SOW RFQ W912C320T0004_Bathroom and Sewage Pipe Repair B660_17 Aug 2020.doc

STATEMENT OF WORK

BATHROOM & SEWAGE REPAIRS BUILDING 660

FORT BUCHANAN, PR

TABLE OF CONTENTS

DIVISION 00 01 15

LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

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 45 00.00 10 Quality Control

Section 01 50 00 Temporary Construction Facilities and Controls.

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

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00

Demolition

DIVISION 03 – CONCRETE

Section 03 00 00

Micelaneous Cast in place Concrete

DIVISION 04 – MASONRY

Section 04 00 00

Concrete Mansory Units

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

Section 06 41 16 00 10 Plastic-Laminate-Clad Architectural Cabinets

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 92 00

Joint Sealants

DIVISION 09 - FINISHES

Section 09 22 00

Support for Plaster and Gypsum Board

Section 09 23 00

Gypsum Plastering

Section 09 24 23

Cement Stucco

Section 09 29 00

Gypsum Board

Section 09 30 10

Ceramic Tile, Quarry and Glass Tiling

Section 09 90 00

Paints and Coatings

Section 09 96 00

High Performance Coatings (Epoxy finish)

DIVISION 10 – SPECIALTIES

Section 10 21 13

Toilet Compartments

Section 10 28 13

Toilet Accesories

DIVISION 12 – FURNISHINGS

Section 12 36 00

Countertops

DIVISION 22 – PLUMBING

Section 22 00 00

Plumbing, General Purpose

DIVISION 26 – ELECTRICAL

Section 26 20 00

Interior Distribution System

Section 26 51 00 00 40

Interior Lighting

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 28 31 74 00 20

Interior Fire Detection and Alarm System

ATTACHMENTS (ELECTRONIC VERSION)

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.

TITLE

T-1

TITLE SHEET, LOCATION SITE MAP, PROJECT SIDE LOCATION & DRAWING INDEX.

SI-1

EXISTING BUILDING PLAN-HALLWAY RESTROOMS & ELECTRICAL PANELS LOCATION.

SI-2

HALLWAY RESTROOMS SANITARY SEWAGE PIPE TRENCH AND DETAILS.

D-1

DEMOLITION WORK PLAN-HALLWAY RESTROOMS.

A-1

NEW WORK PLAN-HALLWAY BATHROOMS.

P-1

PLUMBING DEMOLITION AND NEW WORK PLAN-HALLWAY RESTROOMS.

E-1

ELECTRICAL DEMOLITION AND NEW WORK PLAN-HALLWAY RESTROOMS.

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. Information on procuring these drawings may be obtained from the Contracting Officer.

* * * 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 “Communitty Club Restrooms & Sewage Pipe Repairs - Building 660, Fort Buchanan, PR”.

1.1.1 Location: The work is located in Depot Road, Building 660 at Fort Buchanan, P.R. as shown on drawings.

1.2 The required work in all Architectural, Civil, Structural, Plumbing, and Electrical trades shall be performed in accordance with all applicable Technical Organizations and Regulatory Agencies listed in Paragraph 1.4. Work shall also comply with, Department of the Army, Environmental Protection Agency and PR Environmental Quality Board Standards and Regulations. The required work is in general described as follows:

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 45 00.00 10, QUALITY CONTROL; SECTION 01 50 00, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS; 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: Contractor shall perform selective demolition, disposal and recycling works indicated in related specifications sections and drawings D-1, P-1, and E-1 in accordance with attached Specifications in DIVISION 02, EXISTING CONDITIONS and indicated in the TABLE OF CONTENTS: SECTION 02 41 00, DEMOLITION. The contractor shall schedule the works with COR and building tenant, so the other building areas will continue operational during project duration.

The Contractor shall perform the following:

1.2.2.1 Remove and dispose wall tiles, wall stucco finish, wall cove base, floor tiles, hard suspended ceiling and thresholds.

