RFQ_W912C3-16-T-0012.pdf

0010837762-0001

Requirement: Installation of Interior Wood Structures for Housing Quarter 1135 at Fort Buchanan, PR. Work includes: installation of interior doors, closet doors, kitchen countertop, and related construction services.

The resulting contract w ill be aw arded as a Firm-Fixed Price Contract. The estimated magnitude of this project is less than $25,000. This procurement is 100% set-aside for certif ied HUBZone Small Business.

Payment & Performance Bonds are applicable to this requirement.

Attachment: an attachement named Diagram_Photos_RFQ_W912C3-16-T-0012 is part of the solicitation and w ill be published along w ith the RFQ.

Site Visit has been scheduled for September 2, 2016 at 10:00 AM.

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

26-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 ________75 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 ______________15 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-0012 169

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-0012

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

REPAIRS AT QUARTER 1135

FFP

Provide all labor, equipment, materials, insurances and incidentals which are necessary to perform the work in connection with the “Installation of Interior Wood Structures of Housing Quarters 1135 at Coconut Grove, Fort Buchanan, PR” in accordance with drawings and technical specifications. The contractor shall construct and install all wood fixtures that were removed in Quarters 1135 including all interiors doors, doors frames, closets doors, shelves interiors and exteriors and wood over windows acting as curtain base. Additionally, provide a new counter top and backsplash for the existing kitchen cabinet.

FOB: Destination

PURCHASE REQUEST NUMBER: 0010837762-0001

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 31-OCT-2016 TO

17-JAN-2017

N/A W1H1 USAG FT BUCHANAN

CARLOS GUZMAN

DPW 34TH SOUTH GATE ROAD

FORT BUCHANAN PR 00934-4572

787-707-3991

W81YDN

0002 POP 31-OCT-2016 TO

17-JAN-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 7, 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 2, 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 less than $25,000.

5. The applicable NAICS code is 236118.

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

7. The period of performance is 75 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 Repairs to Quarter 1135

Fort Buchanan, PR

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15 List of Drawings Section 01 11 00 Statement of Work Section 01 32 16.00 20 Construction Progress Documentation Section 01 33 00 Submittal Procedures Section 01 35 29 Safety Requirements Section 01 57 20 Environmental Protection Section 01 58 00 Project Identification Section 01 78 00 Closeout Procedures

DIVISION 03 – CONCRETE

Section 03 30 00 Cast-In-Place Concrete Section 03 62 16 Metallic Non-Shrink Grouting

DIVISION 06 – CARPENTRY

Section 06 20 00 Finish Carpentry

DIVISION 08 - DOORS AND WINDOWS

Section 08 14 00 Wood Doors & Frames

DIVISION 22 – PLUMBING

Section 22 00 00 Plumbing, General Purpose

DIVISION 26 - ELECTRICAL

Section 26 00 00.00 20 General Electrical Requirements

* * * END TABLE OF CONTENTS * * *

DIVISION 01 – GENERAL REQUIREMENTS

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

Contract drawings are as follows:

Quarter 1135 floor plan identifying existing openings for doors, closets and shelves Typical Closets A & B dimensions

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. Half or full size drawings may be inspected during regular working hours at the Engineering Division Office, Directorate of Public Works, Building 34, Fort Buchanan, PR.

* * * END OF SECTION * * *

SECTION 01 11 00

STATEMENT OF WORK

1. DESCRIPTION OF WORK:

1.1 Work to be done: Provide all labor, equipment, materials, insurances and incidentals which are necessary to perform the work in connection with the “Installation of Interior Wood Structures of Housing Quarters 1135 at Coconut Grove, Fort Buchanan, PR” in accordance with drawings and technical specifications. The contractor shall construct and install all wood fixtures that were removed in Quarters 1135 including all interiors doors, doors frames, closets doors, shelves interiors and exteriors and wood over windows acting as curtain base. Additionally, provide a new counter top and backsplash for the existing kitchen cabinet.

The renovation work shall be conducted in accordance with applicable codes and regulations, Unified Facilities Criteria, state and federal laws. The most stringent shall apply.

1.1.2 Prospective contractors. All prospective contractors are encouraged to visit the site and familiarize with all conditions that might affect the work or cost thereof. A site visit is highly recommended.

