RFQ_W912C3-16-T-0013.pdf

0010909858

Requirement: Purchase and Installation of a Pow er Generator for Building 152.

The resulting contract w ill be aw arded as a Firm-Fixed Price Contract. The estimated magnitude of this project is betw een $100,000 and $250,000. This procurement is 100% set-aside for certif ied HUBZone Small Business.

The applicable NAICS code is 238290. The small business size standard is $15,000,000.

Payment & Performance Bonds are applicable to this requirement.

Site Visit has been scheduled for September 6, 2016 at 10:00 AM

Attachments: Draw ings & Technical Specifications

BARYAN SIERRA PIERLUISSI 787-707-3558

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

29-Aug-2016

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________180 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________FAR 52.211-10

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________ copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________19 Sep 2016 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

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

D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

MICC - FT BUCHANAN

FT BUCHANAN

DIRECTORATE OF CONTRACTING

34 SOUTH GATE RD, STE 1104

FORT BUCHANAN PR 00934-4206

W912C3

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

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

8. ADDRESS OFFER TO (If Other Than Item 7)

787-707-2491FAX:TEL: 787-707-2487 TEL: FAX:

W912C3-16-T-0013 81

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT OF AMENDMENTS

(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)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

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

See Item 14

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

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

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

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912C3-16-T-0013

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Purchase & Installation Power Generator

FFP

Provide all labor, equipment, tools, materials, supervision, insurances and incidentals which are necessary to perform the work in connection with “Purchase & Installation of a Power Generator for Building 152 at Fort Buchanan, PR” in accordance with drawings and technical specifications. The work consists of the installation of one generator, one automatic transfer switch (ATS), one enclosed circuit breaker (ECB), conductors, conduits, concrete pad, and fence for the emergency generator, and incidental related work. The contractor shall perform to the standards in this contract.

FOB: Destination

PURCHASE REQUEST NUMBER: 0010909858

NET AMT

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002 1 Each Contractor Manpower Reporting

FFP

Contractor is required to provide data on Contractor labor hours (including subcontractor labor hours) for performance of this contract in accordance with the Statement of Work (SOW) The cost, if any, for providing this data shall be entered into the space provided at this CLIN. If no direct cost is associated with providing the data, enter “No Cost”. Instructions, including the Contractor and Subcontractor User Guides, are available at http://www.ecmra.mil.

NET AMT

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 0002 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 POP 15-NOV-2016 TO

15-MAY-2017

N/A W1H1 USAG FT BUCHANAN

PEDRO LOPEZ

DPW 34TH SOUTH GATE ROAD

FORT BUCHANAN PR 00934-4572

(787) 707-3218

W81YDN

0002 POP 15-NOV-2016 TO

15-MAY-2017

N/A (SAME AS PREVIOUS LOCATION)

W81YDN

Section 00100 - Bidding Schedule/Instructions to Bidders

INSTRUCTION TO OFFERORS

1. All questions shall be in writing. Questions may be emailed to Baryan Sierra at baryan.a.sierra.civ@mail.mil and Christine Davis at christine.davis1.civ@mail.mil. The due date to submit questions is September 9, 2016.

2. The Request for Quote (RFQ) is due no later than the date specified in block 13, page 01 of the solicitation.

Quotes may be e-mailed or hand delivered (see above for email). It is the offeror’s responsibility that quote submitted, regardless of method of transmission, is received in this office prior to the time and date for receipt of quotes. Mailed quotes should be sent to the address below:

Mission and Installation Contracting Command 412th Contracting Support Brigade MICC-Fort Buchanan Attn: Baryan Sierra 34 South Gate Road Suite 1104 Fort Buchanan PR 00934-4206

3. Site visit. All prospective vendors are encouraged to visit the site and familiarize with all conditions that might affect the work or cost thereof. Interested vendors shall contact Baryan Sierra at baryan.a.sierra.civ@mail.mil.

Date: September 6, 2016 at 10:00 AM Location: MICC - Fort Buchanan 34 South Gate Road, Suite 1104 Fort Buchanan, PR

4. The estimated magnitude of this project is between $100,000 and $250,000.

5. The applicable NAICS code is 238290. The small business size standard is $15,000,000.

6. This requirement is 100% set-aside for certified HUBZone Small Business.

7. The period of performance is 180 calendar days after receipt of the notice to proceed. This period includes: time for processing submittals, actual work, and final inspection.

8. The quote shall include, along with a completed copy of the pricing schedule and completed page one of the SF 1442, completed Reps & Certs as applicable.

9. You must be registered in the System for Award Management (SAM) in order to be awarded a department of defense contract.

10. Amendments: any and all amendments shall be acknowledged and submitted with the quote.

11. Contractor is cautioned that there may be delays at the gates and should allow adequate time for entering the installation to ensure packages are received prior to the time and date for receipt of quotes. All individuals must have a picture ID and no substitutions are authorized. Vehicles are also subject to search.

