under 5.4 Security above. The Contractor shall be given an adequate work area, and parking shall be allowed on site as coordinated through the COR/OGR and upon approval of all submittals. Therefore, the TCD control gate and system will be turned over to the Contractor for repairs as outlined in this SOW and as coordinated and approved by the Government.

7.1 Services

The Government may provide brief instructions and orientation on operation of the TCD.

Existing Government cranes will not be available for use by the Contractor or Government personnel. Therefore, the Contractor shall provide any cranes required and provide qualified crane operators and certifications to the COR/OGR at least five days before any planned operations. Reclamation personnel may observe rigging and similar operations to ensure safety, and protection of equipment. The Contractor shall be expected to provide all qualified personnel, ladders, equipment, materials, etc. to facilitate completion of the work.

Statement of Work - 7

7.2 Facilities

The Government will provide an accommodating work area as indicated in Section 7.0 above.

7.3 Utilities

There will be no restroom facilities available at Folsom Dam. Assume that no potable water is available. Available 120VAC power should be available, but may not be at a location convenient to the Contractor. Extension cords and alike shall be provided by the Contractor.

7.4 Project Restrictions/Limitations

The work herein requires the Folsom Dam water elevation to be below 428’ as shown on drawing 485-D-2327. Typically, the reservoir draws down below this elevation in late summer and this continues through the fall. Therefore, it is anticipated that the work could occur from August through December. Unusual early rains or lack thereof could affect the aforementioned work window.

8.0 APPLICABLE PUBLICATIONS/STANDARDS/CODES

• Aluminum Association (AA) o AA ADM-105-2005 - Aluminum Design Manual

• American Institute of Steel Construction (AISC) o AISC 360-10 – Specifications for Steel Structural Buildings

• American Concrete Institute (ACI) o ACI 355.4-11, Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary o ACI 318-11, Building Code Requirements for Structural Concrete and

Commentary

• American National Standards Institute (ANSI) o ANSI A 14.3-2002 - Fixed Ladders - Safety Requirements

• American Society of Mechanical Engineers (ASME) o ASME B30.7 – Base Mounted Drum Hoists o ASME B18.2.1-1996(2005) - Square and Hex Bolts and Screws, Inch Series

• American Society of Civil Engineers (ASCE) o ASCE 7-10, Minimum Design Loads for Buildings and Other Structures

• American Welding Society, Inc. (AWS)

• ASTM International (ASTM) o For all material proposed to be used. List all ASTM designations on shop drawing approval submittal and as-built drawings. Submit manufacturer specification sheets for each item proposed indicating it meets ASTM designation, as applicable.

• Bureau of Reclamation (USBR) o USBR M-47 Guide to Concrete Repair, 2015.

• Code of Federal Regulations (CFR) o 40 CFR, Part 112 Oil Pollution Prevention o 29 CFR 1910 – Occupational Safety and Health Standards

• Federal Specifications (FS) o FS RR-W-410F - Wire Rope and Strand o FS RR-S-550D(1) - Sockets, Wire Rope

Statement of Work - 8

• International Coder Council (ICC) o IBC-15, 2015 International Building Code

• National Association of Architectural Metal Mfrs. (NAAMM)

• Public Law o Sections 311, 402, and 404 Clean Water Act (Public Law 92-500, as amended)

9.0 TASKS

The various tasks and technical requirements are outlined above and include, but are not limited to the Scope and Deliverables sections of this SOW. The Contractor shall provide all labor, materials, equipment and permits necessary to complete the requirements outlined herein and in Reclamation approved submittals. The Contractor shall be responsible to field verify measurements and any data, reports or reference drawings provided by Reclamation in completing all submittals requirements and achieving the objectives of this project. The Contractor shall be responsible for any damage to Reclamation facilities/equipment, and will pay for damages at their expense. The Contractor shall comply with all applicable Federal, State and Local laws and regulations. The ladder and platform designs shall meet the aforementioned applicable publications/standards/codes per structural applications designed and sealed by a California Professional Engineer.

