Attach5_SOW_W912C324Q0003_General_Repairs_B676_20240711.pdf

General Repairs Building 676 US Army Garrison Fort Buchanan, Puerto Rico

DIVISION 01 GENERAL REQUIREMENTS

SECTION 00 01 15 – LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. DRAWING NO. TITLE

1 T-101 TITLE SHEET, SITE MAP & SHEET INDEX

2 G-101 GENERAL NOTES, ABBREVIATIONS & LEGEND

3 C-101 EXISTING DEMOLITION AND NEW SITE PLAN

4 A-101 EXISTING DEMOLITION FLOOR PLAN

5 A-102 NEW WORKS FLOOR PLAN

6 A-103 NEW WORKS PLAN AND ELEVATIONS

7 A-104 RESTROOM NEW WORKS AND FINISHES

8 M-101 MECHANICAL WORKS PLAN

9 E-101 LIGHTING DEMOLITION PLAN

10 E-102 LIGHTING NEW WORKS

11 E-103 ELECTRICAL DEMOLITION WORKS

12 E-104 ELECTRICAL NEW WORKS

13 FP-101 FIRE PROTECTION EXISTING DEMOLITION

WORKS PLAN

14 FP-102 FIRE PROTECTION NEW WORKS PLAN

1.3 REFERENCE DRAWINGS

The reference drawings are intended to show the existing site condition and new work requirement. Drawings are property of the Government and shall not be used for any purpose other than that intended by contract. Information on procuring these drawings may be obtained from the Contracting Officer. Half or full-size drawings may be inspected during regular working hours at the Engineering Division Office, Directorate of Public Works, Building #34, Fort Buchanan, PR.

- END OF SECTION -

SECTION 01 11 00- SUMMARY OF WORK

08/15, CHG 2: 08/21

General Repairs Building 676 US Army Garrison Fort Buchanan, Puerto Rico

1.1 SUBMITTALS

Government approval is required for submittals in accordance with Section 01 33 00

SUBMITTAL PROCEDURES.

PART 1- Project Description

WORK TO BE DONE

Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the “, Fort Buchanan, PR”.

Prospective Bidders

All prospective bidder’s are encourage to visit project site and familiarize with all conditions that might affect the work or cost thereof. Site visits are not mandatory but recommended.

Contractor should take advantage of the visit to verify quantities, dimensions, details and notify in writing any omitted data or discrepancy with the drawings or scope of work. Contractor should submit any questions related to any difference between the existing conditions and the illustrated in drawing for Government consideration. Responses would be provided via official amendment to the Solicitation.

Location

The work is located at Columbus St., Fort Buchanan, P.R. as shown on drawings.

OCCUPANCY OF PREMISES

Before work is started, arrange with the Contracting Officer Representative (COR) a sequence of procedure, means of access, space for storage of materials and equipment.

1.2 REQUIRED WORK

All Architectural, Civil, Structural, Plumbing, Mechanical and Electrical trades shall be performed in accordance with all applicable Technical Organizations and Regulatory Agencies. 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

Safety and Environmental Work 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 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 WASTE

MANAGEMENT; SECTION 01 78 00, CLOSEOUT PROCEDURES.

1.2.2 Work to be done:

Contractor shall provide labor, equipment, materials, insurances, supervision, incidentals, and all necessary for General Repairs to Building 676 at Fort Buchanan, PR in accordance with construction drawings and attached specifications.