12. Contract Manpower Reporting: As part of its quote, the offeror will provide the estimated total cost (if any) incurred to comply with the enterprise Contractor Manpower Reporting Application (eCMRA) requirement. Offeror will determine, in the Schedule, CLIN 0002, to price or not-separately-price the CMRA requirement. CMRA shall be the CLIN 0002 under which the Contractor shall bill for all costs associated with the eCMRA requirement.

13. Contractor shall comply with 52.228-13 ALTERNATIVE PAYMENT PROTECTIONS (JULY 2000) See full clause in this solicitation

14. NOTICE TO DOD EMPLOYEES AND CONTRACTORS ON PROTECTING CLASSIFIED

INFORMATION AND THE INTEGRITY OF UNCLASSIFIED GOVERNMENT INFORMATION

TECHNOLOGY (IT) SYSTEMS

The recent disclosure of U.S. Government documents by WikiLeaks has caused damage to our national security.

Each DoD employee and contractor is obligated to protect classified information and the integrity of government IT systems in accordance with applicable laws and DoD policies.

Unauthorized disclosures of classified documents (whether in print, on a blog, or on websites) do not alter the documents’ classified status or automatically result in declassification of the documents. To the contrary, classified information, whether or not already posted on public websites or disclosed to the media, remains classified, and must be treated as such by DoD employees and contractors, until it is declassified by an appropriate original classification authority.

DoD employees and contractors are reminded of the following obligations with respect to protecting classified information and the integrity of unclassified government IT systems.

DoD employees or contractors shall not access classified information unless they have: Received a favorable determination of eligibility for access by an appropriate authority, signed an approved nondisclosure agreement, Demonstrated a need to know the information, and received training on proper safeguarding of classified information and on the criminal, civil, and administrative sanctions that may be imposed on an individual who fails to protect classified information from unauthorized disclosure.

DoD employees or contractors shall not remove classified information from official premises or disclose it without proper authorization.

Except as authorized by DoD policy and procedures, DoD employees or contractors shall not, while accessing the web on unclassified government systems (including BlackBerries or other smartphones), access or download documents that are marked classified (including classified documents publicly available on WikiLeaks.org and other websites), as doing so risks putting classified information on unclassified IT systems.

This requirement applies to accessing or downloading that occurs using government computers or employees’ or contractors’ personally owned computers that access unclassified government systems, either through remote Outlook access or other remote access capabilities that enable connection to these government systems.

This requirement does not restrict employee or contractor access to unclassified, publicly available news reports (and other unclassified material) that may in turn discuss classified material, as distinguished from access to the underlying classified documents available on public websites or otherwise in the public domain.

DoD employees or contractors shall refer all public queries on this matter to their servicing Public Affairs office;

they shall neither confirm nor deny the presence of classified information in articles or websites in the public domain.

DoD employees or contractors shall refer Congressional queries pertaining to the presence of classified information in articles or websites in the public domain to their servicing Congressional Affairs office.

DoD employees and contractors who believe they have inadvertently accessed or downloaded classified information from a public website via an unclassified government IT system, or without prior authorization, shall contact their information assurance manager (IAM) or information assurance office (IAO) for assistance.

Note: In the case of classified documents inadvertently accessed or downloaded from the WikiLeaks website or other websites posting WikiLeaks-related classified documents, the IAM will document each occurrence and delete the affected file (s) by holding down the SHIFT key while pressing the DELETE key for Windows-based systems. No incident report or further sanitization of government IT systems is required. This guidance pertains only to the accessing or downloading of the classified documents described above because of the extent of the compromise and the prohibitive cost of standard sanitization procedures. All other classified spillages must be handled in accordance with existing regulations.

CLAUSES INCORPORATED BY REFERENCE

52.225-10 Notice of Buy American Requirement--Construction

Materials

MAY 2014

CLAUSES INCORPORATED BY FULL TEXT

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each trade

Goals for female participation for each trade

N/A 6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade. The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Puerto Rico.

(End of provision)

52.233-2 SERVICE OF PROTEST (SEP 2006)

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

Mission and Installation Contracting Command 412th Contracting Support Brigade MICC- Fort Buchanan 34 South Gate Road Suite 1104 Fort Buchanan, PR 00934-4206

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the GAO.