1.2.2.2 Remove and dispose lavatories & accessories including p-traps, shutoff valve and flexible hose connection.

1.2.2.3 Remove and dispose lavatories countertops including back splash.

1.2.2.4 Remove and dispose all existing floor mounted water closets, sewage drain flange and flushing valves.

1.2.2.5 Remove and dispose all existing wall hung urinal, flush valve & wall sewage drain flange.

1.2.2.6 Remove and dispose all restrooms cubicles and accessories.

1.2.2.7 Remove and dispose all wall hung urinal Screen.

1.2.2.9 Remove and dispose all soap dispenser, paper towel dispenser and toilets paper dispenser.

1.2.2.10 Remove and retain wall mounted mirror. Removed mirrors shall be returned to the Government.

1.2.2.12 Remove and dispose cleanouts, and covers as indicated on drawings.

1.2.2.13 Remove all floor drains wich are filling with concrete.

1.2.2.14 Remove and dispose selected wall access door as indicated on drawings.

1.2.2.15 Remove and dispose all existing cast iron sewage drainage pipes and connections as indicated on drawings. This existing pipes and/or connections can be capped and abandoned in place, as long as it does not affect the installation of the replacement drainage system and the restrooms environment. For such works contractor shall saw cut and demolish existing concrete floor in a trench section type. The concrete block chase walls will be demolished for proper demolition of sanitary sewage pipes.

1.2.2.16 Saw cut trench concrete section for demolition and removal material of an epoxy floor segment (and subfloor) as indicated on drawings, to replace the existing sanitary sewage line of the Hallway restrooms.

1.2.2.17 Remove and dispose selected pendent sprinkler heads, as indicated on drawings.

1.2.2.18 Remove and dispose selected interior lighting fixtures (2’ x 2’, 2’ x 4’ and vanity/mirror lights) lamps, as indicated on drawings. Existing LED tubes shall be returned to the Government.

1.2.2.19 Remove and dispose key switch and duplex receptacles with their respective covers.

1.2.2.20 Remove and storage selected sound system speakers, as indicated on drawings.

1.2.2.21 Remove and dispose ceiling heat sensors, as indicated on drawings.

1.2.2.22 Remove and storage selected strobe light, as indicated on drawings.

1.2.3 Architectural/Structural Works: Contractor shall perform all new works indicated in drawing A-1 in accordance with:

a. Attached specifications in DIVISION 03, CONCRETE and indicated in the TABLE OF CONTENTS: SECTION 03 30 53 . MISCELLANEOUS CAST IN PLACE CONCRETE.

b. Attached specifications in DIVISION 04, MASONRY and indicated in the TABLE OF CONTENTS: SECTION 04 20 00, UNIT MASONRY.

c. Attached specifications in DIVISION 06, WOOD, PLASTICS AND COMPOSITES and indicated in the TABLE OF CONTENTS: SECTION 06 41 16.00 10, PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS.

d. Attached specifications in DIVISION 07, WATER PROOFING and indicated in the TABLE OF CONTENTS: SECTION 07 92 00, JOINT SEALANTS

e. Attached specifications in DIVISION 09, FINISHES indicated in the TABLE OF CONTENTS: SECTION 09 22 00, SUPPORTS FOR PLASTER AND GYPSUM BOARD; SECTION 09 23 00, GYPSUM PLASTERING; SECTION 09 24 23, CEMENT STCCO; SECTION 09 29 00, GYPSUM BOARD; SECTION 09 30 10, CERAMIC, QUARRY & GLASS TILING; SECTION 09 65 00, RESILIENT FLOORING; SECTION 09 90 00, PAINTS AND COATINGS; SECTION 09 96 00 HIGH-PERFORMANCE COATINGS.

f. Attached specifications in DIVISION 10, SPECIALTIES and indicated in the TABLE OF CONTENTS: SECTION 10 21 13, TOILET COMPARTMENTS; SECTION 10 28 13, TOILET ACCESSORIES.

g. Attached specifications in DIVISION 12, FURNISHINGS and indicated in the TABLE OF CONTENTS: SECTION 12 36 00, COUNTERTOPS.