10.0 CONTRACTOR PERFORMANCE ASSESSMENT

The COR will be the primary individual to monitor and/or assess the Contractor’s work, and will report any deficiencies to the CO as appropriate. The COR is responsible to ensure that all technical requirements of the contract and this SOW are met. As such, the COR may be asked to provide input to the CO regarding the Contractor’s performance during the course of the contract, and during the close-out phase in which the Contractor may receive a final evaluation of their work.

11.0 ATTACHMENTS

A. Safety Access Cage and Ladder System Metalwork Specifications.

B. Reference Drawings:

485-D-2318 – TCD Structural Steel Hoist Platform Details 485-D-2319 – Guardrail Miscellaneous Metalwork 485-D-2320 – Grating Miscellaneous Metalwork 485-D-2321 – TCD Structural Steel Guides 485-D-2323 – Ladders and Cages 485-D-2324 – Miscellaneous Platform Metalwork 485-D-2327 - TCD General Installation/Overview 485-D-2328 - Enclosure Structure – Installation and Details 485-D-2333 - Gates – Installation, Assembly and Operation 485-D-2334 – Lower Gate – Control Gate Details 485-D-2335 – Control Gate Details 485-D-2340 – Control Gate Hoist General Arrangement

Statement of Work - 9

40-D-7102 – Drawings Border, Sample Title Block, and Signature Lines

C. Existing Wire Rope Certificate, Spelter Socket and Turnbuckle Data.

D. Water Pollution Control and Spill Prevention, Control, and Countermeasure (SPCC) Specifications.

E. Photos.

END OF SECTION

Statement of Work - 10

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SOW No. 20-C0858 Folsom Dam M&I TCD Safety Measures

Attachment A - 1

ATTACHMENT A

LADDER AND PLATFORM SAFETY

PART 1 GENERAL

1.01 REFERENCE STANDARDS

A. See SOW Section 8.0.

1.02 SUBMITTALS

A. Submit the following in accordance with the SOW submittal requirements.

B. RSN A-1, Approval Drawings and Data:

1. Manufacturer’s shop drawings and product data.

2. Show dimensions, mounting attachments, materials, construction, and finish.

Note that part of the cage and ladder system will be inundated much of the year.

As such, corrosion resistance materials shall be specified for all materials such as hot dipping of the ladders, railings, platforms, and other materials as feasible.

Finish and type of materials utilized shall preclude any galvanic corrosion to the extent possible.

3. Provide structural calculations for platform system and anchorage into dam face sealed by a Professional Engineer.

4. Manufacturer’s certification that ladder meets ANSI A 14.3 and 29 CFR 1910.27 for fixed wall ladders and that platform meets 29 CFR 1910.23.

C. RSN A-2, Instructions:

1. Manufacturer’s installation instructions.

PART 2 PRODUCTS

2.01 DESIGN REQUIREMENTS

A. Attachment to dam face at location indicated on drawings.

B. Design loads in accordance with current International Building Code and ASCE 7.

C. Structural designs must be sealed by a licensed Professional Engineer.

D. Platform and Walk-thru railing to conform to 29 CFR 1910.23.

Attachment A - 2

2.02 LADDER

A. Fixed wall ladder with security door, having the following essential characteristics:

1. Conforms to ANSI A 14.3 and 29 CFR 1910.27.

2. Fixed wall ladder type with safety cage.

3. Maximum ladder height of 30-feet between platforms.

4. Fabricated from steel alloy.

5. Coating protection for corrosion resistance.

6. Rungs:

a. Raised button, serrated-edge, or metal bonded encapsulated grit surface.

b. 1-1/8-inch diameter.

c. Concentrated design load at center of rung, minimum: 300 pounds.

d. Rung length: 18 inches minimum.

B. Security Door:

1. Fabricate from steel alloy, 0.063-inch thick, minimum.

2. Steel sheet, 0.063-inch thick, minimum, or expanded metal.

3. Hinged and fabricated with hasps for padlocking.

4. Minimum length: 7 feet.

2.03 PLATFORM AND WALK-THROUGH RAILING

A. Fabricate from steel alloy.

B. Minimum of 24 inches wide by 30 inches long.

C. Grip strut floor and toe boards.

D. Railings: 1-1/2-inch diameter, round tube with cast aluminum railing fittings.

E. Suitable for concrete wall attachment between 60 to 90 degrees.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install in accordance with manufacturer’s instructions.