1.1.3 Location. The work is located in Quarter 1135 at Fort Buchanan, P.R.

1.1.4 The required work shall be performed in accordance with plans, Specification and applicable industry Standards and Regulations, as well as all applicable Technical Organizations and Regulatory Agencies listed in Paragraph 1.4. The required work is in general described as follows:

1.1.5 Administrative, Safety and Environmental Works shall be performed in accordance with this SECTION 01 11 00, STATEMENT OF WORK and DIVISION 01, GENERAL REQUIREMENTS indicated in the TABLE OF CONTENTS: SECTION 00 01 15, LIST OF DRAWINGS; SECTION 01 33 00, SUBMITTAL PROCEDURES;

SECTION 01 35 29, SAFETY REQUIREMENTS; SECTION 01 57 20, ENVIRONMENTAL PROTECTION;

SECTION 01 58 00, PROJECT IDENTIFICATION; SECTION 01 78 00, CLOSEOUT PROCEDURES.

1.2 SCOPE OF WORK:

1.2.1 ARCHITECTURAL/STRUCTURAL

1.2.1.1 Demolition. No demolition is needed.

1.2.1.2 New works: Contractor shall perform all works indicated in this Statement of Work and drawing.

a) Fill with non-shrink grout cement and leave a smooth surface, all holes and imperfection exposed after all the wood fixtures were removed from Quarter 1135. Contractor is responsible to provide, for Contracting Officer approval, the non-shrink grout cement product to be used.

b) Furnish, paint and install door frames as required by existing concrete opening. Frames must be of mahogany wood measuring 2” x 4” by required length, painted with white oil paint. Doors identified as 3, 4, 5 and 6 require a transom (refer to included drawing and table). Transom material must be a mahogany plywood panel ½” thick and will be painted with white oil paint. Some transom will require to install A/C window or others minors fixtures that will be provided by Government. Install two (2) four inches (4”) stainless steel ball bearing hinges per doors. Each door must have a bath and room ANSI 3 satin chrome finish lock. All door finish features most match one another.

c) Furnish, install, paint and/or varnish doors as required by existing concrete opening. Doors identified as 1, 2, 3 and 4 must be of mahogany, semi-solid, flush smooth, 1 3/8” thick and painted with white oil paint. Doors identified as 5, 6 and 7 must be mahogany louver solid swing door of 1 ½” thick with varnish finish. For doors identification number refer to included drawings and table.

d) Furnish, install and varnish solid sliding louver closet doors as required by existing concrete opening. Doors identified as 8, 9 and 10 must be of mahogany solid sliding louver closet door of 1 ½” thick with varnish finish.

Contractor is responsible of include all hardware necessary to create a fully operational and secure sliding door closet. Doors must include a flush pull fixture. For doors identification number refer to included drawings, table and illustrations.

e) Build and install wooden doors including the frame for the upper storage closet area as required by existing concrete opening. For closets identified as A and B (Bedroom 2 & 3) two (2) wooden doors are necessary for proper functionality (refer to included drawings and illustrations). For closet identified as C (Bedroom 1) three (3) wooden doors are necessary for proper functionality (refer to included drawing and illustrations). Contractor is responsible to install for each doors in the upper storage closet area two (2) three inches (3”) stainless steel ball bearing hinges, pull knob and catch lock. Doors must be made of ¾” CDX pressure treated plywood, painted with white oil paint. All wooded members to build the required frame for the door in the upper storage closet area must be pressure treated, and painted with white oil paint. Contractor is required to present to COR for approval, prior to construction, a shop drawing of the doors and frame units including (but not limited to) all hardware necessary to create a fully operational upper storage closet area

f) Build and install all wooden shelves for all three (3) bedroom closet (A, B & C). For size, dimension and quantities refer to the included shelve schedule and illustrations. Shelves and dividers must be made of ¾” CDX pressure treated plywood, painted with white oil paint. All wooded members to build the required shelves, dividers and supporting components for the bedrooms closet must be pressure treated, and painted with white oil paint.

