Amendment_0004_Sol_R17PS00648.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE Page of Pages

2. AMENDMENT/MODIFICATION

3. EFFECTIVE DATE

07/25/2017

4. REQUISITION/PURCHASE NO. 5. PROJECT NO.

6. ISSUED BY CODE: 00020

Department of the Interior Bureau of Reclamation/Mid-Pacific Region Office 2800 Cottage Way Sacramento, California 95825-1898

7. ADMINISTERED BY CODE: 00020

Department of the Interior Bureau of Reclamation/Mid-Pacific Region Office 2800 Cottage Way Sacramento, California 95825-1898

8. NAME AND ADDRESS OF CONTRACTOR

X

9A. AMENDMENT OF SOLICITATION NO.

R17PS00648

9B. DATED (SEE ITEM 11)

07/05/2017

10A. MODIFICATION OF CONTRACT NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of offers () is extended (X) is not extended.

Offerors must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS, IT MODIFIES THE CONTRACT/ORDER NO. AS

DESCRIBED IN ITEM 14

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO:

THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT/ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor ( ) is not, ( ) is required to sign and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible) The Solicitation cited in block 9A above is hereby amended

A) Title: Install K12 Rated Vehicle Barriers at Keswick, Shasta and Trinity Power Plants is hereby amended.

B) Purpose: The purpose of this amendment is to

1) incorporate revision to Attachment 1 – General Decision and add Attachment 7

2) Remove and replace page J-1 List Documents, Exhibits and other Attachments

3) incorporate revised Section C - Specifications

C) Description: This amendment hereby incorporates the following:

1) Remove and replace Attachment 1 – General Decision Number: CA170009

2) Remove and replace page J-1

3) Add Attachment 7 – Pre-Bid Questions and Responses

4) Remove and replace Section C in its entirety (changed sections are identified with a line in the left margin)

The contractor shall acknowledge this amendment by following one of the methods mentioned in item 11 above.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (TYPE OR PRINT) 16A. NAME AND TITLE OF CONTRACTING OFFICER

ERIM CELIK

Contracting Officer

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

NSN 7540-01-152-807030-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

MICROSOFT WORD VERSION

0040334559

Solicitation No. R17PS00648 Amendment 0004 Install K12 Rated Vehicle Barriers at Keswick, Shasta and Trinity Power Plants

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

Attachment Number List of Documents, Exhibits, and other Attachments

1 General Decision Number: CA170009 07/07/2017 CA9

2 Limitations on Subcontracting

3 Offeror Responsibility Information

4 Section G - RAC 15-13 Invoicing Documents

5 Site Visit Sign in sheet

6 Shasta 6A and Keswick & Trinity 6B Drawings

7 Pre-Bid Questions and Responses

J-1

Shasta and Trinity River Divisions, Central Valley Project California.

Solicitation No. R17PS00648 Amendment 0004

SECTION C - SPECIFICATIONS

Statement of Work

Install K12 Rated Vehicle Barriers at Keswick, Shasta and Trinity Power Plants

DEFINITIONS

CO: Contracting Officer

COR: Contracting Officer Representative

NCAO: Northern California Area Office

OGR: Onsite Government Representative

Reclamation: United States Bureau of Reclamation

1. STATEMENT OF WORK

The work requires to furnish and install of 3 new complete automated vehicle barrier systems linked to associated monitoring/alarm/notification system. The (2) existing pop-up barriers at Trinity Dam and Keswick Dam are past their useful lives. The intent is to replace the existing pop-up barriers with a K12 Rated Dropdown Arm Barrier.

The Shasta existing barrier (next to the Guard Office) is a K4 rated barrier. The intent is to replace the existing barrier with a K12 rated barrier.

Work under this contract shall include the design, procurement, installation, testing and commissioning of the vehicle barrier systems with a Department of State SD-STD- 02.01, Revision A rating of K12 or ASTM F 2656-07 rating of M50.

Security Statement, Compliance Memo and Guidelines Information Marking and Safeguarding: All information (drawings, data, text, photos, etc.) received or produced under this contract shall be treated in accordance with Reclamation Directive and Standard SLA 02-01 “identifying and Safeguarding FOR OFFICIAL USE ONLY (FOUO) Information. A copy of the memorandum is available upon request via the Contracting Officer or at the following address:

Solicitation No. R17PS00648 Amendment 0004 http://www.usbr.gov/recman/sle/SLE02-01.pdf

All information Drawings, designs, specifications, and other engineering data related to specific security systems or measures associated with this contract shall be designed as “Highly Sensitive-For Official Use Only”.

