Sol_R17PS00648.pdf

Solicitation No. R17PS00648

Install K12 Rated Vehicle

Barriers at Keswick, Shasta and

Trinity Power Plants

Shasta & Trinity Division –

Central Valley Project – California

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

FOREWORD

The work requires the procurement and installation 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.

FOR DATE AND PLACE BIDS ARE DUE, SEE “SOLICITATION, OFFER, AND

AWARD," STANDARD FORM 1442, IMMEDIATELY FOLLOWING THE TABLE OF

CONTENTS.

FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION

"RECLAMATION SAFETY AND HEALTH STANDARDS," (2013 EDITION) WHICH

IS APPLICABLE TO WORK UNDER THIS CONTRACT, SEE CLAUSE AT "WBR

1452.223-81 SAFETY AND HEALTH."

YOUR ATTENTION IS DIRECTED TO PART VI, SECTION L, INSTRUCTIONS,

CONDITIONS AND NOTICES TO BIDDERS, WHICH IN PART PROVIDES THAT

“ORAL EXPLANATIONS OR INSTRUCTIONS GIVEN BEFORE THE AWARD OF

CONTRACT WILL NOT BE BINDING."

SITE VISIT: AN ORGANIZED SITE VISIT HAS BEEN SCHEDULED FOR JULY 12,

2017 AT 11:00 AM PST. INTERESTED CONTRACTORS SHALL MAKE

ARRANGEMENTS IN ATTENDING THE SITE VISIT BY CONTACTING MR.

STEPHEN HOLMES AT 530-308-9853 OR VIA E-MAILAT SHOLMES@USBR.GOV.

SEE PHARAGRAPH L.4 FOR MORE INFORMATION ON THE SITE VISIT. SINCE IT

IS NOT AN ACTIVE CONSTRUCTION SITE, HARD HATS AND STEEL TOE BOOTS

ARE NOT REQUIRED; HOWEVER ATTENDEES SHALL WEAR LONG PANTS,

CLOSED TOE SHOES AND SAFETY VESTS. PROSPECTIVE CONTRACTORS ARE

STRONGLY ENCOURAGED TO ATTEND THE PRE-BID SITE VISIT TO GAIN A

BETTER UNDERSTANDING OF THE WORK REQUIREMENTS AND SITE

CONDITIONS.

mailto:SHOLMES@USBR.GOV

SAM: EFFECTIVE JULY 29, 2012, ANY CONTRACTOR INTERESTED IN DOING

BUSINESS WITH THE GOVERNMENT MUST REGISTER IN THE SYSTEM FOR

AWARD MANAGEMENT (SAM) DATABASE PRIOR TO AWARD OF A CONTRACT

OR AGREEMENT. SAM IS A FEDERAL GOVERNMENT OWNED AND OPERATED

FREE WEBSITE THAT CONSOLIDATES THE CENTRAL CONTRACTOR

REGISTRATION (CCR), THE ONLINE REPRESENTATIONS AND

CERTIFICATIONS APPLICATION (ORCA), AND THE EXCLUDED PARTIES LIST

SYSTEM (EPLS).

THE VENDOR’S DUNS AND BRADSTREET NUMBER AND BANKING

INFORMATION ARE REQUIRED FOR REGISTRATION. CONTRACTORS MAY

OBTAIN INFORMATION ON REGISTRATION AND ANNUAL CONFIRMATION

REQUIREMENTS VIA THE SAM WEBSITE ACCESSES THROUGH

HTTPS://WWW.SAM.GOV/PORTAL/PUBLIC/SAM/ OR BY THE FEDERAL

SERVICE DESK AT 1-866-606-8220.

PAYMENT REQUESTS FOR THE ANTICIPATED CONTRACT MUST BE

SUBMITTED ELECTRONICALLY THROUGH THE U.S. DEPARTMENT OF THE

TREASURY’S INVOICING PROCESSING PLATFORM (IPP) SYSTEM. THE IPP

WEBSITE IS HTTPS://WWW.IPP.GOV. THE CONTRACTOR MUST USE THE IPP

WEBSITE TO REGISTER ACCESS AND USE IPP FOR SUBMITTING REQUESTS

FOR PAYMENT. CONTRACTOR ASSISTANCE WITH ENROLLMENT CAN BE

OBTAINED BY CONTACTING THE IPP PRODUCTION HELPDESK VIA E-MAIL

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 BID.