Work shall be performed in accordance with Specifications indicated in the TABLE OF CONTENTS. DIVICION 02 EXISTING CONDITION, Section 02 41 00, Demolition Work; DIVISION 05 METALS, Section 05 40 00, Cold-formed Metal Framing, Section 05 52 00, Metal Railings;

DIVISION 06 WOOD, PLASTIC AND COMPOSITES, Section 06 41 16.00 10 Plastic-laminate-clad Architectural Cabinets; DIVISION 07, Section 07 92 00 Joint Sealants; DIVISION 08 OPENINGS, Section 08 11 13 Steel Doors and Frames, Section 08 71 00 Door Hardware, Section 08 81 00 Glassing; DIVISION 09 FINISHES, Section 09 29 00 Gypsum Board, Section 09 51 00 Acoustical Ceiling, Section 09 65 00 Resilient Flooring, Section 09 90 00 Paint and Coatings;

DIVISION 10 SPECIALTIES, Section 10 14 00.20 Interior Signage, Section 10 28 13 Toilet Accessories, Section 10 56 13 Steel Shelving; DIVISION 12 FURNISHINGS, Section 12 35 39 Commercial Kitchen Casework; DIVISION 22 PLUMBING, Section 22 00 00 Plumbing, General Purpose.

THE REQUIRED WORK SPECIFICATIONS SHALL COMPLY, AS A MINIMUM, WITH THE

FOLLOWING REQUIREMENTS:

A. REMOVAL AND STORAGE OF EXISTING DOORS AND FRAMES INDICATED ON

DRAWINGS.

1) Remove eight (8) wood doors and hollow metal frames. Contractor shall verify doors opening position on new layout (sheet A-102) to select the best four (4) frames and doors for reuse. The other four (4) door not used in the project shall dispose properly by contractor.

B. REMOVE TO DISPOSE EXISTING EXTERIOR HOLLOW METAL DOOR AND FRAME.

1) Contractor shall remove and dispose hollow metal door and frames to include the hardware. The contractor must have the new door in the project to remove old one.

C. REMOVE EXISTING BATHTUB TO INCLUDE WALLS, WOOD STRUCTURE AND

PLUMBING COMPONENTS.

1) Contractor shall remove existing bathtub including plumbing connections, block support walls, wood chase and sewer pipes. Contractor to cap potable water and sewer pipes.

Demolish portion of the concrete floor as needed to cap pipes below floor finish.

2) After the bathtub and other elements mentioned above are removed, scarify the floor below and prepare area for vinyl tile installation.

D. SELECTIVE DEMOLITION OF BLOCK WALLS, GYPSUM BOARD WALLS AND CEILING

SYSTEM IMPACTED BY WALL DEMOLITION.

1) Contractor shall demolish portion of the concrete block wall at Kennel Area. To avoid damage to portion of wall to remain, wall shall be cut with diamond saw blade on both side and demolish carefully.

2) Drywalls to be removed shall be carefully demolished to avoid damages to the portion of wall to remain. Contractor shall reinforce the remaining walls top metal/wood track and attach to the closest existing structural element.

3) Contractor shall remove and dispose existing suspended ceiling system including wall molding, ceiling tiles and grid system (main tees and cross tees). Existing hanger wires may be reused. See construction drawings for areas to be impacted.

4) Contractor shall remove and dispose existing 2’ x 4’ ceiling tiles areas indicated (see project drawings for location). Removal of tiles to be done when the new tiles are on site and ready to be installed.

E. CUT AND PLUG EXISTING COPPER AND PVC PIPES LOCATED ON FLOOR AND

WALLS AS INDICATED ON DRAWINGS.

1) Contractor shall remove and cap potable water (cold and hot) and PVC drainage pipes below floor level where structures were removed. See demolition drawing note 4 for details and location.

2) Contractor shall cut off sections of potable water (hot and cold) and PVC drainpipes coming-out of drywall and cap inside wall. (See demolition drawing note 5 for locations).

3) Contractor shall cut off sections of potable water (hot) and PVC drainpipes coming out drywall and become clogged inside wall, cold water pipe will be relocated to new toilet position (see demolition drawing, note 12, for details and location).

4) Contractor shall relocate potable water (cold and hot) and sewer drainage to new positions, to restroom lavatory and kitchenette sink. (See demolition drawing note 11 for details and location).

F. REMOVE AND STORE FOR REUSE EXISTING BASE CABINETS AFECTED WITH

HUMIDITY.