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits may be arranged during normal duty hours by contacting: SEE INSTRUCTION TO OFFERORS

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil/vffar.htm

5152.233-4000 AMC-LEVEL PROTEST PROGRAM (Feb 2014) (LOCAL CLAUSE)

Prior to submitting an agency protest, it is preferable that you first attempt to resolve your concerns with the responsible contracting officer. However, you may also file a protest to the Headquarters (HQ), Army Materiel Command (AMC). The HQ AMC-Level Protest Program is intended to encourage interested parties to seek resolution of their concerns within AMC as an Alternative Dispute Resolution forum, rather than filing a protest with the Government Accountability Office (GAO) or other external forum. Contract award or performance is suspended during the protest to the same extent, and within the same time periods, as if filed at the GAO. The AMC protest decision goal is to resolve protests within 35 calendar days from filing. To be timely, protests must be filed within the periods specified in FAR 33.103. If you want to file a protest under the HQ AMC-Level Protest Program, the protest must request resolution under that program and be sent to the address below.

Headquarters U.S. Army Materiel Command Office of Command Counsel-Deputy Command Counsel 4400 Martin Road Rm: A6SE040.001 Redstone Arsenal, AL 35898-5000 Fax: (256) 450-8840 or email usarmy.redstone.usamc.mbx.protests@mail.mil

The AMC-Level Protest procedures are found at: http://www.amc.army.mil/amc/commandcounsel.html.

If internet access is not available, contact the contracting officer or HQ, AMC to obtain the HQ AMC-Level Protest Procedures.

(End of Clause)

STATEMENT OF WORK

Statement of Work Purchase & Installation of a Power Generator for Building 152, Fort Buchanan, Puerto Rico

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15 List of Drawings Section 01 11 00 Statement of Work Section 01 33 00 Submittal Procedures Section 01 35 29 Safety Requirements Section 01 45 01 Quality Control Plan Section 01 57 20 Environmental Protection Section 01 58 00 Project Identification Section 01 78 00 Closeout Procedures Section 01 78 23 Operation and Maintenance Data

DIVISION 02 – Site Works

Section 02 41 00 Demolition

DIVISION 03 - CONCRETE

Section 03 30 53 Miscellaneous Cast-in-place Concrete

DIVISION 04 – MASONRY

Section 04 22 00 Concrete Unit Masonry

DIVISION 09 - FINISHES

Section 09 24 00 Plaster Section 09 30 00 Floor Ceramic Tile & Quarry Tile Section 09 90 00 Painting General

DIVISION 23 - MECHANICAL

Section 23 00 00 Air Supply, Distribution, Ventilation, and Exhaust Systems 08/10

Section 23 01 30.41 HVAC System Cleaning 02/15

DIVISION 26 – ELECTRICAL

Section 26 00 00.00 20 Basic Electrical Materials and Methods Section 26 08 00 Apparatus Inspection and Testing Section 26 32 13.00 20 Single Operation Generator Sets Section 26 36 23.00 20 Automatic Transfer Switches

DIVISION 31 – EARTHWORK

Section 31 23 00 00-20 Excavation and Fill

TABLE OF CONTENTS

(Continuation)

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 31 13 Chain Links Fences and Gates

DIVISION 33 - UTILITIES

SECTION 33 71 02.00 20 Underground Electrical Distribution

ATTACHMENTS (ELECTRONIC VERSION AVAILABLE IN INTERNET)

FORM 3000RE ------ MATERIAL APPROVAL SUBMITTAL FORM MAY 2005

FORM 4288-R ------ SUBMITTAL REGISTER FORM JAN 1997

SKETCH ----------- PROJECT SIGN SAMPLE (Not available on internet)

* * * END TABLE OF CONTENTS * * *

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This document lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps & Specifications."

1.2 CONTRACT DRAWINGS

Contracts Drawings are as follow:

SHEET NO. DRAWING NO. TITLE

1 T-1 New Generator for Building 152 Tittle Sheet, Location Site Maps, Project Site Location and

Index of Drawings

2 A-1 New Concrete Slab and Grounding Details

3 A-2 New Generator for Building 152 Proposed Work

4 E-1 New Generator for Building 152 Electrical Removal Diagram

5 E-2 New Generator for Building 152 Electrical Installation Diagram

6 E-3 New Generator for Building 152 Electrical One Line Diagram

7 E-4 Elec PNL Board Schedule & Gen Notes

8 M-1 New Generator Mechanical Removal Plan

9 M-2 New Generator Mechanical Installation Plan

1.3 REFERENCE DRAWINGS

The reference drawings are intended only to show the existing site condition. Drawings are the property of the Government and shall not be used for any purpose other than that intended by the contract. Information on procuring these drawings may be obtained from the Contracting Officer.

* * * END TABLE OF CONTENTS * * *

SECTION 01 11 00

STATEMENT OF WORK

1. Description of Work

1.1 Description of Services/Introduction: The contractor shall provide personnel, equipment, tools, materials, supervision and all non-personal services necessary to perform the “Purchase and installation of a Power Generator for Building 152, Welcome Center, at Fort Buchanan, Puerto Rico. The work consists of the installation of one generator, one automatic transfer switch (ATS), one enclosed circuit breaker (ECB), conductors, conduits, concrete pad, and fence for the emergency generator, and incidental related work. The contractor shall perform to the standards in this contract. Refer to Project Drawing and specifications included, as part of this SOW.