1. Shasta Dam vertical barrier is located just outside the guard house (at the traffic circle) 16349 Shasta Dam Blvd., Shasta Lake, CA 96019

Directions to Site: From Hwy I-5 north of Redding, Take Shasta Dam Blvd off ramp for 3 miles, turn right onto Lake Blvd. Park at the Visitor's Center

2. Keswick Dam pop-up barrier is located near the Keswick Office Building 16515 Keswick Dam Rd., Redding, CA 96003

Directions to site: From I-5 north of Redding, Take Lake Blvd off ramp turn left (west) go 3 miles to Keswick Dam Blvd turn left (west) and go 3 miles to the Keswick Office Building (past the dam, two story green roofed building). Park next to the guard shack.

3. Trinity Dam pop up barrier is located 10 miles north of Lewiston off of Hwy 3. (no physical address)

Directions to site: From Hwy 299 appx 30 miles west of Redding turn onto Hwy 3 (north to Lewiston). Continue on Hwy 3 (north) and go appx 7 miles past Lewiston to Power House Rd. Take Power House Rd to it's end. Park Near the pop up barrier off the road.

https://www.sam.gov/PORTAL/PUBLIC/SAM/ https://www.ipp.gov/ mailto:IPPGROUP@BOS.FRB.ORG

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 - Limitations on Subcontracting

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***

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040334559

Bureau of Reclamation

Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

John Cabral 916-978-5147 xR17PS00648

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

A. Title: Install K12 Rated Vehicle Barriers at Keswick, Shasta and Trinity Power

Plants

B. Work Site Location: Work is located Keswick, Shasta and Trinity Dam.

C. Site Visit Information: Site visit information is located in the solicitation in

Section L, Clause 52.236-27.

D. Estimated Price Range: $500,000.00 to $1,000,000.00

E. Set-aside Information: This requirement is reserved for Service Disabled Veteran

Owned Small Business concerns, in accordance with Federal Acquisition Regulation

(FAR) Section 19.1405. NAICS Code: 237990 (Size Standard $36.5 Million)

Hand carried and express mail bids will be received at the Bureau of Reclamation

Mid-Pacific Regional Office, address shown in Block 8 above. Individuals delivering bids in person shall allow time to pass through security.

Taxpayer Identification Number:______________________

Data Universal Number System:________________________

Commercial and Government Entity Code:_______________

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

7 700 calendar days and complete it within ________________ ________________ calendar days after receiving

See Section F for Block 11 inf

08/04/2017

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Bureau of Reclamation Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Erim Celik

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

R17PS00648

Legacy Doc #: BOR

Delivery: 700 Days After Notice to Proceed

Delivery Location Code: 0004506041

See Award

99999 US

FOB: Destination

FOB: Destination

Section B - Supplies and Services and Prices

"AU" - Activity Unit is used solely for the purposes of allowing progress payments under the

Department of Interior's Financial& Business

Management System (FBMS).

00010 Shasta,Keswick,Trinity Barrier Drop Arms

(Price Schedule CLINS 1 Through 4)

See Following continuation Page(s)

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

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

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

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.

(2) AU- Activity Unit: AU – Activity Unit is used solely for the purposes of allowing progress payments under the Department of Interior’s Financial & Business

Management System (FBMS). This line represents the total value for the pricing proposal.

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1 WBR

1452.232-

Mobilization and Preparatory Work for Keswick and Shasta Barriers

For the lump sum of $

2 Design, Furnish and Install K12 Active Barrier at Keswick Dam

For the lump sum of $

3 Design Furnish and Install K12 Active Barrier Signage at Shasta

Guard House

For the lump sum of $

4 Design, Furnish and Install K12 Active Barrier at Trinity power Plant

For the lump sum of $

TOTAL FOR SCHEDULE $_________________

SECTION C - SOW

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 the design, procurement and installation 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. This contract will also include Demolition of the (3) existing barriers and transport debris to nearest registered land fill. 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:

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”.

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

Shasta and Trinity River Divisions, Central Valley Project California.

SECTION C - SOW 2

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.

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

SECTION C - SOW 3

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.

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.

SECTION C - SOW 4

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.

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

SECTION C - SOW 5

be tied to manufacturer supplied telemetry which will send a 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. Site Survey

1.2.1 The Government, will provide drawings of the existing equipment, if available. The Contractor site survey will address any issues that were omitted from existing drawings if needed.

1.2.2 The purpose of the Engineering site survey is to gather all information and data required to produce a design/build package based on the requirements of the contract. It shall be wholly the responsibility of the Contractor to gather all required information and data and/or to clearly identify any open issues, requests for additional information, and assumptions or constraints which may impact the final design and or project costs. The Government shall not be held responsible or liable for any oversights, omissions or errors made by the Contractor.

