Attachment 2_SOW_Rpr B102.pdf

STATEMENT OF WORK

Project JLSQ212003

Repair B102 Statement of Work

10 February 2021

171ST AIR REFUELING WING (ARW)

PENNSYLVANIA AIR NATIONAL GUARD, CORAOPOLIS, PA

TECHNICAL PROVISIONS

TABLE OF CONTENTS:

1. DESCRIPTION OF SERVICES

2. SITUS OF WORK

3. PROJECT SPECIFIC REQUIREMENTS

4. GENERAL REQUIREMENTS

5. SUBMITTALS

6. CLOSEOUT DOCUMENTATION

1. DESCRIPTION OF SERVICES

1.1. Objectives: The purpose of this project is to renovate the interior of building 102.

1.2. This statement of work describes contractor requirements for the project titled “Repair Bldg. 102.” The contractor is responsible to furnish and install all labor and materials to complete the items listed in this Statement of Work (SOW). The contractor shall provide the government a complete and usable product at the completion of the project. All information included in this document, along with the instructions and standards referenced in the document, shall be considered as part of the Statement of Work.

2. SITUS OF WORK

2.1. All work will occur at Pennsylvania Air National Guard Base, 171st Air Refueling Wing, Pittsburgh International Airport, Coraopolis, Pennsylvania 15108-4217.

3. PROJECT SPECIFIC REQUIREMENTS

– Rooms F-1, F-2

– Rooms 200, 200A, 201, 202, 204, Corridors

– Room 203 - Break Room

– Room 205 – Chaplain Suite

– Room 206 – SARC/DPH Suite

– Restrooms 208, 209 and Janitor’s Closet 210

3.1. Rooms F-1, F-2

3.1.1. General Construction:

3.1.1.1. Contractor shall remove all existing vinyl composition tile (VCT) in rooms and replace with new 12”x12” 1/8” thick VCT, VCT shall be installed per manufacturers’ recommendations.

3.1.1.2. Cove base molding shall be removed and replaced. Base material for carpeted areas shall be 4” high x 1/8” thick rubber cove base. Color shall be determined from material submittals. Partial lengths of base shall not be used except where cutting is required to match length of wall. Adhere to walls with manufacturer's recommended adhesive.

3.1.1.3. Contractor shall remove ceiling tile and suspension system. Contractor shall install new ceiling suspension system and ceiling tiles. New grid suspension system shall be standard fire rated 15/16" tee system. System shall be fabricated from galvanized steel. System shall include main runners, cross tees, angle moldings, hangar wires, and all accessories required for a complete assembly in accordance with manufacturer's instructions. Install new grid at same height as existing grid. New ceiling panels shall be 24"x48"x5/8" modulated acoustical ceiling panel with edge reveal.

3.1.1.4. Contractor shall repair all walls to a Level 4 drywall finish. Contractor shall paint all walls, doors and frames. Paint shall be two coats of paint, color to be determined from material submittal, interior semi-gloss latex. Unpainted gypsum board shall receive the manufacturer's recommend primer coat prior to painting. Bulkheads shall be painted, color to be determined from material submittal. Walls shall be painted per color to be determined from material submittal. All excess paint shall be removed from the site.

3.1.2. Lighting:

3.1.2.1. Contractor shall demolish existing light fixtures and replace. Light fixtures shall remain in original locations allowing for minimal deviations based on new grid layout.

Contractor shall replace all wiring devices in this area. Contractor shall re-use existing conductors.

Light Emitting Diode (LED) fixtures shall either be 2’x4’ or 2’x2’ panels. Size of LED panel shall depend on the drawings provided. 2’x4’ panels shall meet the following specifications 5k Lumens, 4k Color, 120 VAC. 2’x2’ panels shall meet the following specifications 4k Lumens, 4k Color, 120 VAC. Exit signs shall be red letter, single-sided, light-emitting diode with brushed aluminum face and black housing, 11 3/8” wide x 7 3/8” high.

Contractor shall update all affected panel schedules and provide them to the government at completion of project, both electronically and on printed card stock for placement into panel sleeves.

3.1.3. Power: Contractor shall provide, mount and wire one 200A subpanel in room F-2.

Contractor shall provide and install a commercial use surface mounted 120/208 volt, 3 phase panel board with a 200 amp main breaker. The panel board shall have a minimum of 30 circuit spaces. Provide new 20 amp breakers for convenience power outlets. Provide two spare 20A single pole breakers. Panel shall have copper buss bars with a full-sized neutral bar. Power for new panel shall be fed from panel located in basement level mechanical room. All new receptacles and lighting circuits shall be run to this new panel.

3.1.4. Doors: Contractor shall provide two exterior and one interior door. Existing exterior doors shall be replaced with a steel door with lite. Interior door shall be solid core, slab front and painted to match the door jams per the material submittal. Contractor shall provide new door hardware and new locks. Contractor shall provide locks compatible with existing BEST Lock series cores and locks. Locks shall be System type A, 7pin, PEAKS, Keyway B7 Core

Mark to be determined by government at time of submittal. Lock core to be of the type mounted in the door handle. Locksets from demolished doors shall be returned to Government.