1.1.1 Prospective Offerors: All prospective offerors are responsible for verifying final dimensions at the job site in order to familiarize with all conditions that might affect the work or cost thereof. The Fort Buchanan Mission Installation Contracting Command (MICC) will coordinate with the Directorate of Public Works (DPW) and contractors to assure that the area will be available for inspection and measurements. A site visit is strongly recommended.

1.2 SCOPE OF WORK

1.2.1 Contractor shall furnish and install;

a. Generator, 125 KW, 120/208 volts, 3 phase with integrated circuit breaker sized as required by the manufacturer, weatherproof and aluminum enclosure, sound attenuated, with one integrated diesel steel base fuel tank, at least 200 US gallons, dual wall. Other requirements;

i. Brushless Excitation

ii. UL 2200 Compliance

iii. EPA Certified

iv. Digital Control Panel

v. NFPA 99 and 110 compliance

vi. Digital Microprocessor with display for full system status

vii. 3 phase sensing, +- .25% digital voltage regulation

viii. Water proof connections

ix. Programmable I/O

x. Full range standby operation; programmable auto crank, Emergency stop, Auto-Off Manual

Switch

xi. +- .25% frequency regulation

xii. Alarm Log

xiii. Selectable low-speed exercise

xiv. Double-Wall base tank, UL 142 compliance

xv. Fuel level indicator

xvi. Emergency vent

xvii. Battery charger

xviii. Emergency stop switch

xix. At least 2 years of warranty

b. An Automatic Transfer switch (ATS), 600 amperes, three poles, NEMA 3R enclosure, wall mounted.

c. An Enclosed Circuit Breaker (ECB), shall be 600 amperes, three poles, NEMA 3R enclosure, wall mounted.

1.2.1.1 Work shall be performed by licensed qualified electricians.

1.2.1.2 All work shall comply with the National Fire Protection Association (NFPA)-70, National Electrical Code latest edition.

1.2.1.3 Location: The work is located in Chrisman Road, Building 152 at Fort Buchanan, P.R. as showed on the drawings.

1.2.1.4 Specific Tasks Electrical: Contractor shall perform in accordance with the related specifications sections and drawings. The Electrical work consists of, but is not in this specific order neither limited to, the following; (see drawings for details):

a. Provide ¾” x 10’ ground rods with clamps for new generator, new ECB, and new ATS and connect to existing grounding system. Grounding shall comply with NFPA-70 and PREPA Standards. Include grounding of fence.

b. A ground ring consisting of #2 AWG, TW, 250 volts insulation, green color, bare copper conductors ` and three ¾” X 10’ driven ground rods shall be installed around concrete pad of generator.

c. Provide cone pointed driven ground rods driven full depth to provide an earth ground of the appropriate value for the particular equipment being grounded. Utilize ¾” bronze ground clamp with rods.

d. Furnish and install a Generator, 125 KW, 120/208 volts, 3 phase with integrated circuit breaker sized as required by the manufacturer, weatherproof and aluminum enclosure, sound attenuated, with one integrated diesel base fuel, at least 200 US gallons, dual wall.

e. Remove and relocate existing disconnect switch next to the existing MDP. Relocate existing disconnect switch to the wall in front of the existing MDP and next to the new ATS. Install a ¾” EMT conduit with #12 AWG, THWN-2 copper conductors, from disconnect switch new location to MDP.

f. Furnish and Install one (1) 24” x 18” x 8” NEMA 1 pull box at the electrical room.

g. Furnish and Install two (2) 24” x 18” x 8” NEMA 4 pull boxes outside of electrical room.

h. Furnish and Install an Automatic Transfer switch (ATS), 600 amperes, NEMA 3R enclosure, wall mounted.

i. Furnish and Install an Enclosed Circuit Breaker (ECB), shall be 600 amperes, NEMA 3R enclosure, wall mounted, and tag it MB “PA”.

j. Install 2-3” conduits, a portion underground (PVC) and other exposed Rigid Galvanized Steel (RGS), each with 4-4/0 THWN-2 conductors and a 1#2 AWG ground conductor, from new generator to new ATS.

k. Install 1-3/4” conduit, a portion underground (PVC) and other exposed Rigid Galvanized Steel (RGS), in the same trench as item j and from new generator to new transfer switch for control wiring; as an option install conduit of diameter recommended by manufacturer.

l. Install 2-3”, exposed Rigid Galvanized Steel RGS conduits, each with new 4-250 kcmil conductors and one #2 AWG green ground conductor, from existing MDP to new ATS load terminal.

m. Install 2-3”, exposed Rigid Galvanized Steel RGS conduits, each with new 4-250 kcmil conductors and one #2 AWG ground conductor, from new MB “PA” to new ATS.

