W912C317T0006ModifyCounterB21.pdf

0010975331

Requirement: Modify Service Counter at Building 21 (Rodriguez Army Health Clinic (RAHC)), Fort Buchanan, PR

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 Women-Ow ned Small Business.

Payment & Performance Bonds are applicable to this requirement.

Site Visit has been scheduled for March 29, 2017 at 9:00 AM.

Attachment: Draw ing No: DPW-PR-1359-13 sheets 1 through 5

MARIA OTERO 787-707-3985

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

24-Mar-2017

(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

X

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 ________60 calendar days after receiving aw ard, notice to proceed. This performance period is X mandatory, negotiable. (See _________________________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.)

YES X NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________0 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________12 Apr 2017 (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

12:00 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:

W912C3-17-T-0006 59

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

W912C3-17-T-0006

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

MODIFY COUNTER AT B21 (RAHC)

FFP

Contractor shall provide labor, materials, equipment, supervision, insurance and all necessary to Modify Service Counter at Building 21 (Rodriguez Army Health Clinic (RAHC)), Fort Buchanan, PR in accordance with the Statement of Work provided herein and all terms and conditions

NOTE: THE CONTRACTOR SHALL SUBMIT A DETAIL COST

BREAKDOWN WITH THEIR QUOTE (LABOR (# OF PERSONNEL X

HOURLY RATE=), MATERIAL (DETAIL), EQUIPMENT (DETAIL),

OVERHEAD, PROFIT, ET.).

FOB: Destination

PURCHASE REQUEST NUMBER: 0010975331

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 N/A N/A N/A Government 0002 N/A N/A N/A Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

0001 60 dys. ADC 1 W1H1 USAG FT BUCHANAN

W1H1 USAG FT BUCHANAN

DPW LOGISTICS DIVISION

BLDG 37 SOUTH GATE RD

FORT BUCHANAN 00934-4206

210-466-0553

W81YDN

0002 60 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

W81YDN

Section 00100 - Bidding Schedule/Instructions to Bidders

STATEMENT OF WORK

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15 List of Drawings Section 01 11 00 Statement of Work Section 01 20 00 00 20 Price and Payment Procedures Section 01 30 00 Administrative Requirements Section 01 32 16 00 20 Small Project Const. Progress Schedule Section 01 33 00 Submittal Procedures Section 01 35 26 Government Safety Requirements Section 01 42 00 Source for Reference Publications Section 01 57 19 Temporary Environmental Controls Section 01 58 00 Project Identification Section 01 74 19 Construction and Demolition Waste

Management Section 01 78 00 Closeout Procedures Section 01 78 23 Operation and Maintenance Data

ATTACHMENTS (ELECTRONIC VERSION)

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

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

SKETCH ----------- PROJECT SIGN SAMPLE

* * * 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

Contract drawings are as follows:

SHEET NO. DRAWING NO. TITLE

1 T-1 Title Sheet, Location, Site Maps and Index of Drawings

2 A-1 Existing Layout

3 A-2 Demolition Plan

4 A-3 Proposed Layout

5 A-4 New Work Plan & Details

1.3 REFERENCE DRAWINGS

The reference drawings are intended only to show the existing site condition.

Drawings are property of the Government and shall not be used for any purpose other than that intended by the contract.

See Attachment

* * * END OF SECTION * * *

SECTION 01 11 00

STATEMENT OF WORK

PART 1 DESCRIPTION OF WORK

1.1 Work to be done: Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the work in connection with the “Modify Service Counter at Building 21, Fort Buchanan, PR”.

1.1.1 Prospective Bidders: All prospective bidders area encourage to visit project site and familiarize with all conditions that might affect the work or cost thereof. On this visit, the contractor will verify quantities, dimensions, details and notify in writing any omitted data or discrepancy with the drawings or scope of work. If is necessary, the contractor shall coordinate all the necessary site visits for data compilation. The government will not be responsible for any difference between the existing conditions and the illustrated in drawing if it’s not notify prior to the proposal delivery.

