SOW_&_Technical_Specs__Maintenance_&_Improvement_Fuel_Point,_23_Aug_2019.doc

Maintenance and Improvement Fuel Point (# Work Order)

STATEMENT OF WORK (SOW)

MAINTENANCE & IMPROVEMENT TO FUEL POINT

FORT BUCHANAN, PR

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15

List of Drawings

Section 01 11 00

Summary of Work

Section 01 20 00 00 20

Price and Payment Procedures

Section 01 30 00

Administrative Requirements

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 10 20 Quality Control for Minor Construction 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 Submittals Section 01 78 23

Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00

Demolition

DIVISION 03 – CONCRETE

Section 03 30 53

Miscellaneous Cast-in-Place Concrete

DIVISION 05 – METALS

Section 05 51 33

Metal ladders

Section 05 52 00

Metal railings

DIVISION 09 – FINISHES

Section 09 90 00

Paints and Coatings

Section 09 97 13.27

Exterior coating of steel structures

DIVISION 22 – PLUMBING

Section 22 00 00

Plumbing, General Purpose

DIVISION 32 – EXTERIOR IMPROVEMENT

Section 32 11 23

Aggregate Base Course

Section 32 12 16

Hot-Mix Asphalt (HMA) for roads

DIVISION 33 – UTILITIES

FR311VB Fuel Pump

Technical specifications

ATTACHMENTS (ELECTRONIC VERSION)

NO.1 ------------- FORM NO.1, ROOFING SYSTEM DESCRIPTION & INSTRUCTIONS SHEET

NO.2 ------------- NEGATIVE CERTIFICATION FOR ASBESTOS CONTAINING MATERIALS

(ACM) AND LEAD BASE PAINT (LBP) FROM MAY 2017 BY ZIMMETRY

ENVIRONMENTAL MANAGEMENT, CORP.

NO.3 ------------- INSTALLATION HAZARDOUS WASTE MANAGEMENT PLAN – MAY 2016

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:

and Index of Drawings

and Demolition Plan

(Eyewash/Shower Station)

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: Contractor shall provide all labor, material, tools, and equipment for the maintenance and improvements of the LRC Fuel Point next to Building 613 at Fort Buchanan, PR”.

a. 1.1.1 Prospective Bidders: All prospective bidders are 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. Contractor shall examine the site and determine for themselves the existing conditions and general character of the site. Claims for additional cost due to conditions that could have been verified by site investigation will not be permitted.

1.1.2 Location: The work is located in South Terminal Road, Fuel Point next to Building 613 at Fort Buchanan, P.R. as shown on drawings.

1.2 The required work shall be performed in accordance with all applicable Technical Organizations and Regulatory Agencies listed in Paragraph 1.4. 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 as follows:

1.2.1 Administrative: Works shall be performed in accordance with SECTION 01 11 00,: SECTION 00 01 15, LIST OF DRAWINGS; SECTION 01 20 00 00 20 PRICE AND PAYMENT PROCEDURES; SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS;; SECTION 01 33 00, SUBMITTAL PROCEDURES; SECTION 01 35 26, GOVERNMENTAL SAFETY REQUIREMENTS; SECTION 01 42 00, SOURCES FOR REFERENCE PUBLICATIONS;; 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 drawing D-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 perform the following:

1.2.2.1 Saw cutting thru an existing concrete wall, concrete ramp and asphalt segment. Also, excavate an earth trench segments to connect water supply and communications conduit as indicated on drawings.

1.2.2.2 Remove and dispose the concrete and asphalt material to create a 6” x 18” trench as indicated on drawings. Removed soil can be used as compaction material.

1.2.2.3 Remove and dispose asphalt and excavated soil material to create a 2’ x 2’ concrete foundation for the Shower/Eyewash stations as indicated on drawings.

1.2.2.4 Remove and dispose fuel pump and dispenser from Diesel Tank #2.

1.2.2.5 Remove and store fuel pump and dispenser from Diesel Tank #4.

1.2.3 Architectural/Structural Works: Contractor shall perform all 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; DIVISION 05, SECTION 05 51 33, METAL LADDERS; SECTION 05 52 00, METAL RAILINGS; DIVISION 09, SECTION 09 90 00, Paints and Coatings; SECTION 09 97 13.27, EXTERIOR COATING OF STEEL STRUCTURES; DIVISION 22, SECTION 22 00 00, PLUMBING, GENERAL PURPOSE; DIVISION 32, SECTION 32 11 23, AGGREGATE BASE COURSE; SECTION 32 12 16, HOT-MIX ASPHALT (HMA) FOR ROADS.

Work shall include, but not limited to:

1.2.3.1 Provide, install and connect new ¾” copper pipe from an existing line for water supply as indicated on drawings.

1.2.3.2 Provide, install and connect new 2” PVC pipe, including a connection with an existing 2” x 4” drop box at the SSA office in Bldg. 613 and cap at the Fuel Point end for communications purpose, as indicated on drawings.