Work shall include:

1.2.3.1 Furnish and pour concrete at the existing floor slab trench demolition section including the installation of reinforcement bars affected by the concrete demolition.

1.2.3.2 At the hallway trench the epoxy concrete finish shall be replaced/repair equal or similar to existing epoxy finish.

1.2.3.3 Construction of new concrete block plumbing chase walls including reinforcement steel, tie columns and beam. Interior surface shall be finish with cement plaster and ceramic tiles.

1.2.3.4 Construction of new gypsum board acoustic ceiling in existing metal suspention grid.

1.2.3.15 Paint Gypsum board ceilings. Color palette will be provided by DFMWR.

1.2.3.2 Furnish and install new non-slip floor tiles, equal or similar to 12” x 24” DALTILE Koncrete(GLAZED CERAMIC WITH REVEAL IMAGING). – COLOR TO BE DETERMINED BY GOVERNMENT - 1.2.3.2 Furnish and install new 4” transition marble saddler at batrooms entrance.

1.2.3.2 Furnish and install new wall tiles, floor to ceiling, including cove base, inside & outside corners equal or similar to 12” X 24” DALTILE Koncrete(GLAZED CERAMIC WITH REVEAL IMAGING). – COLOR TO BE DETERMINED BY GOVERNMENT - 1.2.3.5 Furnish and install new PVC sink bathroom vanity cabinets includeing drawers, shelfs and doors. COLOR TO BE DETERMINED BY GOVERNMENT. - 1.2.3.6 Furnish and install new acrylic polymer countertop, equal or similar to Corian-Cobalt (Premium patterned colors with backsplash) with openings for lavatories. COLOR TO BE DETERMINED BY GOVERNMENT - 1.2.3.19 Furnish and install new shower stalls and partitions, grab bars, soap holder, wall mounted foldable bench, and non slip floor tiles (suitable for the intend), as indicated on drawings.

1.2.3.9 Furnish and Install new wall mounted liquid soap dispenser, as indicated on drawings.

1.2.3.10 Furnish and install new wall mounted paper towel dispensers, as indicated on drawings.

1.2.3.16 Furnish and install new backlit bathroom vanity mirror lavatories, equal or similar to Shine Mirrors, Backlit Bathroom Mirror with LED lighting in top and bottom.

1.2.4 Plumbing Work: Contractor shall perform all works indicated in drawings P-1 in accordance with attached specifications in DIVISION 22, PLUMBING and indicated in the TABLE OF CONTENTS: SECTION 22 00 00 PLUMBING GENERAL PURPOSE. Work includes the installation of new plumbing fixtures and associated components to the restrooms renovation for Building 660.

Plumbing Work: The contractor shall perform the following:

1.2.4.3 Furnish and install new oval counter top lavatories 20” x 17”, ADA compliant faucets & accessories including strainer, metallic p-traps, shutoff valves and flexible metal hose connections, one ADA compliant at each restroom area.

1.2.4.4 Furnish and istall wall hydrant and box at each bathroom as indicated on drawings.

1.2.4.5 Furnish and install new floor drains with square adjustable polished bronze strainer and cast iron body deep trap with trap primer connection equal or similar to JR SMITH 2030T as indicated on drawings.

1.2.4.6 At bathrooms stalls intall shower faucets with head and hand shower rail system, valve trim and lever handle equal or similar to American Standard Spectra MODEL 9238759.002.

1.2.4.7 Furnish and install new 2” pipe diameter linear shower drains with 304 stainless steel drain & grid equal or similar to ZURN item number 28CJ87 & 28CJ88 as indicated on drawings.

1.2.4.9 Furnish and install new 4” and 2” PVC (SCH 40) sanitary sewage pipes at hallway bathroom as indicated on drawings. All new sanitary sewage pipes vents shall be connected to the existing vents pipes.