1) Contractor shall remove existing base cabinets including stainless steel countertop.

Removal will be done carefully to avoid damage to the cabinets. (See demolition drawing, note 8 for location).

2) Remove and dispose existing drywall layer 4' high on moisture-affected walls, including interior insulation. (See demolition drawing, note 9 for location).

G. REMOVE AND STORE RECEPTION DESK.

1) Contractor shall remove existing reception desk including solid countertop. Removal will be done carefully to avoid damage to the furniture and countertop.

H. RE-INSTALL RECEPTION DESK IN THE NEW LOCATION (SEEDRAWINGS).

1) Contractor shall install reception desk at new position as per indicated on drawing.

I. INSTALL METAL FRAMES AND DOORS (See Drawings for new locations)

1) Contractor shall use four (4) metal frames and wood doors (removed and storage previously) in accordance with the door operation (see drawings for locations). Dorrs will be used for new restroom (MK # 101), new kitchenette (MK # 109), new Lender’s Library room (MK # 110) and new office (MK # 108).

J. INSTALL NEW HOLLOW METAL DOOR ON NEW RECEPTION AREA EXIT.

1) Contractor shall install new hollow metal door and frames on existing exterior door opening in accordance with the project drawing, (door MK # 100). Door shall be ¼” half wired safety glass.

2) Door installation shall include new 1.5 pr- 4.5” hinges similar or equal to Cal-Royal Model BB31, new door closer similar or equal to Hager 5300, new push bar panic exit device with exterior level similar or equal to Dynasty Model DYN-500P-061.

K. RE-INSTALL BASE CABINETS PREVIOUSLY REMOVED.

1) Contractor shall install base cabinets previously removed including stainless steel countertop, install one (1) lose cabinet door, supply, and install one (1) new cabinet door. Pull handle shall be equal or similar to the existing (9.5” between screws).

L. INSTALL NEW SINK BASE, STAINLESS STEEL COUNTERTOP AND WALL CABINET

ON NEW KITCHENETTE AREA.

1) Contractor shall install new sink base cabinet 33” W X 34-1/2” H X 24” D in PVC plastic laminated in white color with two (2) doors, pull handle equal or similar to the existing 9.5”, including hidden concealed hinges. No solid backs which allow for easier installation around plumbing. Provide and install commercial faucet single hole similar or equal to Moen arbor, 3-1/2" basket drain with strainer, 22-gauge chrome p-trap, two 3/8" angle water stop and two braided 304 stainless steel supply hose. Base cabinet shall include countertop in stainless steel with integrate sink and back splash.

2) Contractor shall install new wall cabinet 30” W x 30”H x 12.5” D in PVC core plastic laminated in white color with two (2) doors and two shelf, pull handler equal or similar to the existing 9.5”.

M. INSTALL STAINLESS STEEL WIRE SHELF AT EVALUATION ROOM

1) Contractor shall install two (2) stainless steel wire shelving 36” L x 18” D at evaluation room (See elevation E4 on sheet A-101 for installation distances)

N. REPAIRS EXISTING FLOOR VINYL AREAS WHERE WALLS WERE REMOVED OR

MODIFIED.

1) Contractor shall install new vinyl tiles similar or equal to existing at areas where the walls were removed (Common Area and Lender’s Library).

2) At new reception area contractor shall install new vinyl tiles similar or equal to existing tiles at common area in gray color.

3) At new restroom contractor shall install new vinyl tiles equal or similar to existing (Blue

Hues).

O. REPAIR DAMAGE DRYWALLS WITH JOINT COMPOUND BEFORE APPLYING PAINT.

1) Contractor shall repair existing drywalls with joint compound to include holes and any other damages.

2) Contractor shall apply one coat of primer and two coat of acrylic latex paint satin finish.

Color shall be equal or similar to the existing.