The Contractor shall submit a memo, indicating that the Contractor is aware of the requirements of DS SLE 02-01 and the Contractor’s agreement to comply with those requirements and enforce the compliance of its employees and subcontractors with those requirements.

No photography by Contractor shall be permitted during the execution of this contract without the permission of the Contracting Officer (CO) or Contracting Officer’s Representative (COR). All photographs taken by the Contractor shall be submitted to Reclamation’s Security, Safety and Law Enforcement Office (SSLE) site security officer for acceptance prior to any release for distribution of those photographs. The Contractor shall not release any information relating to the services, materials or equipment furnished under this contract to any public information source without first submitting such release to Reclamation SSLE for review and acceptance. The Site Supervisor shall coordinate with Reclamation’s On-Site Security and Facility Managers to determine the facility-specific requirements for site-access, Contractor identification and badging, etc. The Contractor shall comply with the local site access security requirements.

http://www.usbr.gov/recman/sle/SLE02-01.pdf

Solicitation No. R17PS00648 Amendment 0004

All requirements listed below pertain to each of the 3 new barrier systems at Shasta, Trinity and Keswick Dams.

1.1. System Requirements

1.1.1. Raising and lowering of the vertical drop arm barriers shall be controlled remotely from existing central security control room utilizing AMAG V.7 security software, and at the barrier location from currently installed Javelin card reader mounted on appropriate pedestal.

1.1.2. System shall provide reliable operation in a thermal environment ranging from -29°C (-20°F) to 60°C (140°F)

1.1.3. Barrier Gate shall be capable of being operated at a minimum of 200 full cycles per day, 365 days per year.

1.1.4. Nominal height of the Barrier shall be a minimum of 0.86 meter (m) (34 inches) above the roadway surface when fully deployed.

1.1.5. The clear opening (roadway) to be controlled by the active barrier shall be determined at time of Contractor pre bid site visit.

1.1.6. The depth of excavation required to install the barrier system shall be determined by manufacturer’s suggested foundation design.

1.1.7. No control lines or power lines critical to the normal operation of the system shall be exposed or readily accessible.

1.1.8. Barrier and auxiliary equipment shall have the same characteristics as Delta Scientific model DSC7000(H) or similar. Auxiliary equipment shall include the following: master control panel with reset and overdrive single lane control, barricade fully up auxiliary limit switch, barrier system heater, emergency manual operating system hand pump, power unit mounted electrical disconnect, oil reservoir heater 200w (for Trinity Barrier only), stop go signal lights 120v LED, digital loop detector (dual relay version power resumption switch), detector harness 11 PIN Delta Scientific assembly or similar.

Basic system to include hydraulic power system, one set of hydraulic interconnect lines/barricades 50ft. ea., hinged, rigid beam assembly, latch end post, mounting hardware, surge and lightning protection, standard white/yellow paint.

1.1.9. All above-grade mechanical equipment shall be mounted in a weather-resistant, steel enclosure with a minimum ¼-inch wall thickness.

Enclosure doors shall have continuous geared hinge latching points at top and bottom of each door, and shrouded heavy-duty hasp(s) to secure door with Government-supplied padlock. Finish to be powder coated- white.

Solicitation No. R17PS00648 Amendment 0004

1.1.10. Keypad card reader for control of barrier is currently located at the barrier and is affixed to an existing ADA dual gooseneck pedestal (Shasta barrier only, Trinity and Keswick Dams have single goose neck). Contractor shall utilize existing Javelin proximity card reader made by AMAG Symmetry.

1.1.11. All enclosures, field distribution boxes, etc. shall comply with NEMA 4X (IEC IP65) rating requirements. All devices shall terminate on terminals strips. The connection points shall be clearly identified and coded to the applicable drawing(s).

1.1.12. Power Source: Available power. All equipment installed cannot exceed the available power.

1.1.12.1 Trinity

(1) 40 amp 240V/1/60 circuit (pump/motor)

(1) 15 amp 120V/1/60 circuit (heater)

(1) 15 amp 120V/1/60 circuit (control)

1.1.12.2 Keswick

(1) 20 amp 240V/1/60 circuit (pump/motor)

(1) 20 amp 120V/1/60 circuit (control)

1.1.12.3 Shasta

(1) 20 amp 240V/1/60 circuit (pump/motor)

(1) 15 amp 120V/1/60 circuit (control)

1.1.13. Buried Fiber Optics:

At Shasta Dam, hand digging will be required to expose nearby fiber optics near the north foundation pedestal for the new drop arm gate.