SECTION C - SOW 6

1.3. 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 30%, 60% and

90% designs to the Government for review.

1.3.1 Design Drawings

The Contractor shall submit for review and approval a complete set of design drawings suitable for installation of (but not necessary the configuration/programming of) all system components in AUTOCAD2014.

Drawings shall identify all equipment, material, hardware, software, and installation requirements including locations, mounting details and connection details on site-specific plans and elevations.

These designations are arbitrary, approximate and subject to flexibility. The intent of the design submittals is to reduce risk to both the Contractor and the government by assessing the Contractor’s understanding of Reclamations requirements, and the ability of the Contractor’s design to meet the government’s needs and requirements.

The required submittals shall be subject to the Government review, comment and acceptance process and shall not be considered eligible for compensation until final acceptance is issued by the Contracting Officer.

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

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.

SECTION C - SOW 7

1.4. 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.

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

1.4.1. 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.

1.4.2. 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.

1.5. 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

SECTION C - SOW 8

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.

1.6. Training of Government Personnel

The Contractor shall provide (8 hours) of training of installed equipment to

Government employees with (20) sets of operation and maintenance manuals with troubleshooting guides as a part of this task.

1.7. 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 OGR.

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).

SECTION C - SOW 9

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.

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.

SECTION C - SOW 10

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

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

SECTION C - SOW 11

Control Program (HECP). Training will be approximately 45 minutes in length. Date and location to be determined.

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

Contractor shall submit for approval a detailed work schedule which shall include completion dates for important milestones for the tasks listed below:

MILESTONE DATE

Award To be determined by the

Contracting Officer

Postaward Meeting To be determined by the

Contracting Officer.

Notice to Proceed After bond package is received

Design Start After Notice to Proceed is given.

30%, 60%, 90% Design Review See Submittal Table

Design Final Milestone date to be determined by Contractor and

CO.

Submit safety plan and work plan See Submittal Table

Construction Schedule See Submittal Table

Submit Performance Verification Test

Procedures

To be determined by

Contractor.

Solicitation No. R17PS00648

SECTION C - SOW 12

Complete Installation To be determined by

Contractor.

Complete Contractor's Field Test To be determined by

Contractor.

Start/Complete Performance

Verification Test

To be determined by

Contractor.

Submit O&M Manuals & PVT Report To be determined by

Contractor.

Provide Training to Government

Personnel

To be arranged by Contractor and OGR

Overall Project Completion 700 days after NTP

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. The OGR shall advise the barrier Contractor any changes to power plant schedule and make corrective actions if needed.

SECTION C - SOW 13

4. SUBMITTALS AND DELIVERABLES

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 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.

SECTION C - SOW 14

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

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.

SECTION C - SOW 15

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.

SECTION C - SOW 16

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.

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

SECTION C - SOW 17

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

SECTION C - SOW 18

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

01 14 10-1 Use of Site Land use and rehabilitation plan

At least 28days before use of Government land

CE 3 1 1

Design Review 30% Milestone, Review Meeting

71 days after Notice to

Proceed

AO 3 1 1

Design Review 60% Milestone

Review Meeting

112 days after Notice to

Proceed

AO 3 1 1

Design Review 90% Milestone

Review Meeting

167 days after notice to

Proceed

AO 3 1 1

01 32 10-1 Construction

Program

Representative information

Within 7 days after receipt of Notice of

Award

CE 3 1 1

01 32 10-2 Construction

Program

Baseline schedule:

1. Blackline prints

2. Reports

Within 21 days after receipt of Notice to

Proceed

CE

01 32 10-3 Construction

Program

Updated schedule:

3. Data on CD-

ROM

With monthly requests for progress payments.

01 32 10-4 Construction

Program

Time impact analysis:

3. Data on CD-

ROM

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.

01 35 10-1 Material Safety

Data Sheets

Complete LHM and

MSDS

At least 14 days before jobsite delivery of hazardous material

CE 3 1 0

01 35 10-2 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

SECTION C - SOW 19

RSN

or

Section

Title

Submittals required

Due date or delivery time

Respon-sible code

No. of sets to be sent to: **

CE OGR AO

01 35 20-2 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

01 35 22-2 First Aid Certificate At least 28 days before starting onsite work

CE 3 3 0

01 35 30-2 Contractor’s

Onsite Safety

Personnel

Detailed safety inspection report

At least once each week CE 3 1 0

01 74 00-1…