1.1.2 Location: The work is located in Chrisman Road, Building 21 at Fort Buchanan, P.R. as shown on drawings.

1.2 The required work in all Architectural, Civil, Structural, Plumbing, Mechanical and Electrical trades shall be performed in accordance with all applicable Technical Organizations and Regulatory Agencies listed in Paragraph 1.4, particularly with the Unified Facilities Criteria (UFC) and its Unified Facilities Specifications Guide (UFSG), which are the base of this technical document. Work shall also comply with US Army Corps Of Engineers, Department of the Army, Environmental Protection Agency and PR Environmental Quality Board Standards and Regulations. The required work is in general described in this SOW and provide drawings. Contractor shall also consider the following administrative sections:

1.2.1 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 30 00 ADMINISTRATIVE REQUIREMENTS;

SECTION 01 32 16.00 20, SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES;

SECTION 01 33 00, SUBMITTAL PROCEDURES; SECTION 01 35 26, GOVERNMENTAL

SAFETY REQUIREMENTS; SECTION 01 35 29.13, HEALTH, SAFETY AND EMERGENCY

RESPONSE PROCEDURES FOR CONTAMINATED SITES; SECTION 01 42 00, SOURCES FOR

REFERENCE PUBLICATIONS; SECTION 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS; SECTION 01 58 00, PROJECT IDENTIFICATION; SECTION 01 74 19,

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT; SECTION 01 78 00, CLOSEOUT

PROCEDURES; SECTION 01 78 23, OPERATION AND MAINTENANCE DATA.

1.2.2 Demolition Works:

The Contractor shall perform the following:

1.2.2.1 Remove and dispose existing service counter top in

reception area.

1.2.2.2 Remove and dispose work station counter identified in the drawings.

1.2.2.3 Remove and dispose rolling shutters & return to Dpw, O&M division.

1.2.3 Architectural/Structural Works:

Work includes:

1.2.3.1 Install new countertops one inch (1”) thick glue

laminated plywood, grade 10/HGS, solid color equal or similar to existing one. Contractor shall modified height in a portion of the countertop as indicated in drawings.

1.2.3.2 Seal with gypsum board system an opening section on the reception area. See detail “A” of gypsum board partion on sheet A-4 for more details.

1.2.3.3 Install new gypsum board partition as indicated in

drawings. Gypsum board insulation shall be R-11 value, width 16” & 3-1/2” thickness.

1.2.3.4 Install new 7/16” security glass (laminate) clear in the reception area with satin anodized aluminum speak through grill and pass through service opening, including aluminum side covers.

Contractor shall install black rubber edge to protect the glass on the opening service through.

1.2.3.5 Contractor shall reinforce metal stud with 2” x 4” wood sections to support aluminum window glass frames.

1.2.3.6 Install new 4” rubber cove base in the gypsum board

partitions same color as the existing one. Contractor shall use manufacturer’s recommended adhesive.

1.2.3.7 Install corner guard protectors 1-1/2” legs in each

corner of the new gypsum board partitions.

1.2.3.8 Contractor shall paint the gypsum board partitions

matching existing colors with semi-gloss paint,one primer coat & two layer of coating painting for balance finish as minimum requirement.

1.2.3.9 Install new wire glass vision lite (5” x 20”) in the

existing wood door identified in the drawings.

1.2.4 Plumbing Work

1.2.4.1 There is no plumbing work construction on this contract.

1.2.5 Mechanical Work

1.2.5.1 There is no mechanical work construction on this

contract.

1.2.6 Electrical Work1.2.6.1 There is no electrical work construction on this contract.

1.2.7 Communications System

1.2.7.1 There is no communication system construction on this

1.3 BID SCHEDULE:

1.3.1 BASE BID: See CLIN Section.

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 latest 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, latest

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.

1.4.3 STRUCTURAL: In addition to the general requirements stated above, construction will meet the latest editions of the following codes, standards, and specifications, as it may apply based on the nature of the specific work in consideration:

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 (ACt), “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 (AlSl), “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, construction will meet the latest editions of the following codes, standards, and specifications.

1.4.4.1 The end product 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 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

MSS Manufacturers Standardization Society of the Value and Filling Industry 127 Park Street, NE 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

USACE U.S. Army Corps of Engineers Headquarters 20 Massachusetts Avenue NW

Washington, D.C. 20314-1000 (202) 761-0660

WBDG Whole Building Design Guide National Institute of Building Science (NIBS) 1090 Vermont Avenue NW, Suite 700 Washington, DC 20005

WCLB West Coast Lumber Inspection Bureau (Grading Rules) P.O. Box 2315 Portland, OR 97223 503-639-0651

WIC Woodwork Institute of California 1833 Broadway Fresno, CA 93733 209-233-9035

WRI Wire Reinforcement Institute 8271-A Greensboro Drive McLean, VA 22102 703-790-9790

WSFI Wood and Synthetic Floor Institute 2400 F. Devon Avenue Des Plains, IL 60018 312-635-7700

WWPA Western Wood Products Association (Grading Rules) 1500 Yeon Bldg.