Contractor is required to install the hanging rod, which will be provided by the Government, for each bedroom closet and closet identified by letter F. Contactor has to arrange for the construction and installation of a fascia trim along the length of the closet opening (refer to illustrations). This fascia trim will cover the separation between the lower part and upper storage area of the closet. The fascia trim must be made of pressure treated wood (no plywood is allowed) and painted with white oil paint. Contractor is required to present to COR for approval, prior to construction, a shop drawing of the shelves, divider, fascia trim and all others components, as well as, of all hardware necessary to create a fully operational closet.

g) Build and install all wooden shelves identified by the letter D, E, F, G and H. For size, dimension and quantities refer to the included shelve schedule and illustrations. Shelves must be made of ¾” CDX pressure treated plywood, painted with white oil paint. All wooded members to build the required shelves and supporting components must be pressure treated, and painted with white oil paint. Contractor is required to present to COR for approval, prior to construction, a shop drawing of the shelves and all others components.

h) Provide and install a new kitchen countertop over existing cabinets. The counter top must be made of cedar wood cover with plastic laminated material and have a 4” backsplash. Additionally, install a backsplash with all the necessary materials on the wall along the counter top with the same plastic laminated material of the countertop (refer to included illustration). This backsplash must cover from the top of the counter top to the bottom of the upper wall cabinet. Also, install backsplash at stove wall (refer to included illustration). The existing cabinets have a U-Shape configuration with dimensions of 16 feet long and 24 inches wide. Contractor is required install a kitchen sink (to be provided by Government) with typical dimension of 33 inches long by 22 inches wide, kitchen faucet (to be provided by Government) , faucet hoses (to be provided by Government) and waste disposal (to be provided by Government) including it electrical connection, Contractor is responsible for all other incidentals. Contractor is required to present to COR for approval, prior to construction, a shop drawing of the kitchen counter top and present a sample of the plastic laminated material that must match the existing grey material at the toe of the existing cabinets.

i) Install a member over each window of 1” x 4” by the required length plus 5 additional inches each side. Material must be solid pressure treated wood (no plywood), and painted with white oil paint. The piece needed are for the following window length;

1. For the 3’ – 0” wide windows, five (5) pieces, each of 46 inches long.

2. For the 6’ - 0” wide windows, two (2) pieces, each of 82 inches long.

j) All wood to be installed and/or used in this job must be mahogany, cedar and pressure treated as indicated in this section, any other type of wood is not allowed. All wood parts that require to be painted with white oil paint, the surface must be prepared with a prime coat prior to paint application.

k) Cleaning of all work areas, repainting or resurfacing the wall or adjacent areas to the new or replaced items. As well of cleaning, resurfacing and repainting inside closets.

l) Contractor is responsible of verifying all dimension, not change to the contract will be accepted for any dimension discrepancies. Contractor is responsible to submit, prior to install, all furnish material and equipment to COR for approval.

1.3 BID SCHEDULE: NOT USED

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 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, whichever is stricter.

1.4.2.7 ANSI/ASHRAE/IES Standard 90.1-2013 -- Energy Standard for Buildings Except Low-Rise Residential Buildings

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 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 Plumbing shall be designed and installed in accordance with the latest edition of the National Standard

Plumbing Code.

1.4.5.5 The proposed building shall be analyzed for fire code compliance utilizing the National Fire Protection

Association (NEPA) standards.

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 SOID (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 703-841-1112

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, VA 20191-4400 703-295-6000

ASHRAE American Society of Heating, Refrigeration & Air Conditioning Engineers

1791 Tullie Circle NE Atlanta, GA 30329 404-627-8400

ASLA American Society of Landscape Architects 1732 Connecticut Avenue, N.W.

Washington, DC 202-466-7730

ASME American Society of Mechanical Engineers

345 East 47th Street New York, NY 10017 212-644-7722

ASPE American Society of Plumbing Engineers 15233 Ventura Blvd.

Sherman Oaks, CA 91403

ASSE American Society of Sanitary Engineers P.O. Box 9712 Bay Village, OH 44140 216-835-3040

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, Virginia 20191-4400 703-295-6000

ASTM American Society for Testing and Materials

1916 Race St.

Philadelphia, PA 19130 215-299-5400

AWI Architectural Woodwork Institute 2310 S. Walter Reed Dr.

Arlington, VA 22206 703-671-9100

AWPA American Wood-Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014 301-652-2109

AWPB American Wood Preservers Bureau

225. Randolph Street Arlington, VA 22206 703-931-8180

AWPI American Wood Preservers Institute 1945 Old Gallows Road #550 Vienna, VA 22182 703-893-4005

AWS American Welding Society 550 Leiune Road Miami, FL 33135 05-642-7090

AWWA American Water Works Association 6666 Quincy Avenue Denver, CO 80235 303-794-7711

BHMA Builder’s hardware Manufacturers Association (c/n TGAM)

60 East 42nd Street, Room 1807 New York, NY 10017 212-682-8142

BIA Brick Institute of America 11490 Commerce Park Drive Reston, VA 703-620-0010 ‘Recommended Building Code Requirements for Engineered Brick Masonry’