Onsite Government Representative (OGR) to coordinate prior to demo and general excavations for that area. Fiber optics is incased in plastic conduit without a tracer wire.

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1.1.14. Access Control Devices-Smart Card

The system monitoring and management system shall be based on existing AMAG V.7 hardware and software. The existing access control system is compliant with the requirements of GSC-IS 2.2 (or most recent version). The Contractor shall be required to demonstrate barrier compatibility and use with currently installed AMAG V.7 access control system to include Javelin keypad proximity reader made by AMAG Symmetry Inc.

1.1.15. Barrier Monitoring System

The barrier system shall include monitoring, alarming, and transmission of system status. This shall include but not be limited to:

• Barrier system status (raised, lowered)

• Barrier system shall be tamper resistant including anti tamper switches and alarms access panels, field distribution boxes, etc.

• Loss of signal between barrier sensors and security control panel

• Barrier auxiliary limit switch activation The barrier monitoring system shall be installed at a location to be determined during Contractor pre bid site visit in NEMA 4X steel cabinet with tamper switches and access keypad/card reader.

Existing site fiber optic line or category 6 connection and site voltage shall be made available for Contractor connection to Contractor-installed barrier monitoring system.

Barrier Monitoring System Functional Requirements

1.1.15.1. The barrier monitoring system shall connect to an existing security control panel which receives, evaluates and communicates alarm and trouble signals from the barrier monitoring system. This control panel communicates to a Windows 2008R2 OS server by Ethernet connection. The existing server includes a keyboard, LCD monitor, an uninterruptible power supply, and a power-ventilated dustproof cabinet for the server and its accessories. The server shall include the AMAG Symmetry software necessary to monitor and control the AMAG access controller. The Contractor shall work with the system administrator to provide programming to integrate the access controller with the Windows 2008R2 server.

1.1.15.2. The barrier shall be supplied with a limit switch to actuate when the barrier system is fully raised. The limit switch shall be tied to manufacturer supplied telemetry which will send a

Solicitation No. R17PS00648 Amendment 0004 signal to the remote security panel for evaluation as either an authorized or unauthorized access.

1.1.15.3. Tamper detection devices (minimum of one tamper-detect device for each exposed face, or equal) shall be provided on all exposed distribution panels and maintenance/inspection access points. Unauthorized opening of any panel or device access shall send an alarm/system fault to the barrier monitoring system security control panel.

1.1.15.4. Replacement barrier shall be capable of interconnecting with AMAG Symmetry monitoring system and supplying the same functionality and telemetry as the original barrier.

1.1.15.5. The barrier monitoring system circuitry (to include control circuitry, tamper switches, barrier position indicators, and telemetry) shall be self-monitoring. System shall be capable of detecting the cutting and/or shorting of conductor or terminal devices and upon detection of tampering with circuitry shall send a system fault alarm to an interface with the barrier monitoring system security control panel. The loop system will activate to keep drop arm raised if a vehicle trips the loop system.

1.1.15.6. The barrier monitoring system shall receive alarm and trouble signals from the barrier system, convert the received signals into at least 4 distinct verbal messages indicating the cause of the alarm/trouble state, and transmit those messages via Ethernet to a central monitoring station.

1.1.15.7. The Contractor shall utilize existing NEMA 4 panel

identified for installation of the security control panel, with intrusion detection tied to and meeting the same requirements as the balance of the barrier monitoring system.

1.2. Design and Specification Package

The Contractor shall provide all engineering and design services needed for the installation and operation of the security barriers, including the connection with existing subcomponents, testing and commissioning of all system components and supporting infrastructure. The Contractor shall submit the Design and Specifications Package for review and acceptance by the Bureau of Reclamation. The contractor shall submit a Final Design for review.

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1.2.1 Installation Drawings

The Contractor shall provide installation drawings. The manufacturer’s stock drawings may be used as the basis for details and general information, however, all drawings shall include site specific modifications and details showing actual site conditions based on the site survey data.

As a minimum, the Installation Drawings shall include:

a. Site layout- General layout including any buried conduit or wiring as part of the installation.

b. Barrier Layout Drawings and Details- Site specific plans showing location of barriers. Drawings shall identify all equipment, material, hardware, software, and installation requirements including mounting details.

Contractor’s design shall conform to all applicable codes and ordinances. All electrical design, including the sizing and placement of conduit, raceways and conductors, shall be in accordance with NFPA 70: National Electrical Code, current version, unless local codes establish more stringent requirements.