P. CONSTRUCTION OF NEW DRYWALLS

1) Contractor shall construct new drywalls at new bathroom, kitchenette, and office areas

(see drawings). Drywalls shall be constructed with 3-5/8” metal studs and tracks gauge 20, interior insulation and two 5/8” drywall boards. The walls shall be erected 6” above reflected ceiling.

Q. SEAL DOOR OPENING WITH DRYWALL WHERE FRAMES AND DOORS WERE

REMOVED.

1) Contractor shall seal doors openings with drywall including metal studs, tracks, insulation, drywall on both sides with joint tape and compound.

R. NEW CEILING SYSTEM AT AREAS IMPACTED BY WALL DEMOLITION.

1) Contractor shall install new acoustical ceiling system on areas indicated on drawings to include wall angles, grid system and ceiling tiles. The existing hanging wire can be reused. Additional hanging wire will be installed to support the new system at new lamp locations. Areas are: 1- reception, 2-common, 3- restroom, 4- kitchenette and Lender’s Library.

S. INSTALL NEW ACOUSTIC TILES ON EXISTING GRID SYSTEM.

1) Contractor shall install new 2’ x 4’ ceiling tiles on existing tee grid system. Ceiling tiles shall be textured simulate the look of 2’ x 2’. Contractor shall align new grid to existing tee grid system. Install hanging wire to support lighting fixtures (new and existing).

T. INSTALL RESTROOM EQUIPMENTS AND ACCESSORIES.

1) Contractor shall install Fiber Glass Reinforced (FRP) panels on restroom interior drywalls including moldings (See construction drawings for material specification).

2) Contractor shall install new floor mounted tank toilet similar or equal to SLOAN Model

8029.8013. Color shall be white. Install toilet with water shutoff valve (angular 3/8”) and metal flexible braided stainless-steel hose.

3) Install new wall hung lavatory vitreous China similar or equal to AMERICAN STANDARD Model 0321.026 in white color including single control faucet similar or equal to AMERICAN STANDARD Model 7075.000 in polished chrome finish, metal pop-up drain, two 3/8” shutoff valves and two braided stainless steel hose connections.

4) Contractor shall install the following restroom accessories.

Fixed tilt mirror with stainless steel frame 24” w x 36” h Baby changing station 36” x 21-1/4” polyethylene, color gray with 33 lbs. capacity.

Stainless steel 304 grab bars 36” L X 1-1/4” Diam.

Stainless Steel 304 waste receptacle semi-recessed 12 gal. capacity Toilet seat cover dispenser in plastic, color black pearl 18” x 17” x 4” Contractor shall provide Installation for soap dispenser, paper towel dispenser and toilet paper dispenser, equipment shall be provided by government.

U. NEW STEEL RAILINGS AND SIDEWALK IMPROVEMENTS.

1) Contractor shall install new brushed stainless-steel railings 1.5” DIAM schedule 40 as indicated in the project drawings. There are railing section to install on sidewalks with anchor bolts. Install a removable section of railing (see details on drawings for locations and installation). Sidewalks at main entrance shall be modified as indicated in the drawing to include soil excavation, and roots removal. Pour reinforced concrete with medium broom finish. (See sidewalk details and location on project drawings).

V. Mechanical Demolition and New Works/installation.

1) Contractor shall perform all works indicated on drawings in accordance with:

Attached specifications in DIVISION 23 HEATING, VENTILATING AND AIR CONDITIONING and indicated in the TABLE OF CONTENTS: SECTION 23 01 30.41, HVAC SYSTEM CLEANING; SECTION 23 07 00, THERMAL INSULATION for MECHANICAL SYSTEMS. All new Air Conditioning Equipment shall label ENERGY STAR and comply with a minimum EER = 12 and SEER = 17.

2) Contractor shall provide the installation shop drawings associated to mechanical/ventilation material, equipment, and components to the Government for review and approval. Contractor shall provide at least a minimum of 90% of the “As built” drawings two weeks prior to the Final Inspection.