1.2.4.11 Furnish and install new 4” PVC SCH-40 sanitary sewage pipe from the hallway bathrooms and connect to existing 6” PVC pipe at the Main Entrance restrooms as indicated on drawings.

1.2.4.12 Provide ¾” cooper pipe for hot water supply with termal insulation for bathrooms shawers. Cold water shall be plug it into the nearest existing water pipe. See plumbing drawins for reference.

1.2.4.13 Supply and install new tank less water heater equal or similar to stiebel Eltron Tempra 24 model 239216. See plumbing drawing for location.

1.2.4.13 Install new wall cleanouts with smooth access cover equal or similar to ZURN Z1441, as indicated on drawings.

1.2.4.15 Furnish and install new fire sprinkler heads similar or equal to the existing, as indicated on drawings.

All plumbing work shall be in compliance with the most current reference codes.

1.2.5 Mechanical Work: Not applicable.

1.2.6 Electrical Work: Contractor shall perform selected Demolition, Disposal and new Electrical Work indicated at this SOW and in drawings E-1. The mentioned works shall be completed in accordance with the specification DIVISION 26-ELECTRICAL, that includes SECTION 26 20 00, INTERIOR DISTRIBUTION SYSTEM and SECTION 26 51 00.00 40, INTERIOR LIGHTING and as follows:

1.2.6.1 Furnish, install, and connect new lighting fixtures, type Lighting Emitting Diode (LED) tubes, T8 equivalent, 2’ x 2’ and 2’ x 4’ (selected LED lighting fixtures shall be battery backup) as indicated in drawings. Provide plastic label, as per technical specifications.

1.2.6.2 Re-use existing circuits wiring and conduits for new lighting and GFCI receptacles.

1.2.6.3 Install new ¾” EMT conduit and AWG 12 copper wire, THWN, to connect new lighting fixtures to existing circuits.

1.2.6.4 Furnish and install new Dual Technology Passive Infrared (PIR) motion sensors at ceiling, as indicated on drawings. Intersect existing circuit to power lighting fixtures thru the sensors.

1.2.6.5 Furnish and install new GFCI duplex receptacles and cover plates. Provide plastic label, as per technical specifications, indicating circuit number and panelboard where circuit is connected.

1.2.6.6 Furnish and install new electric circuit and receptacle for tank less water heater at hallway bathroom Janitor room, connect circuit to exising panelboard “PP-I”. See electric drawings for location.

1.2.6 Communications System: – Not applicable.

1.2.7 Install and connect new heat detectors as indicated on drawings.

1.2.8 Electronic Safety and Security Work: Contractor shall perform all work indicated in drawing E-1 and in accordance with specification, located at this SOW, DIVISION 28-ELECTRONIC SAFETY AND SECURITY that includes SECTION 28 31 74.00 20, INTERIOR FIRE DETECTION AND ALARM SYSTEM.

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, 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 (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, architectural design will meet the latest editions of the following codes, standards, and specifications.

1.4.4.1 The construction shall provide for the physically handicapped, 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.

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.

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

1.4.5.4 The proposed sprinkler head replacement shall in compliance with 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 builder in accordance with the drawings, Standard Building Code (SBC), NFPA National Fire Codes especially NFPA SOlD (NFC) latest edition 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

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)

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)

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 Sewages

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 Building 660 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) 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://jko.jten.mil/JS-US007. 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.

b) 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 Installation Access Pass

Contractor and all associated subcontractors’ employees shall comply with applicable Garrison Fort Buchanan, facility, and area Commander Garrison/facility access and local security policies and procedures. The Contractor shall also provide all information required for background checks to meet Garrison access requirements to be accomplished by the Director of Emergency Services (DES). Contractor workforce must comply with all personal identity verification requirements as directed by DOD, Headquarters Department of the Army (HQDA), and/or local policy. All contractor and subcontractor employees requiring access to the installation, must complete DD FORM 369 to process criminal background investigates no later than 10 days after contract award. 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 garrison change, the Government may require changes in Contractor security matters or processes.