LAR M TA IOCE N

LAR M TA IOCE NLAR M TA IOCE N

ATTACHMENT C - EXISTING DATA

Attachment D - 1

ATTACHMENT D

WATER POLLUTION CONTROL AND OIL SPILL PREVENTION

PART 1 GENERAL

1.01 REFERENCE STANDARDS

A. See SOW Section 8.0.

B. ASTM International (ASTM)

1. ASTM D 2103-10 Polyethylene Film and Sheeting

1.02 SUBMITTALS

A. Submit the following in accordance with the SOW submittal requirements:

B. Spill Prevention, Control, and Countermeasure (SPCC) Plan:

1. Submit when SPCC Plan is required in accordance with 40 CFR, Part 112.

a. Generally, SPCC Plan required where location of action site is such that oil and oil products from accidental spillage could reasonably be expected to enter into or upon navigable waters of the United States or adjoining shorelines, and aggregate on site oil storage capacity is over 1,320 gallons.

Only containers with capacity of 55 gallons and greater are included in determining onsite aggregate storage capacity.

2. Reviewed and certified by a registered professional engineer in accordance with 40 CFR, Part 112, as required by section 311 of the Clean Water Act (Public Law 92-500 as amended).

1.03 REGULATORY REQUIREMENTS

A. Construction Safety Standards:

1. Comply with sanitation and potable water requirements of Section 7 of RSHS.

2. Comply with Federal, State, and local regulations for oil-spill and control regulations.

B. Laws, Regulations, and Permits:

1. Perform construction operations to comply, and ensure subcontractors comply, with:

a. Applicable Federal, State, and local laws, orders, regulations, and Water Quality Standards concerning control and abatement of water pollution;

and terms and conditions of applicable permits issued by permit issuing authority.

Attachment D - 2

b. If conflict occurs between Federal, State, and local laws, regulations, and requirements, the most stringent shall apply.

C. Contractor Violations:

1. If noncompliance should occur, immediately (verbally) report noncompliance to the CO. Submit specific written information within 2 days.

2. Violation of applicable Federal, State, or local laws, orders, regulations, or Water Quality Standards may result in the CO stopping site activity until compliance is ensured.

3. The Contractor shall not be entitled to extension of time, claim for damage, or additional compensation by reason of such a work stoppage.

4. Corrective measures required to bring activities into compliance shall be at the Contractor's expense.

PART 2 PRODUCTS

2.01 MATERIALS

A. Oil Spill Prevention

1. Polyethylene Sheeting: ASTM D 2103.

a. Thickness: 6 mils, minimum.

PART 3 EXECUTION

3.01 POLLUTION CONTROLS

A. Control pollutants by use of sediment and erosion controls, wastewater and stormwater management controls, construction site management practices, and other controls including State and local control requirements.

B. Construction Site Management:

1. Contractor construction operations:

a. Perform construction activities by methods that will prevent entrance, or accidental spillage, of solid matter, contaminants, debris, or other pollutants or wastes into streams, flowing or dry watercourses, lakes, wetlands, reservoirs, or underground water sources.

1) Pollutants and wastes include, but are not restricted to: refuse, garbage, cement, sanitary waste, industrial waste, hazardous materials, radioactive substances, oil and other petroleum products, aggregate processing tailings, mineral salts, and thermal pollution.

2. Petroleum product storage tanks management:

Attachment D - 3

a. Place oil or other petroleum product storage tanks at least 20 feet from streams, flowing or dry watercourses, lakes, wetlands, reservoirs, and any other water source.

b. Do not use underground storage tanks.

c. Construct storage area dikes at least 12 inches high or graded and sloped to permit safe containment of leaks and spills equal to storage tank capacity located in the area plus sufficient freeboard to contain the 25-year rainstorm.

1) Line diked areas with an impermeable barrier at least 50 mils thick.

d. Areas for refueling operations: Lined with impermeable barrier at least 10 mils thick covered with 2 to 4 inches of soil.