Drawings - to include, but not be limited to:

Bill of Materials Manufacturer’s drawings Conduit layout and sizing Wire and cable layout and sizing Point-to-point wiring Equipment layout including buried components Design of equipment cabinets

Details of connections to power sources, including power supplies and grounding Details of surge and lightning protection device installation Asphalt paving of barrier site after installation.

Buried electrical cables including existing cables if exposed.

1.3. Testing

Test procedures shall explain in detail, step-by-step actions and expected results, demonstrating compliance with the requirements specified. Test reports shall be used to document results of the tests. The Contractor shall provide personnel, equipment, instrumentation, and supplies necessary to perform testing. Written notification of planned testing shall be given to the Government at least 7 days prior to the test; notice shall not be given until after the Contractor has received written approval of the specific test procedures.

Solicitation No. R17PS00648 Amendment 0004

Reports shall be delivered to the Government within seven days after completion of each test.

1.3.1. Contractor's Field Test And Report

Ground rods installed by the Contractor shall be tested as specified in Institute of Electrical and Electronics Engineers, Incorporated (IEEE) Standard No. 142. The Contractor shall deliver to the Government a report describing results of functional tests, diagnostics, and calibrations, including written certification that the installed complete system has been calibrated, tested, and is ready to begin performance verification testing. The report shall also include a copy of the approved performance verification test procedure.

1.3.2. Performance Verification Test (PVT) Procedures, Testing, And Report

The Contractor shall prepare test procedures and shall deliver the test procedures to the Government for approval. The final PVT report shall be delivered after completion of the performance verification test. The Contractor shall demonstrate with a PVT that the completed system complies with the contract requirements. Using approved test procedures, all physical and functional requirements of the installation shall be demonstrated and shown. The PVT, as specified, shall not be started until after receipt by the Contractor of written permission from the Government, based on acceptance of the Contractor's Field Test Report. The PVT report shall include certification of successful completion of testing as specified in “Contractor's Field Testing and Report”. The Government may terminate testing at any time when the system fails to perform as specified. Upon termination of testing by the Government or by the Contractor, the Contractor shall identify all failures, determine causes of all failures, and repair all failures. When repairs are complete, the Contractor shall demonstrate that all failures have been corrected by performing the appropriate portions of the PVT.

Upon successful completion of the PVT, the Contractor shall deliver test reports and other documentation as specified to the Government.

1.4. Operator and Maintenance Manual

The operator's manual shall fully explain all procedures and instructions for the operation of the system. The maintenance manual shall include descriptions of maintenance for all equipment including inspection, periodic preventive maintenance, fault diagnosis, and repair or replacement of defective components. Maintenance manual shall include as-built drawings of the barrier system detailing all system components and their inter-connections. Manual shall include full schematic diagrams with wire designations, symbols and notes for all control, monitoring, telemetry and power systems.

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1.5. Training of Government Personnel

The Contractor shall provide (8 hours) of training of installed equipment to Government employees with (20) sets of training manuals with troubleshooting guides as a part of this task.

1.6. Final Acceptance

Final acceptance of system and beginning of warranty period will follow successful performance verification and acceptance by Reclamation’s Security, IT Staff and CO.

2. SAFETY AND HEALTH PLANS

2.1. References

Bureau of Reclamation (Reclamation)

RSHS Reclamation Safety and Health Standards, 2009 Edition http://www.usbr.gov/ssle/safety/RSHS/rshs.html

2.2. Safety Submittals

In addition to the supply and installation of the subject barrier system, the following submittals and deliverables shall be provided to the Government by the Contractor.

Unless provided otherwise in the specifications, the Government will require 21 calendar days for review of each submittal or resubmittal furnished by the Contractor for approval. The review period will be measured from the date of receipt of a submittal by the Government to the date of the response letter back to the Contractor.

A submittal not approved or conditionally approved will be returned to the Contractor accompanied by reasons for disapproval or changes required to make a conditionally-approved submittal acceptable. Unless specified otherwise, all resubmittals shall be made by the Contractor within 21 days of Contractor’s receipt of Government comments.

2.2.1. Submit a Safety Program for approval in the form and time intervals prescribed in Section 3 of RSHS.

2.2.1.1. Cover all aspects of onsite and applicable offsite operations and activities associated with this contract.

2.2.1.2. Follow the outline in Attachment B of RSHS (included at end of this section).

2.2.1.3. Plan will not be accepted for review by the COR unless it includes, in the order lettered and numbered per Attachment B, a narrative for each applicable item in the outline.