CDA Copper Development Association 405 Lexington Avenue New York, NY 10017 212-953-7300

CISPI Cast Iron Soil Pipe Institute 1499 Chain Bridge Road McLean, VA 22101 703-827-9177

COE U.S. Army Corps of Engineers 475 Harrison Ave, Ste 202 Panama City, FL 32401 850-763-0717

CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street Chicago, IL 60601 312-372-5059

CS Commercial Standard of NBS (U.S. Dept. of Commerce)

Government Printing Office Washington, DC 20402

DEP Florida Department of Environmental Protection

160 Governmental Center Pensacola, FL 32501-5794 850-444-8300

DHI Door and Hardware Institute 7711 Old Springhouse Rd.

McLean, VA 703-556-3990

EIA Electronic Industries Association 2001 Eye Street, NW

Washington, DC 20006 202-457-4900

EPA Environmental Protection Agency

FCC Federal Communications Commission

1919 M Street NW Washington, DC 20554 202-632-7000

FDOT Florida Department of Transportation District 3 (Destins local district) 1074 Highway 90 East Chipley, Florida 32428 850-638-0250

FDOT Florida Department of Transportation Central Office 605 Suwannee Street Tallahassee, Florida 32399

FCI Fluid Controls Institute P.O. Box 3954 Tequesta, FL 33458 305-746-6466

FGMA Flat Glass Marketing Association

3310 Harrison Topeka, KS 66611 913-266-7013

FHA Federal Housing Administration (U.S. Dept. of HUD) 4517 Seventh St., SW Washington, DC 20201 202-7557353

FM Factory Mutual Engineering Corp.

Norwood, MA 02062

FS Federal Specification (General Services Admin.)

Building 197 Washington Navy Yard, SE Washington, DC 20407

FTI Facing Tile Institute Box 8880 Canton, OH 44711 216-488-1211

GA Gypsum Association 1603 Orrington Avenue Evanston, IL 60201 312-491-1744

HPMA Hardwood Plywood Manufacturers Association

1852 Michael Faraday Drive Reston, VA 22090 703-435-2900

IA The Irrigation Association 1911 N. Fort Myer Drive Suite 1009 Arlington, VA 22209 703-524-1200

ES Illuminating Society of North America

345 E. 47th Street New York, NY 10017 212-644-7926 “Lighting Handbook”

IEEE The Institute of Electrical and Electronic Engineers, Inc.

345 East 47th Street New York, NY 10017 (ANSI C2-1990)

ILI Indiana Limestone Institute of America Stone City Bank Bldg.

Bedford, IN 47241 812-275-4426

IPCEA Insulated Power Cable Engineers Association

IRI Industrial Risk Insurers 85 Woodland Street Hartford, CT 06102 203-525-2601

MBMA Metal Building Manufacturer’s Association 1300 Sumner Avenue Cleveland, OH 44115 216-241-7333

MCAA Mechanical Contractors Association of America 5530 Wisconsin Avenue Washington, DC 20015 202-654-7960

MIA Marble Institute of America 22505 State Street Farmington, Ml 48024 313-476-5558

MIL Military Standardization Document (U.S. Dept. of Defense)

Naval Publications and Forms Center Philadelphia, PA 19120

MLSFA Metal Lath/Steel Framing Association 221 N. LaSalle Street Chicago, IL 60601 312-346-1600

MSSNE Manufacturers Standardization Society of the Value and Filling Industry 127 Park Street, Vienna, VA 221 80-4602 703-281-6613

NAAMM The National Association of Architectural Metal Mfgrs.

221 N. LaSalle Street Chicago, IL 60601 312-346-1600

NAPF National Association of Plastic Fabricators 1701N St., NW Washington, DC 20027 202-656-8874

NAPHCC National Association of Plumbing-Heating-Cooling Contractors

P.O. Box 6808 Falls Church, VA 22046

NBGQA National Building Granite Quarries Association 202 S. Third Avenue Cold Springs, MN 55107

NBS National Bureau of Standards (U.S. Dept. of Commerce)

Gaithersburg, MD 20234

NCMA National Concrete Masonry Association P.O. Box 781

Herndon, VA 22070 703-435-4900 “Specification for the Design and Construction of Load-bearing Concrete Masonry”

NEBB National Environmental Balancing Bureau 8224 Old Courthouse Road Vienna, VA 22181 703-734-3840

NEC National Electric Code (by NFPA)

NECA National Electric Contractors Association 7315 Wisconsin Avenue Washington, DC 20014 202-657-3110

NEII National Elevator Industry, Inc.