3.02 ONSITE SPILL PREVENTION

A. Contractor is responsible for spills or leaks during performance of this contract which occur as a result of, or are contributed to by the actions of the Contractor’s agents, employees, or subcontractors.

B. Perform following before draining and transferring oil or removing bushing operations:

1. Place polyethylene sheeting below barrels, hoses, and connections used for draining oils.

2. Overlap, triple-fold, and tape adjoining sheets to trap spilled oil and to not contaminate surfaces.

3. Inspect hoses and gaskets used for pumping for holes, cracks or deterioration.

Inspect fittings for proper connections. Repair or replace damaged hoses, gaskets, and fittings to COR’s satisfaction.

4. Place drip pans under pumps and connections.

5. Place pumps and hoses so they are not a tripping hazard.

6. Have available onsite sorbent materials and cleanup equipment. Includes but not limited to the following:

a. Shovels.

b. Brooms.

c. Department of Transportation recovery drums.

d. Rags.

e. Vermiculite, minimum: 50 pounds.

f. Sorbent booms and sorbent pads.

g. Solvents.

C. Monitor pumping operations at all times.

Attachment D - 4

3.03 SPILLS OR LEAKS

A. Stop source of spill or leak.

B. Stop migration of spill or leak.

C. Place berm of sorbent material around perimeter of spill.

D. Solidify free standing oil.

3.04 REPORTING

A. Report spills or leaks, regardless of quantity, to COR within 4 hours of their discovery.

B. Make follow-up written report to COR not later than 7 days after initial report. Include in a narrative form, as a minimum, the following:

1. Description of item spilled. Include identity, quantity, manifest number.

2. Whether or not amount spilled is EPA or State reportable. If so, when it was reported.

3. Exact time and location of spill including a description of the area involved.

4. Containment procedures initiated.

5. Summary of communications with media or Government officials other than

COR.

6. Description of clean-up procedures employed or to be employed at the site.

C. Disposal location and methods.

3.05 CLEANUP

A. Clean up spills or leaks to satisfaction of COR and in a manner that complies with applicable Federal, State, and local laws and regulations.

B. Pump spills not practical for solidifying into Department of Transportation drums. Label and date drums.

C. Place contaminated porous solids; such as, but not limited to; soil, asphalt, wood, and paper into Department of Transportation removable head drums. Label and date drums.

D. Decontaminate non-porous materials using a solvent, such as xylene, toluene, hexane, or kerosene. Place rags and solvents used in decontamination in Department of Transportation removable head drums. Label and date drums.

E. If spill exceeds onsite control and cleanup capabilities, hire outside subcontractor specializing in environmental cleanup to perform cleanup.

Attachment D - 5

F. For cleanup operations, document extent of spill, effectiveness of cleanup operations, and point in time when the environment has been decontaminated as approved by COR.

G. Perform cleanup at no additional cost to Government.

3.06 DISPOSAL

A. Handle and dispose of spilled or leaked materials in accordance with applicable Federal, State, and local regulations.

Attachment D - 6

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Attachment E - 1

ATTACHMENT E - PHOTOS

Photograph 1 – Access to work site through Administration and Industrial Security Zones.

Attachment E - 2

Photograph 2 – Access and fences.

Attachment E - 3

Photograph 3 – Access to Hoist and Hoist Platform.

Attachment E - 4

Photograph 4 – Hoist and Hoist Platform.

Attachment E - 5

Photograph 5 – Rusted Wire Rope at Lower Platform.

Attachment E - 6

Photograph 6 – Rusted Wire Rope at Lower Platform.

Attachment E - 7

Photograph 7 – Wire Rope Attachment to Gate, typical

Cut through skinplate here, if desired

Solicitation No. R16PS01169 Specifications No. 20-C0858

D-1

SECTION D - PACKAGING AND MARKING

There are no clauses in this section.

E-1

SECTION E -- INSPECTION AND ACCEPTANCE

Clause

Title

Date

52.246-12

Inspection of Construction

AUG 1996

F-1

SECTION F - DELIVERIES OR PERFORMANCE

52.242-14

Suspension of Work

APR 1984

52.211-10

COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK

The Contractor shall be required to

(a) commence work under this contract within 7 calendar days after the date the Contractor receives the notice to proceed,

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than 90 calendar days after the date the Contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES – CONSTRUCTION SEP 2000

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,700 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

G-1

SECTION G - CONTRACT ADMINISTRATION DATA

G.1 This contract shall be administered by the Mid-Pacific Regional Office, 2800 Cottage Way, Sacramento, California 95825-1898.