3) All work shall be in accordance with (IAW) the most current edition in effect at the time of the notice to proceed of the project of all applicable codes and standards including but not limited to:

a) The International Building Code

b) National Electrical Code

c) National Fire Protection Agency requirements

d) Installation Design Guide.

e) HVAC Code

f) Unified Facility Criteria

4) Implied specifications: When specifications are not furnished the standards of work shall be IAW Unified Facility Criteria (UFC) and Industry Standards and Unified Facilities Guide Specifications (UFGS).

5) Preparation: Contractor shall be responsible for field/site visit to obtain and verify measurements, site conditions and to determine correct dimensions and structural support requirements In accordance with accepted local, state and federal building practices. All drawings provided to the contractor are for reference/information only.

Contractor shall provide any/all deviations to accepted local, state and federal building practices/codes to the attention of the Construction Inspector and Contracting Officer Representative for review/consideration by the Government.

a. Remove and dispose the existing sheet metal A/C duct of AHU–1 connection from the mechanical room as indicated on Drawing M-101 note “B”.

b. Remove and dispose existing PVC drainage piping from the AHU-1.

c. Remove and relocate the three (3) existing 24” x 24” supply diffuser as indicated on Drawing M-101 note 1.

d. Remove and relocate one (1) existing 24” x 24” return grill and install a new sheet metal duct extension as indicated on Drawing M-101 note 2.

e. Provide and install a new 12” x 12” back-to-back register return duct in the existing wall of the Lenders and Library Room as indicated on Drawing M-101 note 3.

f. Provide and install nine (9) new 12” x 12” return louvers on existing doors as indicate on Drawing M-101 note 4.

g. Provide and install a new 80 cfm Exhaust Fan (EF) on the continuous wall to the Mechanical room. The new EF will be connected to the existing 4” PVC pipe which will run through the mechanical room as indicate on Drawing M-101 note 5.

The new EF shall be equal or similar to BROAN QTXE SERIES MODELS

QTXE080.

h. Provide and install new 22 gage sheet metal return duct to the AHU-1 including 1.5” typical duct insulation. New duct connection shall be no less than 4” above the finished floor so it connects flush to the existing vertical section. Refer to drawing sheet M-101 “AHU-1 New Works – Key Notes” note “D”.

i. Provide and install new PVC sch-40 drainage pipe as indicate on Drawing M-101 New Works Notes – AHU-1 note C.

j. Contractor shall clean the mechanical room and paint with two (2) coats the finish floor using product equal or similar to Sherwin Williams - H&C Shield-Crete Water-Based Epoxy Garage Floor Coating.

k. Contractor shall clean, disinfect, and sanitize existing supply diffusers, return ducts and grills and all ductwork related to the A/C system. Clean works must be in accordance with the Section 23 01 30.41 HVAC System Cleaning.

6) Electrical demolition and new works/installation.

1) Contractor shall perform selective demolition of indicated items on drawings.

Drawings are divided in lighting demolition works and electrical demolition works.

For Lighting demolition:

a) Remove and dispose lighting control motion sensors as indicated on drawings.

b) Remove and dispose light switches as indicated on drawings.

c) Remove and dispose ceiling mounted lighting fixtures indicated on drawings.

d) Remove and dispose emergency lighting fixtures indicated on drawings.

e) Remove and dispose lighting switches with integrated receptacle as indicated on drawings.

f) Remove and store indicated lighting fixtures. These fixtures will be re-installed on new lighting works.

g) All lighting circuits shall remain, patterns will be re-organized on new lighting works.

For Electrical Demolition:

a) Remove and dispose 208-240v receptacle including wiring and breaker located at electrical panel. Remaining hole from fixture shall be sealed.

b) Remove and dispose disconnect switch including wiring and breaker at electrical panel.

c) Remove and dispose duplex receptacles as indicated on drawings, circuits to be remain.

2) Contractor shall perform installation of new electrical lighting and power requirements indicated on drawings. Drawings are divided in new lighting works and new electrical works.