n. Remove existing main breaker, 500 amps, located inside of the transformer T-8 and return the equipment to the COR.

o. Disconnect underground secondary feeder from existing 150 KVA transformer T-8 terminals, to Building

152 existing Main Distribution Panel (MDP) at the Electrical Room.

p. Divert 2-3”, exposed Rigid Galvanized Steel RGS conduits, each with 4-250 kcmil conductors and a #2 AWG green ground conductor. Existing conduits runs from the secondary side of existing transformer T-8 and ends on the existing MDP. The divert portion will be at the electrical room. New end point of new conduits will be the new MB “PA”. Work related to this item is at the electrical room only.

q. Install 2-250 Kcmil conductors per phase from T-8 transformer terminals to normal terminal of ATS, via new ECB named Main Breaker MB “PA”.

r. Underground conduits shall run 24 inches below finish grade.

s. Conduits installed exposed shall be Rigid Galvanized Steel (RGS).

t. Tag the Main Distribution Panel as MDP “PB”.

u. Conduits installed shall be Rigid Galvanized Steel (RGS). Separate multiple conduits by a minimum distance of 2 1/2 inches, except that power conduits shall be separated from control, conduits by a minimum distance of 3 inches. Stagger the joints of the conduits by rows horizontally.

v. Conductors shall be grouped such that each conduit of a parallel run contains 1 Phase A conductor, 1 Phase

B conductor, 1 Phase C conductor, and 1 neutral conductor and 1 ground conductor. “Grounding conductor in each conduit shall be copper, size 2 AWG, green colored insulation.

w. Conductors shall have the date of manufacture and other identification printed on the outer surface of each cable at regular intervals throughout the cable length.

x. Each cable shall be identified by means of a fiber, laminated plastic, or non-ferrous metal tags.

y. Conductors shall be color coded. Conductor identification shall be provided within each enclosure where a tap, splice, or termination is made. Conductor identification shall be by color-coded insulated conductors, plastic-coated self-sticking printed markers, colored nylon cable ties and plates, heat shrink type sleeves, or colored electrical tape. Control circuit terminations shall be properly identified. Color shall be green for grounding conductors and white for neutrals; except where neutrals of more than one system are installed in same raceway or box, other neutrals shall be white with a different colored (not green) stripe for each.

Color of ungrounded conductors shall be as follows:

208/120 volt, three-phase

Phase A - black Phase B - red Phase C – blue Neutral - white Ground - green

z. Unless specified or indicated otherwise, wires in conduit shall be 600- volt, 250 Kcmil, THWN-2, stranded, and annealed copper. Mixing of copper and aluminum conductors is not permitted.

aa. Restore damaged area and repair to original condition. Restore backfill, excavation and surplus material.

1.2.1.5 Required Tests

1.2.1.5.1 Prior to final connections of feeders the Contractor shall perform Megger tests to each portion of conductors. Tests will be performed by a qualified and authorized company; test results shall be submitted to the Contracting Officer Representative (COR) for approval prior to energize. Any damaged portion of conductors reflected by the Megger test shall be replaced by the Contractor at no additional cost to the Government.

1.2.1.5.2 Prior to final connections of feeders the Contractor shall perform Enclosed Circuit Breaker, MB “PA” tests;

a. Routine Trip Testing

b. Insulation Resistance Test

c. Mechanical Operation

d. Connection Test

e. Overload Tripping Test

1.2.1.5.3 Perform Grounding system Test

Noncurrent-carrying metallic parts associated with electrical equipment shall have a maximum resistance to solid earth ground not exceeding 5 ohms. If the specified ground resistance is not met, additional ground rods shall be provided in accordance with the requirements of NFPA 70 placed not less than 6 feet from the first rod. Should the resultant (combined) resistance exceed the specified resistance, measured not less than 48 hours after rainfall, the Contracting Officer shall be notified immediately

1.2.1.5.4 Acceptance Test (Start Up)

a. An on‐site acceptance test shall be conducted, by contractor, as a final approval test for all Emergency Supply Power System EPSS.

b. Contractor shall give fourteen (14) advance days’ notice of the acceptance test in order the Government witness the test.

Note 1: Test shall be performed with all equipment and conductors installed on site.

Note 2: Test report shall include certification statements certifying that transformer is ready to be energized.

Note 3: Contractor is responsible to perform any other test, not indicated in this SOW, and required by applicable Standards for Maintenance Testing specifications MTS Electrical Power Equipment and Systems and any other required standard.

1.2.2 Civil Works

1.2.2.1 Civil Demolition Works: Contractor shall perform selective demolition, disposal and recycling works indicated in related specifications sections and drawings, in accordance with below specifications. Work shall include, but not limited to (see drawings for details):

a. The concrete floor cut of a strip of 12ft of terracotta ceramic tiles to install the required conduits as indicated on drawings.

b. Asphalt and dirt removal for the construction of the foundation for an emergency generator.