G.2 WBR

1452.242-80 POSTAWARD CONFERENCE—BUREAU OF RECLAMATION JUL 1993

(a) Prior to the Contractor starting work, a post-award conference (as described in FAR Subpart 42.5), will be convened by the contracting activity or contract administration office. The Contractor's Project Manager shall attend the conference. If the contract involves subcontractors, a representative of each major subcontractor is also required to attend.

(b) The conference will be held at the Mid-Pacific Regional Office, 2800 Cottage Way, Sacramento, California 95825-1898.

(c) The Contracting Officer and the Contractor will agree to the date and time of the conference after award of the contract. In event of a conflict in schedules, the Contracting Officer shall establish the date for the conference.

(d) The Contractor shall include any associated costs for attendance at the conference, in its offer.

G.3 DIAR 1452.201-70 AUTHORITIES AND DELEGATIONS SEP 2011

(a) The Contracting Officer is the only individual authorized to enter into or terminate this contract, modify any term or condition of this contract, waive any requirement of this contract, or accept nonconforming work.

(b) The Contracting Officer will designate a Contracting Officer's Representative (COR) at time of award. The COR will be responsible for technical monitoring of the contractor's performance and deliveries. The COR will be appointed in writing, and a copy of the appointment will be furnished to the Contractor. Changes to this delegation will be made by written changes to the existing appointment or by issuance of a new appointment.

The COR will be named at time of award.

(c) The COR is not authorized to perform, formally or informally, any of the following actions:

(1) Promise, award, agree to award, or execute any contract, contract modification, or notice of intent that changes or may change this contract;

(2) Waive or agree to modification of the delivery schedule;

(3) Make any final decision on any contract matter subject to the Disputes Clause;

(4) Terminate, for any reason, the Contractor's right to proceed;

(5) Obligate in any way, the payment of money by the Government.

(d) The Contractor shall comply with the written or oral direction of the Contracting Officer or authorized representative(s) acting within the scope and authority of the appointment memorandum. The Contractor need not proceed with direction that it considers to have been issued without proper authority. The Contractor shall notify the Contracting Officer in writing, with as much detail as possible, when the COR has taken an action or has issued direction (written or oral) that the Contractor considers to exceed the COR's appointment, within 3 days of the occurrence. Unless otherwise provided in this contract, the Contractor assumes all costs, risks, liabilities, and consequences of performing any work it is directed to perform that falls within any of the categories defined in paragraph (c) prior to receipt of the Contracting Officer's response issued under paragraph (e) of this clause.

(e) The Contracting Officer shall respond in writing within 30 days to any notice made under paragraph (d) of this clause. A failure of the parties to agree upon the nature of a direction, or upon the contract action to be taken with respect thereto, shall be subject to the provisions of the Disputes clause of this contract.

(f) The Contractor shall provide copies of all correspondence to the Contracting Officer and the COR.

G-2

(g) Any action(s) taken by the Contractor, in response to any direction given by any person acting on behalf of the Government or any Government official other than the Contracting Officer or the COR acting within his or her appointment, shall be at the Contractor's risk.

G.4 DOI-AAAP 0028 ELECTRONIC INVOICING AND PAYMENT

REQUIREMENTS - INVOICE PROCESSING PLATFORM

(IPP) – TREASURY ELECTRONIC INVOICING SYSTEM

(APR 2013)

Payment requests must be submitted electronically through the U. S. Department of the Treasury's Invoice Processing Platform System (IPP).

"Payment request" means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions - Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice (Section J – Attachment No. 4 “Invoice Related Documents”)

a. Construction Invoice

b. Monthly Certificate of Labor Conformance

c. Subcontractor / Supplier Payment Summary

The Contractor shall attach/upload an electronic copy of the invoice to the IPP invoice submittal. The Contractor shall also submit an electronic copy of the IPP invoice to the attention of the Contracting Officer at ecelik@usbr.gov once the IPP invoice has been submitted.