Solicitation No. R17PS00648 Amendment 0004

2.2.1.4. Provide a list of Job Hazard Analyses (JHA) that will be submitted throughout the project.

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

2.3. Safety And Health

2.3.1. Under no circumstances will onsite work, including mobilization, be permitted until the Safety Program has been considered acceptable by the Contracting Officer’s Representative.

2.3.2. 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.

2.3.3. The Contractor shall attend a Hazardous Energy Control Program (HECP) for all employees on site who will be working under Lockout/tagout guidelines. This HECP review is mandatory for all Contractors prior to commencement of work and will take 45 minutes for orientation. Date and location to be determined.

2.3.4. The minimum work crew at any time on the construction site will consist of no fewer than two (2) people and in accordance with other contractual obligations.

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

2.3.5.1. Work will not be allowed to begin on a phase of work until a JHA is acceptable to onsite Government personnel.

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

2.3.6. Fully comply with RSHS.

2.3.6.1. One electronic copy of this handbook will be provided at no charge for use in connection with the specifications.

2.3.6.2. 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.

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

2.3.7.1. Contractor’s responsibility applies to all operations, including those of the Contractor’s subcontractors.

2.3.8. When violations of safety and health requirements contained in these specifications or referenced standards are called to the Contractor’s attention by the Contracting Officer or the Contracting Officer’s

Solicitation No. R17PS00648 Amendment 0004

Representative, immediately correct the condition to which attention has been directed.

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

2.3.9. When the Contractor fails or refuses to promptly correct a compliance directive, the Contracting Officer or the Contracting Officer’s Representative may issue an order to stop all or any part of the work.

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

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

2.3.9.3. Failure of the Contracting Officer or the Contracting Officer’s Representative 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.

2.3.10. Maintain an accurate record of, and report to the Contracting Officer’s Representative in the manner prescribed by the Contracting Officer, all cases of death, occupational diseases, or traumatic injury to employees or the public involved, and property damage in excess of $2,500 occurring during the performance of work under this contract.

2.3.11. 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.

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

2.4. Contractor’s Onsite Safety Representative

2.4.1. Designate an employee as Contractor’s Onsite Safety Representative prior to start of construction.

2.4.2 Onsite Safety Representative shall be competent supervisory employee with appropriate level of safety related training and experience and will conduct lockout/tagout duties for all Contractor employees as per HECP standards.

All Contractor’s employees, who are working under lock out tag out conditions are required to attend a site specific NCAO Hazardous Energy Control Program (HECP). Training will be approximately 45 minutes in length. Date and location to be determined.

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2.4.3 Onsite Safety Representative shall have full authorization to correct unsafe acts on the spot.

2.4.4 Onsite Safety Representative shall be on site during all construction activities.

2.4.5 Onsite Safety Representative shall be responsible for effectively implementing Contractor’s Safety Program.

2.4.6 Effectiveness of Contractor’s Onsite Safety Representative in prosecuting the safety program will be subject to continued review and approval by the Contracting Officer.

2.4.7 If the Contractor's safety effort is considered inadequate, the Contracting Officer has the option to require the Contractor to employ a full-time qualified Safety Professional at no additional cost to the Government.

2.5. First-Aid

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

2.5.2 Provide a direct line of communication, via radio or mobile telephone, with local medical services.

2.5.3 At least one onsite employee must be qualified to administer first aid and

CPR.

3. Schedule

3.1 Existing work at Trinity Power plant

3.1.1 Several contracts exist for turbine and ancillary work at Trinity power plant that will have priority over the installation of the vehicle barrier. To that end, the vehicle barrier Contractor shall start work after the power plant work is completed.

The power plant completion date is scheduled for June 1, 2019.

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4. SUBMITTALS AND DELIVERABLES

In addition to furnish and install of the subject barrier systems, the following submittals and deliverables shall be provided to the Government by the Contractor. Unless provided otherwise in the specifications, the Government will require 21 calendar days for review of each submittal or resubmittal furnished by the Contractor for approval. The review period will be measured from the date of receipt of a submittal by the Government to the date of the response letter back to the Contractor. A submittal not approved or conditionally approved will be returned to the Contractor accompanied by reasons for disapproval or changes required to make a conditionally-approved submittal acceptable. Unless specified otherwise, all resubmittals shall be made by the Contractor within 15 days of Contractor’s receipt of Government comments.

SUBMITTALS

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 DEFINITIONS

A. Days: Calendar days.

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

1.03 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. Contractors or supplier’s title and drawing number.

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c. Date.

2. Provide space next to title block for review stamps.

3. Size: D size (22 inches by 34 inches).

4. Draw to scale with neat lettering using drafting equipment or computer drafting equipment.

5. Final drawings:

a. AUTOCAD2014® format (.dwg) on CD-ROM disc.

b. Original D size (22 inches by 34 inches) plots.

c. Half size plots

d. PDFs

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

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 California registered professional: Signed and sealed by registered professional.