1.2.2.2 Architectural/Structural Works: Contractor shall perform in accordance with the related specifications sections and drawings. Work shall include, but not limited to:

a. The construction of a concrete slab for an emergency generator, shall have dimensions indicated on drawings, with space of at least 18” (18 inches) wide, enough for an operator to walk around generator.

Ensure that concrete pad and generator fits in the space provided before procurement of generator and fuel tank.

b. The construction of a 7 ft. high galvanized cyclone fence around the generator as indicated on drawings

(including an access gate).

c. The installation of 12ft. of electrical conduit under the existing ramp as indicated on drawings. This work includes the replacement of the removed terracotta tiles.

d. Concrete pad shall tolerate weight of generator and fuel tank as per drawings.

1.2.2.3 The Contractor is required to obtain an approved excavation permit from the government and be extremely careful during excavation; any damage caused to existing electrical, communications, drain, sanitary or water lines shall be repaired at no cost to the Government. The government will provide any available information on existing underground utilities to the contractor.

1.2.3 Mechanical Works

1.2.3.1 DEMOLITION: Demolish and dispose existing exterior fresh air grille 18” x 24” located at the mechanical room.

1.2.3.2 NEW WORK:

1.2.3.2.1 This contract considers to provide new opening for air fresh grille and new configuration of ductwork as indicated in drawings.

a. Adjust concrete fresh air opening for the air conditioning unit and seal all surfaces and areas associated to fresh air grille opening.

b. Paint all interior and exterior surfaces impacted related to mechanical room of building 152.

1.2.3.2.2 ROOFING SYSTEM: NOT APPLICABLE.

1.2.3.2.3 MECHANICAL/AIR CONDITIONING/PLUMBING SCOPE OF WORK:

1.2.3.2.4 Air Conditioning Work: Contractor shall perform all work in accordance with the related specifications sections and drawings. The Contractor shall provide and install new configuration of the fresh air ductwork and new fresh air grille of the Air Conditioning System.

1.2.3.2.5 During the execution, contractor will be responsible of leaving the existing Building’s mechanical, ventilating and air conditioning system operational, as original. The existing single-story building consists of approximately 10,124 enclosed square feet.

1.2.3.2.6 The project shall also include some interior/exterior repairs and modifications to accommodate the new fresh air grille and new configuration of fresh air ductwork for mechanical room.

1.2.3.2.7 Scope of Work: Contractor shall provide materials, labor, supervision, equipment, tools, insurances and all necessary for the construction related to replacing the fresh air ductwork system, ventilation system and modification of mechanical systems as follows:

a. Install new rectangular ducts in galvanized steel with Pittsburgh lock longitudinal joints and TDC transverse joints, suitable up to two inches water gauge, including fresh air ducts for the air conditioning unit located within mechanical room. Clean and repair joints as part of the new layout requirements for the existing air conditioning unit.

b. Install one fresh air aluminum grille through the concrete wall of the mechanical room as indicated in drawings.

c. Cleaning and disinfection of the fresh air duct from the concrete wall up to the air conditioning unit.

d. Contractor shall perform pressure and leak test for the new fresh air metal ductwork.

e. Relocate the copper line as indicated in drawings.

1.2.3.2.8 Shop Drawings: Contractor shall provide mechanical/ventilation shop drawings to the Government for review and approval for completion of the project.

a. Upon completion of the work the contractor shall submit a complete set of the HVAC System As-Built Drawings (hard copy and electronic).

b. All work shall be executed in accordance with (IAW) the most current edition in effect at the time of the notice to proceed of the project of all applicable codes and standards, to include:

I. The International Building Code.

II. National Electrical Code.

III. National Fire Protection Agency requirements.

IV. Installation Design Guide (Provided by Government).

V. VAC Code.

VI. Unified Facilities Criteria (UFC)

1.2.3.2.9 Preparation: Contractor shall be responsible for field/site visit to obtain and verify measurements, site conditions and to determine correct dimensions and structural support requirements IAW accepted local, state and federal building practices. All drawings provided to the contractor are for reference/information only and may not be current and to scale. Contractor shall provide any/all deviations to Contracting Officer for review/consideration by the Government.

1.2.3.2.10 Mechanical Works

a. Demolition & Recycling: Remove selected existing fresh air grille and ductwork related to fresh air system within mechanical room.

b. Install rectangular ductwork and aluminum grille for fresh air system.