Portland, OR 97204 503-224-3930

WWPA Woven Wire Products Association 108W. Lake Street Chicago, IL 60601 312-332-6502

WPCF Water Pollution Control Federation Manual of Practice No. 9, Design and Construction of Sanitary or Storm Sewers

1.5 Existing Work. In addition to “FAR 52.236-9, Protection of Existing Structures, Equipment, Utilities, and Improvements”:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer’s Representative. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6 DELIVERY LOCATION

The Contractor shall deliver any materials or equipment to be used in conjunction with this project to the project site at building 21 at Fort Buchanan, PR.

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

1.7.1 Activity Regulations

The Contractor shall ensure his personnel employed on base become familiar with and obey base regulations. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.7.2 Protection of Premises

The Contractor shall take all necessary precautions to protect the Government and private property from damage as a result of his operations. Existing property damaged shall be promptly restored, repaired or replaced to its original condition by the Contractor at his own expense.

1.7.3 Access Roads

The Contractor shall at all times refrain from the use of any roads, grounds, or other facilities which have not been specifically authorized for his use.

1.7.4 Contractor Personnel Requirements

a) Notwithstanding the provisions of the General Clauses entitled "Identification of Employees 1965 Jan", the Contractor will be required to coordinate with the Contracting Officer, background checks and clearance for his personnel in order to have access to the military installation and the job site. Contractor is responsible for providing adequate identification of his personnel while accessing the military installation.

b) All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 15 calendar days after contract start date. Government is responsible for providing the training to contractor personnel at no cost to the contractor. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within five (5) calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://atlevel1.dtic.mil/at.

Also, these contractor and subcontractor employees must complete Level I OPSEC training within 30 calendar days after contract start date. If contract last for more than a year, all these personnel must complete annual OPSEC awareness training.

c) Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation

Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy.

In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

d) The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR.

Government is responsible for providing the training to contractor personnel at no cost to the contractor. This training shall be completed within 15 calendar days of contract award and within 15 calendar days of new employees commencing performance with the results reported to the COR NLT 20 calendar days after contract award.

1.7.5 Temporary Pass

A DD Form 369 for each personnel shall be submitted to the Contracting Officer in order to obtain a temporary pass/access. This pass is valid for the duration of project. Contractor must activate the pass every 30 days at VCC to validate the access. All Contractor's personnel shall wear clothing and/or identification badges identifying them as company employees.

1.8 Project civil, plumbing, mechanical, and electrical system/components installation, workmanship, parts, labor, integrity, and service costs shall be warranted for a period of not less than one year from the date of Government final acceptance.

1.9 Project scheduling: Contractor shall develop a work plan and properly coordinate the project construction and execution to minimize adverse personnel daily operations. Plan shall be discussed with concerned DPW officials and approved by the COR and the Contracting Officer.

1.10 Project execution: Prior to submitting a project work schedule, contractor shall establish a draft/preliminary work schedule/plan and properly coordinate all facilities construction work (exterior and interior).

Plan shall be discussed and coordinated with concerned DPW officials, and end users.

1.10.1 Project Phasing: A Single Phase and Sequence shall be

considered by Contractor. Construction area within the building shall be empty of furniture, modular partitions/cubicle desks and stored equipment and materials. The building tenant/occupant is responsible for removing all property out of the project work area prior the date of Notice to Proceed (NTP). Work area must be clear for the Contractor to start work on date of NTP. Military and/or Civilian Personnel will not be working in the project area during contract performance.

1.11 Other Project Requirements and Considerations:

a) The contractor shall comply with special considerations, safety program, required insurance and Post regulations.

b) All work shall be performed by certified personnel and in accordance with manufacturer recommendations for the products to be used.

c) The contractor shall comply with all technical specifications provided as part of the contract documents.

d) The contractor shall comply with all applicable safety and material handling and storage specifications and procedures for the work to be performed, based on industry standards.

e) The contractor shall submit, for approval within fifteen (15) calendar days after notice to proceed (NTP), a work schedule of planned performance.

f) The contractor shall submit, for approval within fifteen (15) calendar days after award of contract, a Safety Plan.

g) The contractor shall submit, for approval within fifteen (15) calendar days after award of contract, an Environmental Plan.

h) The contractor shall submit for approval the submittal register with listed items for materials to be used in this project including the Material Safety Data Sheet (M.S.D.S), if applicable, to the Contracting Officer within 15 calendar days after award of contract.

The contractor shall clean job site daily and dispose all debris, resulting from the project operation, to an authorized disposal facility off Fort Buchanan.