Invoices must be submitted via IPP in order to be properly processed within the payment terms set forth under this contract.

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contact (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) prior to the contract award date, but no more than 3 - 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email ippgroup@bos.frb.org or phone (866) 973-3131.

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.must be submitted via IPP in order to be properly processed within the payment terms set forth under this contract.

H-1

SECTION H - SPECIAL CONTRACT REQUIREMENTS

H.1 DIAPR 2000-1 – NON DISCRIMINATION NOTICE TO U.S. DEPARTMENT OF THE INTERIOR

CONTRACTORS, SUBCONTRACTORS, AND LESSORS (DEC 1999)

Based upon law, Executive Order, or internal policy, the Department of the Interior prohibits discrimination in the workplace, including sexual harassment, based on race, color, national origin, sex, religion, disability, age, or sexual orientation. The Department urges its contractors, subcontractors and lessors to develop and enforce comprehensive anti-discrimination policies for their places of work.

H.2 ET 02-20 AUTHORIZED WORKERS NOTICE TO POTENTIAL BUREAU OF RECLAMATION

CONTRACTORS (SEP 2002)

(a) Definitions.

IRCA - Immigration Reform and Control Act of 1986 INA - Immigration and Nationality Act INS - Immigration and Naturalization Service SSA - Social Security Administration INS SAVE Program - The INS Systematic Alien Verification for Entitlements Program ESA - Employment Standards Administration (Department of Labor)

(a) Authority. Immigration Reform and Control Act of 1986 (8 USC 1101 as amended) and the Immigration and Nationality Act, Section 274A.

(b) Who is Covered. INA includes provisions addressing employment eligibility, employment verification, and nondiscrimination. These provisions apply to all employers, including government contractors.

(c) Basic Provisions/Requirements. Under IRCA, employers may hire only persons who may legally work in the U.S., i.e., citizens and nationals of the U.S. and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (I-9). Employers must keep each I-9 on file for at least three years, or one year after employment ends, whichever is longer. Detailed guidance on the I-9 is available at the INS web site:

http://uscis.gov/graphics/services/employerinfo/index.htm

(d) Employment Verification Pilot Programs. The INS and the SSA are conducting the following programs that provide employers a way to confirm the employment eligibility of their newly hired employees. Any employer located in a pilot state may volunteer to participate in a pilot program. If employers are not located in a pilot state, they would verify employment eligibility by following the procedures currently in place, i.e., by completing Form I- 9.

(1) The Basic Pilot is a joint pilot being conducted by the INS and SSA in the States of California, Florida, Illinois, Nebraska, New York, and Texas. This pilot involves verification checks of the SSA and INS databases of all newly hired employees, regardless of citizenship. To receive information on the Basic Pilot program please call the INS SAVE Program toll free at 1-888-464-4218, or fax your request for information to (202) 514-9981, or write to USINS, SAVE Program, 425 I Street, NW, ULLICO Building 4th Floor, Washington, DC 20536. You may also contact the Social Security Administration by calling (410) 966-1940, or writing to Social Security Administration, Office of Program Benefits Policy, 6401 Security Blvd., 760 Altmeyer, Baltimore, MD 21235.

(2) The INS is conducting the Citizen Attestation Pilot in the States of Arizona, Maryland, Massachusetts, Michigan, and Virginia. The Citizen Attestation Pilot permits participating employers to electronically verify the employment eligibility of newly hired alien employees by using a personal computer with a modem. To receive information on the Citizen Attestation Pilot program please call the INS SAVE Program toll free at 1-888-464-4218, or fax your request for information to (202) 514-9981. Employers may also write to US/INS, SAVE Program, 425 I Street, NW, ULLICO-4th Floor, Washington, DC 20536.