1.2.3.2.11 Plumbing Work: Contractor shall perform in accordance with the related specifications sections and drawings to include, relocate the existing domestic copper pipe and the installation of new hose bibb. Plumbing Fixtures shall be in compliance with EPA WATER SENSE.

a. Relocate the domestic copper pipe and install one (1) new interior hose bibb ¾ inch diameter lead free within mechanical room as indicated in drawings.

b. Utility Outages: Work shall be scheduled to hold outages to a minimum. Water outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and facility users. Each request shall state the facilities to be impacted, approximate duration of outage, and the nature of work involved. Water outages shall be arranged for Monday thru Friday or for weekends or holidays at the convenience of Government and post facility users.

Contractor shall submit written request to the government to initiate coordination for outages 30 days prior of intended event.

1.3 AS BUILT DRAWINGS: Provide a set of “As Built” drawings after completion of work that include all mechanical, civil, and electrical changes, including top and sections views, performed during the installation/construction. As Built set of drawings in one set of hard copy 24” x 36” and one electronic CD RW, AutoCAD lasts version.

1.4 CODES AND STANDARDS

1.4.1 GENERAL:

1.4.1.1 The project shall be constructed in accordance with the applicable codes, standards, design parameters or regulations noted in this section or other sections in the Statement of Work. In the event of conflict between codes, standards, or regulations, the most stringent requirement shall apply.

1.4.1.2 Reference to standard specifications of any technical society, organization, or association, or to codes, manuals or regulations of Federal, State, or local, authorities shall mean the latest standard, code, manual, regulation, specification, or tentative specification adopted and published at least 30 days prior to submittal of proposals, unless specifically stated otherwise.

1.4.1.3 The reference of any code or standard listed below to the “building official” or the authority having “jurisdiction” or “governmental authority” shall be interpreted to refer to the Contracting Officer as being the authority for code interpretation.

1.4.2. BASIC REQUIREMENTS:

1.4.2.1 GENERAL: Construction shall be in accordance with the following codes, standards, and regulations. The most stringent shall govern when differences occur.

1.4.2.2 Building, Structural, Plumbing and Mechanical Codes: the 1994 edition of the Standard Building, Plumbing and Mechanical Codes and the Puerto Rico State Building, Plumbing and Mechanical Codes.

1.4.2.3 Electrical Codes: National Electrical Code 2014 edition, National Electrical Safety Code latest edition, NFPA 70 and 110 and National Safety Code.

1.4.2.4 National Fire Protection Association Fire Codes, latest edition, and MIL.HANDBOOK 1008A, Fire Protection for Facilities.

1.4.2.5 Applicable OSHA Standards and Regulations.

1.4.2.6 Uniform Federal Accessibility Standards and ADA Standards, the most stringent.

1.4.2.7 Unified Facilities Criteria (UFC).

1.4.2.8 Whole Building Design Guide (WBDG).

1.4.2.9 Industry Standards and Unified Facilities Guide Specifications (UFGS)

1.4.3 STRUCTURAL: In addition to the general requirements stated above, structural design and construction will meet the latest editions of the following codes, standards, and specifications:

1.4.3.1 The Aluminum Association, “Specifications for Aluminum Structures.”

1.4.3.2 American Concrete Institute (ACI), “ACI-31B, Building Code Requirements for Reinforced Concrete.”

1.4.3.3 American Concrete Institute (ACI), “ACI-SSO, Building Code Requirements for Masonry Structures.

1.4.3.4 American Institute of Steel Construction (AISC), “Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings.”

1.4.3.5 American Iron and Steel Institute (AISI), “Specifications of the Design of Cold-Formed Steel structural Members.”

1.4.3.6 American National Standards Institute (ANSI), “American Standard Building Code Requirements for Reinforced Masonry.”

1.4.3.7 American Welding Society (AWS), “Structural Welding Code.”

1.4.3.8 American Society of Civil Engineers (ASCE), ASCE-7, Minimum Design Loads for Buildings and Other Structures.

1.4.3.9 American Society for Testing Materials (ASTM) as noted.

1.4.3.10 Brick Institute of America (BIA), Recommended Building Code Requirements for Engineered Brick Masonry.”

1.4.3.11 Metal Building Manufacturers Association (MBMA), “Low Rise Building Systems Manual.”

1.4.3.12 National Concrete Masonry Association (NCMA), “Specifications for the Design and Construction of Load Bearing Concrete Masonry.”

1.4.3.13 National Forest Products Association, “National Design Specifications for Stress Grade Lumber and Its Fastenings.”

1.4.3.14 Steel Deck Institute (SDI), “Publication 25” and “Diaphragm Design Manual.”

1.4.3.15 Steel Joist-Institute (SJI), ‘Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joists Girders,” 40th Edition.

1.4.4 ARCHITECTURAL: In addition to the general requirements stated above, architectural design will meet the latest editions of the following codes, standards, and specifications.

1.4.4.1 The design shall not provide for the physically handicapped (interior and exterior), in accordance with “Uniform Federal Accessibility Standards” and the Americans with Disabilities Act (ADA), whichever is stricter.