1.2.3.3 Provide and install detectable buried metal warning tape to identify the underground water and communications pipes.

1.2.3.4 Provide concrete foundation(s) for the new Shower/Eyewash stations in accordance with the manufacturer instructions as indicated on drawings.

1.2.3.5 Provide, install, connect and test two (2) new Shower/Eyewash stations in accordance with the manufacturer instructions as indicated on drawings. Contractor shall provide to DPW the Operations & Manuals from the equipment manufacturer for future testing and maintenance.

1.2.3.6 Backfill, compaction, plaster and top with a 3” asphalt topping to bring back to the original condition, as a minimum requirement. Excavated soil can be used for backfill with the proper compaction.

1.2.3.7 Provide and install a 115/230v 35GPM AC pump and meter for the Above Ground Storage Tanks (AST) #4, equal or better to Tuthill Fill-Rite pump/meter 310 Series model.

1.2.3.8 Re-install and test the fuel pump/meter removed previously from AST #4 on AST #2.

1.2.3.9 Provide and install a stainless steel shelter for the fuel pump/dispenser for four (4) Above Ground Storage Tanks (AST) at the fuel point.

1.2.3.10 Provide and install catwalks, fall protection attachments and safety lifeline for four (4) AST’s (Tanks #1 thru #4) as indicated on drawings.

1.2.3.11 Provide, install anti-skid tape on ladders as indicated on drawings.

1.2.3.12 Provide the inspection and testing of diesel pump system to AST #2 to stablish flow rates prior cleaning operation.

1.2.3.13 Provide inspection, cleaning and maintenance of AST #2, including but not limited to:

a. Lockout and tagout coordination with AST #2 operators (LRC).

b. Empty the remaining product from AST #2 to a temporary tank for analysis or disposal.

c. Scrape, repair and paint the exterior surface, manways and connection points of AST #2.

d. Application of solid CO2 to purge remaining volatiles vapors from AST #2 to promote safe operation.

e. Continuous ambiance monitoring for explosives vapors, volatiles organic compound and oxygen to ensure a safe internal cleaning activity.

f. Provide internal and external safety systems (like tripod, safety line, ambiance monitoring, ventilation system, coverall, breathing air supply, PPE, etc.) on AST #2 to access interior. Vacuum trunk can assist during cleaning operation.

g. Removal of sludge encountered inside AST #2. Maintain removed material for later characterization for disposal purposes.

h. Sampling of removed material for characterization and proper disposal.

i. Transportation and disposal to a permitted industrial landfill in Puerto Rico.

j. Preparation of a report including photos, analytical results and waste disposal documentation.

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 quotes, 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 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:

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

1.4.3.2.

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.

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

1.4.3.4 The proposed catwalks and fall protection devices shall be in compliance with the Occupational Safety and Health Administration (OSHA) standards.

1.4.4 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.

ACI

American Concrete Institute Box 19150, Redford Street

Detroit, Michigan 48219 313-523-2600

“Building Code Requirements for Reinforced Concrete”

AI

Asphalt Institute

Asphalt Institute Building

College Park, Maryland 20740

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

ANSI

American National Standards Institute

1430 Broadway

New York, NY 10018

ASCE

American Society of Civil Engineers

1801 Alexander Bell Drive

Restin, VA 20191-4400 703-295-6000

ASPE

American Society of Plumbing Engineers

15233 Ventura Blvd.

Sherman Oaks, CA 91403

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

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

CDA

Copper Development Association

405 Lexington Avenue

New York, NY 10017 212-953-7300

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

DEP

Florida Department of Environmental Protection

160 Governmental Center

Pensacola, FL 32501-5794 850-444-8300

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

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

IA

The Irrigation Association

1911 N. Fort Myer Drive

Suite 1009 Arlington, VA 22209 703-524-1200

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

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

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

OSHA

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

Government Printing Office

Washington, DC 20402

PDI

Plumbing and Drainage Institute

5342 Blvd. Place

Indianapolis, IN 46208 731 -251-5298

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

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

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 LRC Fuel Point next to Building 613 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 award. 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. AT level I awareness training is available at the following website: https://jko.jten.mil/courses/atl1/launch.html. 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.

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. The forms shall be submitted within 15 calendar days after contract award. This pass is valid for the duration of project. 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. Several Technical Specifications may require a warranty beyond one year. Contractor shall refer to all technical specifications listed in this SOW for a detailed warranty standards.

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 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, an Accident Prevention Plan (APP).