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-ROM discs.

1) Bookmark longer files to assist in navigating file.

2. Contents:

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

Solicitation No. R17PS00648 Amendment 0004

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. Photographs:

1. Images:

a. Digital files in .jpeg format.

b. 8 mega pixel or greater.

c. Submit on SD cards.

d. Accurately captioned

2. Prints: 8-inch by 10-inch color print of each photograph.

1.04 SUBMITTALS PROCEDURES

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

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

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

D. Include the following information in transmittal letters:

1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

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

2. Describe reasons for significant changes in transmittal letter.

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

4. Requirements for initial submittals apply to resubmittals.

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

1.05 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

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. One set of submittals will be returned either approved, conditionally approved subject to identified changes, or not approved with the exception on RSN 01 32 10-2, RSN 01 32 10-3 and RSN, 01 35 20-2 that will accepted, conditionally accepted subject to identified changes, or Not accepted.

a. Revise and resubmit submittals not approved or accepted.

Solicitation No. R17PS00648 Amendment 0004

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

1.06 TRANSMITTAL

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

1. Contracting Officer, Bureau of Reclamation, 2800 Cottage Way, Sacramento, CA 95825.

2. CE: Construction Engineer, Bureau of Reclamation, PO Box 988, Willows, CA. 95988.

3. AO: Bureau of Reclamation, 16349 Shasta Dam Blvd, Shasta Lake, CA 96019.

4. ORG: Onsite Government Representative, to be provided at post award conference.

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

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

D. When “No. of sets to be sent to” is 0, send a copy of transmittal letter to that office.

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

1. Submit in accordance with this section.

2. Submit to COR, unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Solicitation No. R17PS00648 Amendment 0004

RSN

Clause or

Section Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: **

CE OGR AO

1 Use of Site Land use and rehabilitation plan

At least 28days before use of Government land

CE 3 1 1

2 Installation Drawings

Drawings 90 days after Notice to Proceed

AO 3 1 1

3 Construction Program

Baseline schedule: Within 21 days after receipt of Notice to Proceed

CE 3 1 1

4 Construction Program

Updated schedule: With monthly requests for progress payments.

CE 3 1 1

5 Construction Program

Time impact analysis:

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

CE 1 1 1

6 Material Safety Data Sheets

Complete LHM and

MSDS

At least 14 days before jobsite delivery of hazardous material

CE 3 1 0

7 Material Safety Data Sheets

Updated LHM and

MSDS

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

CE 3 1 0

8 Safety and Health

General Safety and Health Provisions, Written Safety Program, and Regular Safety Inspection Records.

At least 21 days before starting onsite work

CE 3 1 0

9 First Aid Certificate At least 28 days before starting onsite work

CE 3 3 0

10 Contractor’s Onsite Safety Personnel

Detailed safety inspection report

At least once each week CE 3 1 0

11 Cleaning and Waste Management

Waste production and disposal records

Within 7 days of waste disposal

CE 3 1 0

12 Cleaning and Waste Management

Hazardous waste manifest

Within 7 days of hazardous waste disposal

CE 3 1 0

13 Project Record Documents

Final As-built drawings

Within 14 days of completion of work

CE 3 2 1

Solicitation No. R17PS00648 Amendment 0004

ATTACHMENT A IS DELETED

END OF SECTION C

Shasta and Trinity River Divisions, Central Valley Project California

Section J – Attachment 1

General Decision Number: CA170009 07/07/2017 CA9

Superseded General Decision Number: CA20160009

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

Counties: Alpine, Amador, Butte, Colusa, El Dorado, Glenn, Lassen, Marin, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Solano, Sonoma, Sutter, Tehama, Trinity, Yolo and Yuba Counties in California.