1.4.5 PLUMBING AND MECHANICAL: In addition to the general requirements stated above, plumbing and mechanical design will meet the latest editions of the following codes, standards, and specifications:

1.4.5.1 Exterior water lines shall meet AWWA specifications for the Service required. Domestic water lines, if plastic, shall bear the NSF seal.

1.4.5.2. Sanitary sewers shall be installed in accordance with all Federal, State and local regulations. The dump station shall be tied into the existing gravity sanitary sewer system.

1.4.5.3 All mechanical equipment provided, furnished and installed shall be in compliance with local codes and ordinances and the applicable codes and standards of the National Sanitation Foundation (NSF), the American Gas Association (AGA), the Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE), the National Fire Protection Association (NFPA), the Underwriters Laboratories (UL) and the American Standard Plumbing Code.

1.4.5.4 The proposed building shall be analyzed for fire code compliance utilizing the National Fire Protection Association (NEPA) standards.

1.4.5.5 International Mechanical Code (IMC)

1.4.6 ELECTRICAL: In addition to the general requirements stated above, electrical equipment shall conform to the requirements of the American Institute of Electrical Engineers, American Standards Association, National Electrical Manufacturers Associations and Underwriters Laboratories, Inc.

1.4.7 FIRE PROTECTION: Fire protection shall be designed in accordance with the Standard Building Code (SBC), NFPA National Fire Codes especially NFPA SOLD (NFC) edition current as of the date of the contract.

1.4.8 TECHNICAL ORGANIZATIONS AND REGULATORY AGENCIES: Throughout the Construction Industry including master specification guides developed by United States Army Corps of Engineers, Construction Specifications Institute and the American Institute of Architects, certain acronyms and/or abbreviations are used to refer to various technical and regulatory organizations which provide standards for their respective trade. The following acronyms and abbreviations are defined to mean the listed organization, and are provided for the Contractor’s convenience. Both names and addresses are subject to change, and are not guaranteed to be up-to-date.

Where no other standard or specification is provided, the standards of these organizations apply to this contract unless otherwise specified.

Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006 202-862-6100

AAMA American Aluminum Manufacturers Association 35 East Wacker Drive Chicago, Illinois 60601 312-782-8256

AASHTO American Association of State highway and Transportation Officials 444 North Capitol Street 9 Washington, D.C. 20001 202-624-5800

ACI American Concrete Institute Box 19150, Redford Street Detroit, Michigan 48219 313-523-2600 “Building Code Requirements for Reinforced Concrete”

AGA American Gas Association 1515 Wilson Boulevard Arlington, Virginia 22209 703-841-8400

AI Asphalt Institute Asphalt Institute Building College Park, Maryland 20740

AAN American Association of Nurserymen 1250 I Street, Suite 500 Washington, DC 20005 202-789-2900 “American Standard for Nursery Stock”

A.ATCC American Association of Textile Chemists and Colorist P.O. Box 12215 Research Triangle Park, NC 27709 919-549-8141

ACIL American Council of Independent Laboratories 1725 K. Street

Washington, DC 20006 202-659-3766

ACPA American Concrete Pipe Association 222W. Las Colinas Blvd. Suite 641 Irving, TX 75039-5423 972-506-7216 “Concrete Pipe Design Manual”

ACPPA Asbestos Cement Pipe Producers Association

ADC Air Diffusion Council 435 N. Michigan Avenue Chicago, IL 60611 312-527-5494

AGA American Gas Association 1515 Wilson Blvd.

Arlington, VA 22209 703-841-8400

AHAM Association of Home Appliance Manufacturers 20 N. Wacker Drive Chicago, IL 60606 312-984-5800

AIA American Institute of Architects 1735 New York Avenue, NW Washington, DC 20006 202-626-7300

AIA American Insurance Association 85 John St.

New York, NY 10036 212-433-4400

AISC American Institute of Steel Construction 400 N. Michigan Avenue Chicago, IL 60611 312-670-2400

“Specification for the Design, Fabrication and Erection of Structural Steel for Buildings’ and “Code of Standard Practice for Steel Buildings and Bridges.”

AISI American Iron and Steel Institute 1000 16th St., NW.

Washington, DC 20027 202-452-7100

AITC American Institute of Timber Construction 333W. Hampden Avenue Englewood, Co 80110 303-761-3212

AMCA Air Movement and Control Association 30W. University Drive Arlington heights, IL 60004 312-394-0150

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

APA American Plywood Association P.O. Box 11700 Tacoma, WA 98411 206-565-6600

ARI Air Conditioning and Refrigeration Institute 1501 Wilson Blvd.

Arlington, VA 22209 706-524-8800

ASC Adhesive and Sealant Council 1500 Wilson Blvd.

Arlington, VA 22209…