1.12 Project discrepancies: This scope of work shall serve as a guide to the contractor in executing the job. In no way this SOW pretends to tell the Contractor how to execute the work, but rather to indicate what the contract is looking for and the expected quality of the products and job performed. In case where the contractor is in doubt as to the particular part of the job due to the discrepancies in the scope of work, drawings and the specifications, he/she shall notify in written the Contracting Officer Representative (COR) of the same.

Part 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 The Contractor is responsible for verifying actual dimensions at the job site. It is highly encouraged to do this during a pre-award site visit(s) to be determined by the Contracting Officer. The Mission & Installation Contracting Command (MICC) in Fort Buchanan will coordinate with the Directorate of Public Works (DPW) and Contractor to assure that the area will be available for inspection and measurements.

3.2 After contract award, the awarded Contractor shall verify again all dimensions and existing conditions that affect the contract performance, final product, and warranty, prior to start any work. The contractor shall notify in written to the Contracting Officer within 10 calendars days after the notice to proceed is issued, and before commencing the work, the following:

a. Any deviation from normal or assumed conditions related to the site, civil, architectural, structural, mechanical, electrical, engineering works that affect contract performance.

b. Any detrimental interference of inserts, conduits, openings, or any mechanical and electrical equipment not shown in the drawings and specifications.

c. Any recommendations to improve contract execution and final product including related cost estimate.

d. Any discrepancies that shall be evaluated base on Contractor’s experience and expertise.

3.3 If there are no discrepancies on field conditions, the contractor shall verify existing field conditions and notify the Contracting Officer within 10 calendar days after the notice to proceed is issued and before commencing the work that the existing field conditions are satisfactory and will not affect contract performance, final product and warranty. Although there is a Notice to Proceed (NTP), Contractor will not be authorized to start the works if this Written Notification is not submitted before to the Contracting Officer via the project’s assigned COR.

3.4 PERIOD OF PERFORMANCE

The Contractor shall be required to commence work under this Contract within 10 and not more than 15 calendar days after being notified to proceed by Contracting Officer (unless otherwise indicated in the NTP), and complete the specific work order, and have facility ready for use in 60 calendar days after issuance of Notice To Proceed as required by Contracting Officer.

3.4.1 Delay Penalty

Not applicable.

3.4.2 Safety Requirements

Contractors shall comply with the latest versions of EM 385-1-1 entitled: General Safety Requirements (including interim changes) that is in effect on the date of solicitation (http://www.publications.usace.army.mil/Portals/76/Publications/Enginee rManuals/EM_385-1-1_English_2003.pdf). Prior to making an offer, bidders should check the HQUSACE Safety and Occupational Health web site indicated above for the latest changes. No separate payment will be made for compliance with this paragraph or for compliance with other safety and health requirements of this contract

3.4.3 Construction Progress Schedule

The contractor shall submit for approval a construction progress schedule of planned performance within 15 calendar days after notice to proceed (NTP).

3.4.4 Schedule of Prices

The contractor shall submit within 15 calendar days after contract award one electronic version of the schedule of prices; a detail breakdown on the contract price, giving the quantities for each of the various kinds of work, the unit prices, and the total prices thereof.

3.4.5 Project Sign

The contractor shall install a project identification sign in accordance with the attached sketch. The location shall be approved by the Contracting Officer.

3.4.6 Working Hours

Regular working hours for this project shall be from 1600 to 0000 Monday through Friday, excluding Federal Government holidays and Good Friday. Working outside regular working hours will require prior approval from the Contracting Officer. A written request shall be provided to the Contracting Officer for approval, 15 calendar days prior to commencement.

3.4.7 Preconstruction Conference

After award of the contract and prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work are also recommended to attend.

3.4.7.1 Contractor shall provide all required submittals and

documentation necessary to start project execution.

3.5 Additional contract requirements

3.5.1 Contractor shall dispose solid waste debris resulting from demolition according to their classification:

a. Non-hazardous solid waste: to be disposed as construction debris.

b. Hazardous solid waste: to the nearest approved certified landfill.

3.5.2 Contractor shall remove and dispose Lead-Based Paint (LBP) in accordance with Federal and Local Regulations. There is no indicator that the contractor will deal with LBP in this project. If encountered, contractor shall report situation to COR inmediately.

3.5.3 Contractor shall obtain all applicable and necessary federal, state and local permits from the U.S. Environmental Protection Agency and the P.R. Environmental Quality Board including but not limited to:

Solid Waste Generation and Disposal, Air Quality (Dust Control).

3.5.4 Weekly Report

Contractor shall submit a weekly report to the Contracting Officer’s Representative with the following but not limited information:

a. Work performed every day

b. Weather conditions

c. Personnel working every day

d. Equipment being used

e. Evidence of materials disposed or recycled (waste and recycling manifest)

3.5.5 Contract Specifications

Contractor shall comply with attached Specifications listed in the “TABLE OF CONTENTS” Sheets 1, 2 and 3.