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 Safety Data Sheet (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 representative(s) the opportunity to attend the testing event. Tests must be conducted in the presence of the designated Government representative(s), 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

2.1 FIXTURES

2.1.1 Emergency Shower/Eyewash Station

ANSI/ISEA Z358.1, floor supported free standing unit. Provide deluge shower head, stay-open ball valve operated by pull rod and ring or triangular handle. Provide eyewash and stay-open ball valve operated by foot treadle or push handle.

2.1.2 Fuel Dispensing Equipment

Fuel dispensers are used to pump liquid fuels such as gasoline, diesel fuel, oil, or kerosene into a vehicle, storage tank, or portable container. Provide fuel dispensers that comply with NFPA 30A (Code for motor fuel dispensing facilities and repair garages) and UL 87A (Standard for Power-Operated Dispensing Devices for Gasoline and Gasoline/Ethanol Blends with Nominal Ethanol Concentrations up to 85 Percent (E0 – E85).

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 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 20 calendars 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 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.

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 by Contracting Officer (unless otherwise indicated in the NTP), and complete the specific work order, and have facility ready for use in 90 calendar days after issuance of Notice To Proceed as required by Contracting Officer.

3.4.1 Liquidated Damages

The Contracting Officer will charge a daily liquidated damages in the amount of $90.00 for every day Contractor is over the Period of Performance including correction time for Final Inspection Deficiencies.

3.4.2 Safety Requirements

Contractors shall comply with the latest versions of EM 385-1-1 entitled: Safety and Health Requirements Manual (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 website for the latest version. 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 NOT USED

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

See Section 01 58 00, Project Identification.

3.4.6 Working Hours

Regular working hours shall be from 0700 to 1600 Monday through Friday, except Wednesdays from 0700 to 1000 (Fuel Point operational hours). Also, shall exclude Federal Government holidays. 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.

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 NOT USED

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).

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: Safety and Health Requirement Manual, 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 waste 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 contract.

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 EQUIPMENT STANDARDS: The Contractor shall submit proof that the equipment which he proposes to furnish under these specifications conforms to the standards of the Underwriters Laboratories. The label of Underwriters Laboratories shall be accepted as conforming to these requirements. In lieu of the label, the Contractor may submit a written certification from any nationally recognized testing agency, adequately equipped and competent to perform such services, that the (stated item) has been tested and conforms to the standards, including methods of test, of the Underwriters Laboratories.

3.5.19 Contractor shall submit for approval all materials to be used in this contract with the Safety Data Sheets (SDS), and Submittal Status Log Sheet. Submittals shall be delivered to Contracting Officer within 15 calendar days after contract award.

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

3.5.21 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 contract.

3.6 SHOP DRAWINGS, MANUFACTURES DATA AND CERTIFICATIONS REQUIRED OF THE CONTRACTOR:

As soon as practicable after award of the contract, and before procurement of fabrication; submit, except as specified otherwise, to the Contracting Officer, all the Shop Drawings, manufacturers data and certifications required in the technical specification sections listed in the “TABLE OF CONTENTS”.

* * * END OF SECTION * * *

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8

(2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Schedule of Prices

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of contract award, prepare and deliver to the Contracting Officer a Schedule of Prices. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer.

1.4 CONTRACT MODIFICATIONS

Shall be processed in conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on form furnished by the Government shall include certification by Contractor and Quality Control (QC) Manager.

b. Updated Project Schedule and reports required by the contract.

c. Other supporting documents as requested.

d. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

1.5.2 Submission of Invoices

Provide the documents listed in paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

1.5.3 Final Invoice

a. A final invoice shall be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release shall contain the corporate seal. An officer of the corporation shall sign and the corporate secretary shall certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor shall then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site under the following conditions:

a. FAR 52.232-5(b) Payments under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work to be considered for progress payment shall be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation shall be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Schedule of Prices requirement of this contract. Requests for progress payment consideration for such items shall be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Materials to be considered for progress payments prior to installation shall be stored at the construction site. Other locations are subject to written approval by the Contracting Officer.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1

(2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for all submittals. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Progress and Completion Pictures

1.3 NOT USED

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, in JPEG file format showing the sequence and progress of work. Submit photographs with monthly invoice. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

In accordance with FAR clause 52.228-5 entitled, “Insurance--Work on a Government Installation” the following minimum amounts of insurance are required:

Workmen’s Compensation as required by state laws

Employer’s Liability Insurance $100,000

General Liability Insurance

$500,000 per occurrence

Bodily Injury Liability

Auto Liability Insurance

$200,000 per person

Bodily Injury

$500,000 per occurrence

Property Damage

$20,000 per occurrence

1.6 NOT USED

1.7 SUPERVISION

1.7.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.7.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years of experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION, the superintendent must have qualifications in accordance with that section.

1.7.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.7.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.8 PRECONSTRUCTION CONFERENCE

After award of the contract but 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 of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00

SUBMITTAL PROCEDURES

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