ALL NON-US GARRISON ID CARD APPLICANTS WILL PROVIDE A VALID AND ORIGINAL FORM OF ID (STATE DRIVER’S LICENSE, PASSPORT, AND SO FORTH, WHICH COMPLIES WITH PUBLIC LAW 109-13 (THE REAL ID ACT OF 2005)). THIS IS TO PROVE IDENTITY (FOR ENROLL-MENT INTO THE AIE DATABASE IF AVAILABLE) AND ISSUE A VISITOR PASS OR CARD. SECURITY PERSONNEL PROCESSING AN APPLICANT WILL SCREEN DOCUMENTS FOR EVIDENCE OF TAMPERING, COUNTERFEITING, OR OTHER ALTERATION.

A CHECK OF RECORDS THROUGH THE NATIONAL CRIME INFORMATION CENTER (NCIC) INTERSTATE IDENTIFICATION INDEX (III) IS THE ARMY MINIMUM BASELINE BACKGROUND CHECK FOR ENTRANCE ONTO ARMY INSTALLATIONS FOR NON-CAC HOLDERS TO INCLUDE ENTRANCE OF VISITORS. THE FBI PERMITS THE USE OF NCIC III FOR VETTING VISITORS TO ENSURE THE SECURITY OF MILITARY INSTALLATIONS.

PROCEDURES: THE NCIC-III AND “PERSONS” FILES CHECKS ARE ACCOMPLISHED BY USING THE “QWI” INQUIRY UNDER THE PURPOSE CODE C. THE QWI IS AN NCIC INQUIRY MESSAGE WHICH PROVIDES THE AUTHORIZED USER WITH THE CAPABILITY TO ACCESS BOTH THE NCIC-III (FOR CRIMINAL HISTORY) AND NCIC PERSONS FILES SIMULTANEOUSLY WITH ONE INQUIRY. THE NCIC PERSONS FILES INCLUDES WANTED PERSONS, KNOWN OR APPROPRIATELY SUSPECTED TERRORIST (KST) LIST, MISSING PERSON FILE, FOREIGN FUGITIVE, WANTED PERSON, GANG, PROTECTION ORDER, IMMIGRATION VIOLATOR, IDENTITY THEFT, SUPERVISED RELEASE, VIOLENT PERSON, PROTECTIVE INTEREST FILES AND THE NATIONAL SEX OFFENDER REGISTRY. THIS REQUIREMENT APPLIES TO ALL UNAFFILIATED PERSONNEL (VISITORS) NOT IN POSSESSION OF ONE OF THE ID CARDS

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.

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 award of contract, 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 Equipment and system testing: Control, protection devices, and other system components shall be tested to demonstrate proper operation and compliance with specifications and for the purpose intended. Contractor must notify the Government in advance the details of the tests, to include date, time, and location to allow the Government rep(s) the opportunity to attend the testing event. Tests must be conducted in the presence of the designated Government representative, unless otherwise indicated by proper authority. Any safety, protection, and/or control system component operation malfunction/deficiency shall be notified to the Government and properly corrected before final Government acceptance.

1.13 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 requesting any information necessary to prepare your proposal.

3.2 After contract award, the awarded Contractor shall verify 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 20 calendar days after the notice to proceed is issued, and before commencing the work, the following:

a. Any conflicting detail or discrepancy within the scope of work, drawings and specifications.

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

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

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

e. 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 20 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 calendar days after being notified to proceed (NTP), and complete the specific work order, and have facility ready for use in 180 calendar days after issuance of Notice to Proceed (NTP) as required by Contracting Officer. As much as is practicable, work must be planned and cleaned up at the end of each work day. Contractor must coordinate work schedule closely with COR and the facility manager to minimize any business disruptions.

3.4.1 NOT USED

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 Prior to making an offer, bidders should check the HQUSACE Safety and Occupational Health web site 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 contract award.

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 shall be from 0700 to 1600 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 Not used.

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…