3.5.6 Attachments for Submittals Technical Specifications

a. Material Approval Submittal Form (SOFB-DOC Form 3000-R-E, Feb 2002) with instructions.

b. Submittal Register Form (ENG FORM 4288-R, JAN 97).

c. Project Sign sketch as per attachment.

3.5.7 Temporary Signage and barricades

Contractor shall provide and maintain temporary signs, markings, and barricades to protect personnel and project areas from damages.

3.5.8 Base Operations Disruptions

Contractor shall conduct his operations so as to cause the least possible interference with the normal operations of the Post because the facilities (buildings, streets, driveways, parking areas) and surrounding buildings will remain in operation during the entire construction period.

3.5.9 Final Inspection

Contractor shall request final inspection in writing with at least fourteen (14) working days in advance for proper coordination and approval by the Contracting Officer.

3.5.10 Material Storage

The Contractor shall store materials only in places where directed. No fire hazardous materials of flammable liquids shall be stored or otherwise maintained within a building or structure, except as approved by the Contracting officer, and in accordance with the local fire regulations.

3.5.11 Environmental Protection

In order to present and provide for abatement and control of any environmental pollution arising from the activities in the performance of this contract, the Contractor shall comply with all applicable pollution control and abatement, and all applicable provisions of the Corps of Engineers Manual, EM 385-1-1, entitled: General Safety Requirements, in effect on the date of solicitation. For the purposes of this contract, environmental pollution is defined as the presence of chemical, physical, or biological elements of agents which adversely affect human life; affect other species of importance to man; or degrade the utility of the environment for aesthetics and facility operational purposes. The contractor must submit the waist or recycling manifest every time carry out material from the base.

3.5.12 Clean-up

All clothes, cotton, wastes, sanding disks, and other cleaning materials which might constitute a fire hazard shall be placed in a metal container or destroyed at the end of each workday. Upon completion of the work, all staging, scaffolding, containers, and debris shall be removed from the site or destroyed in a manner approved by the Contracting Officer. Adjacent areas and surfaces negatively affected during the performance of this contract shall be left clean and returned to the original condition.

3.5.13 Salvage

The Contractor shall dispose-off the Installation all existing materials and equipment which are required to be removed or disconnected to perform the work, but are not indicated or specified for salvage, and that have been properly identified and authorized for disposal by the Contracting Officer.

3.5.14 Safety Program

The Contractor shall submit a plan detailing the Safety Program in accordance with the safety requirements for approval. The Contractor shall meet with representatives of the Directorate of Public Works (DPW) and the Installation Safety Officer (ISO) to discuss and develop a mutual understanding of the ground rules for the administration of the Safety Program prior to commencing the work.

3.5.15 ACCIDENT REPORTS: The Contractor and his sub-contractors shall maintain an accurate record, and shall report to the Contracting Officer, exposure data and all accidents resulting in death, traumatic injury, occupational disease, or damage to property, material, supplies, and equipment incidental to work performed under the

3.5.16 STORM PROTECTION: Should warnings of wind of gale force or stronger be issued, the Contractor shall take every practicable precaution to minimize dangers to persons, to the work, and to adjacent property. These precautions shall include removing all loose materials, tools, and/or equipment from exposed locations, and removing or securing other temporary work.

3.5.17 HOT WORK: The Contractor shall notify Fire Department daily in the event “hot work” is to be performed. A DA Form 5383-R (Hot Work Permit) authorizes open flame, welding operations or other hazardous potential fire actions. Contractor shall furnish his own portable fire extinguishers as required (minimum two each of 10 lbs) to comply with the Fire Department instructions.

Fire/Ambulance Service Emergency number: (787) 707-5911

3.5.18 Contractor shall submit for approval all materials to be used in this contract with Material Safety Data Sheets (MSDS), and Submittal Status Log Sheet. Submittals shall be delivered to Contracting Officer within 15 calendar days after contract award, USING A Transmittal Form.

3.5.19 All details, sections, and notes shown in the sketches are intended to be typical and shall applied to similar situations elsewhere unless otherwise noted.

3.5.20 Contractor shall protect existing buildings, facilities, utilities and equipment during working period and will be responsible for any damages resulting from operation and/or execution of this

3.6 SHOP DRAWINGS, MANUFACTURES DATA AND CERTIFICATIONS REQUIRED OF THE

CONTRACTOR:

As soon as practicable after award…