BUILDING CONSTRUCTION PROJECTS (excluding Amador County only);

DREDGING CONSTRUCTION PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); AND HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017 1 01/20/2017 2 01/27/2017 3 02/17/2017 4 03/31/2017 5 04/07/2017 6 04/14/2017 7 04/21/2017 8 05/05/2017 9 05/12/2017 10 05/26/2017 11 06/02/2017 12 06/30/2017

13 07/07/2017

ASBE0016-001 01/01/2017

Shasta and Trinity River Divisions, Central Valley Project California

AREA 1: MARIN, NAPA, SAN BENITO, SAN FRANCISCO, SOLANO, &

SONOMA COUNTIES

AREA 2: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHEMA, TRINITY, YOLO, & YUBA COUNTIES

Rates Fringes

Asbestos Workers/Insulator (Includes the application of all insulating materials, Protective Coverings, Coatings, and Finishes to all types of mechanical systems) Area 1......................$ 62.36 22.98 Area 2......................$ 46.96 23.10

ASBE0016-007 01/01/2017

AREA 1 : ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY, YOLO

& YUBA COUNTIES

AREA 2: MARIN & NAPA COUNTIES

Rates Fringes

Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not)

AREA 1......................$ 28.20 8.95

AREA 2......................$ 32.98 8.95

BOIL0549-002 10/01/2016

Rates Fringes

BOILERMAKER

(1) Marin & Solano Counties.$ 43.28 37.91

(2) Remaining Counties......$ 39.68 35.71

BRCA0003-001 02/01/2017

Shasta and Trinity River Divisions, Central Valley Project California

Rates Fringes

MARBLE FINISHER..................$ 31.17 14.99

BRCA0003-004 05/01/2016

AREA 1: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,

SIERRA, SUTTER, TEHAMA, YOLO AND YUBA COUNTIES

AREA 2: MARIN, NAPA, SISKIYOU, SOLANO, SONOMA AND TRINITY

COUNTIES

Rates Fringes

BRICKLAYER

AREA 1......................$ 38.21 20.71

AREA 2......................$ 40.89 25.78

SPECIALTY PAY:

(A) Underground work such as tunnel work, sewer work, manholes, catch basins, sewer pipes and telephone conduit shall be paid $1.25 per hour above the regular rate. Work in direct contact with raw sewage shall receive $1.25 per hour in addition to the above.

(B) Operating a saw or grinder shall receive $1.25 per hour above the regular rate.

(C) Gunite nozzle person shall receive $1.25 per hour above the regular rate.

BRCA0003-008 07/01/2016

Rates Fringes

TERRAZZO FINISHER................$ 34.43 16.58

TERRAZZO WORKER/SETTER...........$ 42.41 26.31

BRCA0003-010 04/01/2017

Rates Fringes

TILE FINISHER

Area 1......................$ 25.08 12.97 Area 2......................$ 24.68 15.55 Area 3......................$ 27.48 15.45 Area 4......................$ 25.60 14.90 Tile Layer Area 1......................$ 41.81 15.62 Area 2......................$ 40.06 17.43 Area 3......................$ 45.80 17.5 Area 4......................$ 42.67 17.46

AREA 1: Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Shasta and Trinity River Divisions, Central Valley Project California

Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Sutter, Tehema, Yolo, Yuba AREA 2: Alpine, Amador AREA 3: Marin, Napa, Solano, Siskiyou AREA 4: Sonoma

BRCA0003-014 02/01/2017

Rates Fringes

MARBLE MASON.....................$ 41.77 26.76

* CARP0034-001 07/01/2017

Rates Fringes

Diver Assistant Tender, ROV Tender/Technician...........$ 45.65 31.91 Diver standby...............$ 50.61 31.91 Diver Tender................$ 49.82 31.91 Diver wet...................$ 95.17 31.91 Manifold Operator (mixed gas)........................$ 54.82 31.91 Manifold Operator (Standby).$ 49.82 31.91

DEPTH PAY (Surface Diving):

050 to 100 ft $2.00 per foot 101 to 150 ft $3.00 per foot 151 to 220 ft $4.00 per foot

SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

Shasta and Trinity River Divisions, Central Valley Project California

CARP0034-003 07/01/2016

Rates Fringes

Piledriver.......................$ 44.65 31.40

* CARP0035-001 07/01/2017

AREA 1: MARIN, NAPA, SOLANO & SONOMA

AREA 3: SACRAMENTO, WESTERN EL DORADO (Territory west of an including highway 49 and the territory inside the city limits of Placerville), WESTERN PLACER (Territory west of and including highway 49), & YOLO

AREA 4: ALPINE, BUTTE, COLUSA, EASTERN EL DORADO, GLENN,

LASSEN, MODOC, NEVADA, EASTERN PLACER, PLUMAS, SHASTA, SIERRA,

SISKIYOU, SUTTER, TEHAMA, TRINITY, & YUBA

Rates Fringes

Drywall Installers/Lathers:

Area 1......................$ 44.40 29.15 Area 3......................$ 39.02 29.15 Area 4......................$ 37.67 29.15 Drywall Stocker/Scrapper Area 1......................$ 22.20 16.88 Area 3......................$ 19.51 16.88 Area 4......................$ 18.84 16.88