(3) The INS and the SSA are conducting the Machine-Readable Document Pilot in the State of Iowa. The Machine- Readable Document Pilot is identical to the Basic Pilot in all respects, except for the geographic scope of the pilot http://uscis.gov/graphics/services/employerinfo/index.htm

H-2 and for one additional feature. If an employee presents an Iowa's driver's license or identification card containing a machine-readable SSN, the employer will make an inquiry through the confirmation system by using the machine-readable feature. To receive information on the Machine-Readable Document Pilot program please call the INS SAVE Program toll free at 1-888-464-4218, or fax your request for information to (202) 514-9981. You may also write to US/INS, SAVE Program, 425 I Street, NW, ULLICO-4th Floor, Washington, DC 20536.

(e) Employee Rights. The INA protects U.S. citizens and aliens authorized to accept employment in the U.S. from discrimination in hiring or discharge on the basis of national origin and citizenship status.

(f) Compliance Assistance. More detailed information, including copies of explanatory brochures and regulatory and interpretative materials, may be obtained from local offices of the Department of Labor's Employment Standards Division, Wage and Hour Division, and the Office of Federal Contract Compliance Programs.

(g) Penalties/Sanctions. Employers who fail to complete and/or retain the I-9 forms are subject to penalties. The INS enforces the INA requirements on verification of employment eligibility. The Justice Department enforces the anti-discrimination provisions. As part of their ongoing enforcement efforts, the ESA's Wage and Hour Division and Office of Federal Contract Compliance Programs conduct inspections of the I-9 forms. They report their findings to the INS and to the Department of Justice when they find cases of disparate treatment or unauthorized employment. A debarring official may debar a contractor, based on a determination by the Attorney General of the United States, or designee, that the contractor is not in compliance with the INA. The Attorney General's determination is not reviewable in the debarment proceedings.

I-1

SECTION I - CONTRACT CLAUSES

52.252-02

CLAUSES INCORPORATED BY REFERENCE

FEB 1998

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil/vfdiara.htm (DIAR 1452.XXX-XX formatted clauses) http://farsite.hill.af.mil/vffara.htm (FAR 52.XXX-XX formatted clauses)

52.202-01

Definitions

NOV 2013

52.203-03

Gratuities

52.203-05

Covenant Against Contingent Fees

MAY 2014

52.203-06 Restrictions on Subcontractor Sales to the Government SEP 2006 52.203-07

Anti-Kickback Procedures

52.203-08

Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity

52.203-10

Price or Fee Adjustment for Illegal or Improper Activity

52.203-12

Limitation on Payments to Influence Certain Federal Transactions

OCT 2010

52.203-17

Contractor Employee Whistleblower Rights and Requirement to Inform Employees of Whistleblower Rights

APR 2014

52.204-04

Printing/Copying Double-Sided on Recycled Paper

MAY 2011

52.204-07

System for Award Management

JUL 2013

52.204-10

Reporting Executive Compensation and First-Tier Subcontract Awards

OCT 2015

52.204-13

System for Award Management Maintenance

52.204-14

Service Contract Reporting Requirements

JAN 2014

52.204-16

Commercial and Government Entity Code Reporting

JUL 2015

52.209-06

Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment

52.214-29

Order of Precedence – Uniform Contract Format – Sealed Bidding

JAN 1986

52.219-08

Utilization of Small Business Concerns

OCT 2014

52.219-14 Limitations on Subcontracting NOV 2011

52.219-27

Notice of Service-Disabled Veteran-Owned Small Business Set- Aside

NOV 2011

52.219-28

Post-Award Small Business Program Representation

I-2

52.222-03

Convict Labor

JUN 2003

52.222-04 Contract Work Hours and Safety Standards Act-Overtime Compensation

52.222-06

Construction Wage Rate Requirements

52.222-07

Withholding of Funds

52.222-08

Payrolls and Basic Records

52.222-09

Apprentices and Trainees

JUL 2005

52.222-10

Compliance with Copeland Act Requirements

FEB 1988

52.222-11

Subcontracts (Labor Standards)

52.222-12

Contract Termination – Debarment

52.222-13

Compliance with Construction Wage Rate Requirements and Related Regulations

52.222-14

Disputes Concerning Labor Standards

FEB 1988

52.222-15

Certification of Eligibility

52.222-21

Prohibition of Segregated Facilities

APR 2015

52.222-26

Equal Opportunity

52.222-27

Affirmative Action Compliance Requirements…