For new lighting works:

a) Furnish and install new lighting control motion sensors as indicated on drawings.

b) Furnish and install new lighting control switches as indicated on drawings.

c) Furnish and install bulb and socket style lighting fixture as indicated on drawings.

d) Furnish and install new emergency lighting fixture with battery backup as indicated on drawings.

e) Reinstall stored lighting fixtures at indicated locations drawings.

f) Re-wire lighting switch to control existing ventilation fan.

g) Use cables and conduits sizes and types as indicated on drawings.

h) Use 4x4 junction boxes to perform cable runs and connections to each lighting pattern indicated on drawings.

i) Cover holes of previously removed lighting switches that are no longer necessary.

For new electrical works:

a) Furnish and install new receptacles, use existing circuits as indicated on drawings.

b) Use cables and conduit sizes and types as indicated on drawings.

c) Furnish and install new conduit drops for future communications provisions as indicated on drawings.

d) GFCI receptacle located at new bathroom shall be installed raised above level of new lavatory sink on bathroom area, as indicated on drawings.

7) Fire protection demolition and new works:

1) Contractor shall perform the following works regarding demolition and new works indicated on drawings:

For fire protection demolition:

a) Remove and store smoke detectors as indicated on drawings.

b) Remove and store fire pull station as indicated on drawings.

c) Remove and store Fire alarm control panel as indicated on drawings.

d) Prior to removal of any fire protection device or fixture, coordinate with C.O.R.

to conduct a meeting / inspection for system status in conjunction with Fort Buchanan Fire alarm systems contractor.

e) Secure and fasten as needed, abandoned fire alarm fixtures above acoustic ceiling to perform other works in the area.

For Fire Protection new works:

a) Furnish and install new smoke detector as indicated on drawings.

b) Reinstall stored smoke detectors as indicated on drawings.

c) Furnish and install new strobelight as indicated on drawings.

d) Reinstall Stored fire alarm control panel at indicated location.

e) Furnish and install 3/4 “EMT conduit from communications room to fire alarm panel. Coordinate with C.O.R. for route planification.

f) Reinstall stored fire alarm pull station.

g) All fire alarm devices shall be re-wired with new cables. Use cables and conduits indicated on drawings.

h) Prior to installation of any fire protection device or fixture, coordinate with C.O.R.

to conduct a meeting / inspection for system status in conjunction with Fort Buchanan Fire alarm systems contractor.

i) Upon approval from C.O.R, reprogram fire alarm system.

j) Use cables and conduit sizes and types as indicated on drawings.

1.3 CODES AND STANDARDS

1.3.1 General

1.3.1.1 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.

1.3.1.2 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.

1.3.1.3 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.

1.3.2. Basic Requirements

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

1.3.2.2 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.

1.3.2.3 Electrical Codes: National Electrical Code, latest edition, National Electrical Safety Code latest edition, NFPA and National Safety Code.

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

1.3.2.5 Applicable OSHA Standards and Regulations.

1.3.2.6 Uniform Federal Accessibility Standards and ADA Standards, whichever is stricter.

1.3.3 Structural

In addition to the general requirements stated above, any structural design and construction considered in this contract will meet the latest editions of the following codes, standards, and specifications:

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

1.3.4 Architectural (NOT USED)

1.3.5 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:

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

1.3.5.2. 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.

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

1.4 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.

1.4 DELIVERY LOCATION

The Contractor shall deliver materials and/or equipment to be used in conjunction with this project to building 676 at Fort Buchanan, PR.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 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.

1.5.2 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.

1.5.3 Access Roads

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

1.5.4 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) AT Level I training. This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract and within 05 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award start date or effective date of incorporation of this requirement into the contract, whichever is applicable and annually thereafter. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer. AT level I awareness training is available at the following website: http://jko.jten.mil

c) Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

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 locally 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. This training shall be completed within 30 calendar days of contract award and within 05 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award.