* CARP0035-009 07/01/2017

Marin County

Rates Fringes

CARPENTER

Bridge Builder/Highway Carpenter...................$ 46.40 28.71 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 46.55 28.71 Journeyman Carpenter........$ 46.40 28.71 Millwright..................$ 46.50 30.30

CARP0035-010 07/01/2016

AREA 1: Marin, Napa, Solano & Sonoma Counties

AREA 2: Monterey, San Benito and Santa Cruz

AREA 3: Alpine, Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Shasta and Trinity River Divisions, Central Valley Project California

Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Sutter, Tehama, Trinity, Yolo & Yuba counties

Rates Fringes

Modular Furniture Installer Area 1 Installer I................$ 24.91 19.63 Installer II...............$ 21.48 19.63 Lead Installer.............$ 28.36 20.13 Master Installer...........$ 32.58 20.13 Area 2 Installer I................$ 22.26 19.63 Installer II...............$ 19.31 19.63 Lead Installer.............$ 25.23 20.13 Master Installer...........$ 28.86 20.13 Area 3 Installer I................$ 21.31 19.63 Installer II...............$ 18.54 19.63 Lead Installer.............$ 24.11 20.13 Master Installer...........$ 31.13 20.13

* CARP0046-001 07/01/2017

El Dorado (West), Placer (West), Sacramento and Yolo Counties

Rates Fringes

Carpenters Bridge Builder/Highway Carpenter...................$ 46.40 28.71 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 40.67 28.71 Journeyman Carpenter........$ 40.52 28.71 Millwright..................$ 43.02 30.30

Footnote: Placer County (West) includes territory West of and including Highway 49 and El Dorado County (West) includes territory West of and including Highway 49 and territory inside the city limits of Placerville.

* CARP0046-002 07/01/2017

Alpine, Colusa, El Dorado (East), Nevada, Placer (East), Sierra, Sutter and Yuba Counties

Rates Fringes

Carpenters

Shasta and Trinity River Divisions, Central Valley Project California

Bridge Builder/Highway Carpenter...................$ 46.40 28.71 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 39.32 28.71 Journeyman Carpenter........$ 38.17 28.71 Millwright..................$ 41.67 30.30

* CARP0152-003 07/01/2017

Amador County

Rates Fringes

Carpenters Bridge Builder/Highway Carpenter...................$ 46.40 28.71 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 39.32 28.71 Journeyman Carpenter........$ 39.17 28.71 Millwright..................$ 41.67 30.30

* CARP0180-001 07/01/2017

Solano County

Rates Fringes

Carpenters Bridge Builder/Highway Carpenter...................$ 46.40 28.71 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 46.55 28.71 Journeyman Carpenter........$ 46.40 28.71 Millwright..................$ 46.50 30.30

* CARP0751-001 07/01/2017

Napa and Sonoma Counties

Rates Fringes

Carpenters Bridge Builder/Highway Carpenter...................$ 46.40 28.71 Hardwood Floorlayer, Shingler, Power Saw

Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 46.55 28.71 Journeyman Carpenter........$ 46.40 28.71 Millwright..................$ 46.50 30.30

* CARP1599-001 07/01/2017

Butte, Glenn, Lassen, Modoc, Plumas, Shasta, Siskiyou, Tehama and Trinity Counties

Carpenters Bridge Builder/Highway Carpenter...................$ 46.40 28.71 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 39.32 28.71 Journeyman Carpenter........$ 39.17 28.71 Millwright..................$ 41.67 30.30

ELEC0180-001 06/01/2016

NAPA AND SOLANO COUNTIES

Rates Fringes

CABLE SPLICER....................$ 50.97 3%+20.13

ELECTRICIAN......................$ 46.31 22.52

ELEC0180-003 12/01/2016

NAPA AND SOLANO COUNTIES

Rates Fringes

Sound & Communications Installer...................$ 35.07 3%+17.55 Technician..................$ 39.93 3%+17.55

SCOPE OF WORK INCLUDES-

SOUND & VOICE TRANSMISSION (Music, Intercom, Nurse Call, Telephone); FIRE ALARM SYSTEMS [excluding fire alarm work when installed in raceways (including wire and cable pulling) and when performed on new or major remodel building projects or jobs], TELEVISION & VIDEO SYSTEMS, SECURITY SYSTEMS, COMMUNICATIONS

SYSTEMS that transmit or receive information and/or control systems that are intrinsic to the above.

EXCLUDES-

Shasta and Trinity River Divisions, Central Valley Project California

Excludes all other data systems or multiple systems which…