600 Third Avenue New York, NY 10016 212-986-1545

NEMA National Electrical Mfg. Association 2101 L. Street, NW Washington, DC 20037 202-457-8400

NESC National Electrical Safety Code (IEEE)

NFPA National Fire Protection Association Battery March Park Quincy, MA 02269

NFPA National Forest Products Association 1619 Massachusetts Avenue, NW Washington, DC 20027 202-797-5800

NHLA National Hardwood Lumber Association P.O. Box 14518 Memphis, TN 38104 901-377-1818

NAPA National Particleboard Association 2306 Perkins P1.

Silver Springs, MD 20910 301-587-2204

NSF National Sanitation Foundation 3745 Plymouth Road Ann Arbor, Ml 48106 313-769-8010

NTMA The National Terrazzo and Mosaic Association 3166 Des Plains Avenue Des Plains, IL 60018 312-635-7744

NWMA National Wood Manufacturers Association 205 West Touhy Avenue Park Ridge, IL 60068 312-823-6747

OSHA Occupational Safety Health Administration (U. S. Dept. of Labor)

Government Printing Office Washington, DC 20402

PCI Prestressed Concrete Institute 20 N. Wacker Drive Chicago, IL 60606 312-346-4071 Manual 1 for Quality Control for Plants and Production of Prestressed Products” (MNL116-70)

PDI Plumbing and Drainage Institute 5342 Blvd. Place Indianapolis, IN 46208 731 -251-5298

PEI Porcelain Enamel Institute 1111 N. 19th Street Arlington, VA 22209 703-527-5257

PS Product Standard of NBS (U.S. Dept. of Commerce) Government Printing Office Washington, DC 20402

RCRBSJ Research Council on Riveted and Bolted Structural Joints “Specification for Structural Joints using ASTM A325 or A490 Bolts”

RFCI Resilient Floor Covering Institute 1030 15th St., NW Washington, DC 20005 202-833-2635

RIA Redwood Inspection Service (Grading Rules) 627 Montgomery San Francisco, CA 94111

SAMA Scientific Apparatus Makers Association 1101 16th St., NW Washington, DC 20027 202-223-1270

SBCCI Southern Building Code Congress International, Inc.

900 Montclair Road Birmingham, Alabama 35213-1853 205-591-1853 “Standard Building, Plumbing and Mechanical

Codes”

SDI Steel Deck Institute P.O. Box 3812 St. Louis, MO 63122 314-965-1741

S.D.I. Steel Door Institute

712 Lakewood Cot. N.

Cleveland, OH 44107 216-226-7700

SHLMA Southern Hardwood Lumber Manufacturers Association

805 Sterick Blvd.

Memphis, TN 38103 901-525-8221

SIGMA Sealed Insulating Glass Manufacturers Association 111 E. Wacker Drive Chicago, IL 60601 312-644-6610

SJI Steel Joist Institute 1703 Parham Road Richmond, VA 23229 804-286-3071 “Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders, 40th

Edition”, “Recommended Code of Standard Practice for Steel Joists and Joist Girders”, “Diaphragm Design Manual”, and “Steel Roof Deck Design Manual”

SMACNA Sheet Metal & Air Conditioning Contractors National Association

8224 Old Courthouse Road Vienna, VA 22180 703-790-9890

SPIB Southern Pine Inspection Bureau (Grading Rules) 4709 Scenic Hwy.

Pensacola, FL 32504 904-434-2611

SSPC Steel Structures Painting Council

4400 5th Avenue Pittsburg, PA 15213 412-578-3327

TCA Tile Council of America P.O. Box 326 Princeton, NH 08540 609-921-7050

TI MA Thermal Insulation Manufacturers Association

7 Kirby Plaza Mt. Kisco, NY 10549 914-241-2284

TPI Truss Plate Institute 2400 F. Devon Avenue Des Plains, IL 60062 312-625-7700

UBC Uniform Building Code, International Conference of Building Officials 5270 South Workman

Mill Road Whittier, CA 90601

UL Underwriters Laboratories 333 Pfingsten Road Northbrook, IL 60062 312-272-8800

UFAS Uniform Federal Accessibility Standards

UFC Unified Facilities Criteria (UFC)

USACE U.S. Army Corps of Engineers Headquarters

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