1.5.5 Temporary Pass

A DD Form 369 for each personnel shall be submitted to the Contracting Officer in order to obtain a temporary pass/access. This pass is valid for the duration of project. If a time extension is considered during the period stated in the contract and surpass a year then, the Contractor shall submit a new DD369 for the new period been considered.

Any background that comes with remarks needs to be address by the correspondent employee and resubmit for clearance. Failure to pass background check will denied access to Fort Buchanan automatically. Waivers are not allowed under this section.

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 enrollment 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 real id: contractor personnel shall possess a valid real ID (ex. PR driver license with the star) to request access at fort Buchanan. This is mandatory after October 1, 2020. Contractor is responsible to ensure all employees driving or requesting access at fort Buchanan possess a valid real ID.”

All Contractor's personnel shall wear clothing and/or identification badges identifying them as company employees.

1.6 WARRANTY GENERAL COSTS

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.

1.7 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. Work shall be accomplished as per approved work schedule in order to ensure all parties are properly tracking and contract is completed timely.

1.8 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.

1.8.1 Project Sequence

Project sequence will be submitted to government to be evaluated and approved. These considerations are to be taken by the contractor. Coordination with project Contracting Officer Representative is required for each sequence of this contract.

1.9 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 ten (10) calendar days after award of contract, a project schedule of planned performance.

f) The contractor shall submit, for approval within ten (10) calendar days after award of contract, a Safety Plan.

g) The contractor shall submit, for approval within ten (10) 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 ten (10) after award of contract.

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

1.10 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.

1.11 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 FIELD VALIDATION - (PRE-AWARD)

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

3.2 FIELD VALIDATION - (POST-AWARD)

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

e) Any discrepancies that shall be evaluated based on Contractor’s experience and expertise.

3.3 NOTIFICATION OF FINDINGS

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 by Contracting Officer (unless otherwise indicated in the NTP), and complete the specific work order, and have facility ready for use after is estimated to be completed in 150 calendar days issuance of Notice to Proceed as required by Contracting Officer.

3.4.1 Liquidated Damages:

The Contracting Officer will charge a daily amount of $184.88 for every day Contractor is delayed over the Period of Performance including correction time for Final Inspection Deficiencies.

Previously approved delay days by the COR will be added to extend the 150 calendar days Period of Performance.

3.4.2 Safety Requirements

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

3.4.3 Construction Progress Schedule

The contractor shall submit for approval a construction progress schedule of planned performance within 10 calendar days after Contract Award.

3.4.4 Schedule of Prices

The contractor shall submit within 10 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 Working Hours

Regular working hours shall be from 0700 to 1600 Monday through Friday, excluding 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, 10 calendar days prior to commencement.

3.4.6 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.

3.4.6.1 Contractor shall provide all required submittals and documentation necessary to start project execution within 10 calendar days after contract award.

3.5 ADDITIONAL CONTRACT REQUIREMENTS

3.5.1 Solid Waste Disposal

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 Lead-Based Paint (LBP) Disposal – Consider LBP to be found at Bldg. 509.

Confirmation/certification will be provided by the Environmental Division.

3.5.3 State and Federal Permits

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. Work percentage completion.

f. 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”.

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. Ensure the sign include COR NAME, Email and phone number as well as contract number.

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 fifteen (15) calendar days in advance for proper coordination and approval by the Contracting Officer.

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

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

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

3.5.13 Salvage: The Contractor shall dispose-off post 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. Contractor is requiring notifying the COR immediately after every incident. Official report is required to be submitted to the Government within 24 hours after incident.

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 request a hot permit the Fire Department for all “hot work” to be performed under this action. 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 (UL) label. The label of UL 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 UL.

3.5.19 Material Safety Data Sheets (MSDS) and Status Log Sheet: Contractor shall submit for approval all materials to be used in this contract with Material Safety Data Sheets (MSDS), and Submittal Status Log Sheet. Submittals shall be delivered to Contracting Officer within 10 calendar days after contract award, USING A Transmittal Form.

3.5.20 Sketches: All details, sections, and notes…