3.2. Rooms 200, 200A, 201, 202, 204 Corridors

3.2.1. General Construction:

3.2.1.1. Contractor shall remove all existing flooring in rooms and replace with new carpet tiles. Carpet shall be 24" modular tiles installed with the manufacturer's recommended pressure sensitive adhesive. The carpet tiles pattern to be determined from material submittals.

Carpet shall be installed as to look like one continuous run. Contractor shall provide one box excess tile for future use by the Government. Carpet tiles are to be glued down per manufacturer’s specifications. Rubber transition strips shall be installed where carpet meets vinyl composite tile. Color shall be black. Adhere with manufacturer's recommended adhesive.

3.2.1.2. Cove base molding shall be removed and replaced. Base material for carpeted areas shall be, 4” high x 1/8” thick rubber cove base. Color shall be determined from material

3.2.1.3. Contractor shall remove ceiling tile and suspension system. Contractor shall standard fire rated 15/16" tee system. System shall be fabricated from galvanized steel. System shall include main runners, cross tees, angle moldings, hangar wires, and all accessories required for a complete assembly in accordance with manufacturer's instructions. Install new grid at same panel CDS-224 with edge reveal.

3.2.1.4. Contractor shall repair all walls to a Level 4 drywall finish. Contractor shall paint all walls, doors and frames. Paint shall be two coats of paint, color to be determined from material submittal, interior semi-gloss latex. Unpainted gypsum board shall receive the manufacturer's recommend primer coat prior to painting. Bulkheads shall be painted. Color to be

3.2.2. Lighting: Contractor shall demolish existing light fixtures and replace. Light fixtures shall remain in original locations allowing for minimal deviations based on new grid layout. Contractor shall replace all wiring devices in this area. Contractor shall re-use existing

Light Emitting Diode (LED) fixtures shall either be 2’x4’ or 2’x2’ panels. Size of LED panel shall depend on the drawings provided. 2’x4’ panels shall meet the following specifications 5k Lumens, 4k Color, 120 VAC. 2’x2’ panels shall meet the following

3.2.3. Doors: Contractor shall provide eight interior doors. Doors shall be solid core, slab front and painted to match the door jams per the material submittal. Contractor shall provide new door hardware and new locks. Contractor shall provide locks compatible with existing BEST Lock series cores and locks. Locks shall be System type A, 7pin, PEAKS, Keyway B7 Core Mark to be determined by government at time of submittal. Lock core to be of the type mounted in the door handle. Locksets from demolished doors shall be returned to Government.

3.3. Room 203 - Break Room

3.3.1. General Construction:

3.3.1.1. Contractor shall remove all existing flooring in room and replace with new pressure sensitive adhesive. The carpet tiles pattern to be determined from material submittals.

Carpet shall be installed as to look like one continuous run. Contractor shall provide one box excess tile for future use by the Government. Carpet tiles shall be glued down per

3.3.1.2. Cove base molding shall be removed and replaced. Base material for carpeted

3.3.1.3. Contractor shall remove ceiling tile and suspension system. Contractor shall standard fire rated 15/16" tee system. System shall be fabricated from galvanized steel. System for a complete assembly in accordance with manufacturer's instructions. Install new grid at same

3.3.1.4. Contractor shall repair all walls to a Level 4 drywall finish. Contractor shall paint all walls, doors and frames. Paint shall be two coats. Color to be determined from material submittal, interior semi-gloss latex. Unpainted gypsum board shall receive the manufacturer's recommend primer coat prior to painting. Bulkheads shall be painted. Color to be determined from material submittal. Walls shall be painted per color to be determined from material submittal. All excess paint shall be removed from the site.

3.3.2. Lighting: Contractor shall demolish existing light fixtures and replace. Light fixtures shall remain in original locations allowing for minimal deviations based on new grid layout. Contractor shall replace all wiring devices in this area. Contractor shall re-use existing

LED fixtures shall either be 2’x4’ or 2’x2’ panels. Size of LED panel shall depend on the drawings provided. 2’x4’ panels shall meet the following specifications 5k Lumens, 4k Color, 120 VAC. 2’x2’ panels shall meet the following specifications 4k Lumens, 4k Color, 120 VAC.

Exit signs shall be red letter, single-sided, light-emitting diode with brushed aluminum face and black housing, 11 3/8” wide x 7 3/8” high.

Contractor shall update all affected panel schedules and provide them to the government at completion of project, both electronically and on printed card stock for placement into panel sleeves.

3.3.3. Power:

3.3.3.1. Furnish and install one 115 vac, 20 amp duplex electrical outlet on an independent circuit for the government owned freestanding refrigerator/freezer. All conductors shall be thermoplastic heat and water-resistant nylon coated (THWN #12). Conductors shall be run in 3/4” EMT (electric metallic tube) from new panel located in corridor. EMT shall be connected at joints and ends using manufacturer recommended unions and or knock out stubs.

MC (metal clad) is permitted only for lighting whips and when running conductors in existing walls. Circuit breakers shall be 20A single pole.

3.3.3.2. Furnish and install one 115 vac, 20 amp duplex electrical outlet on an independent circuit for the government owned microwave, located above counter top per government drawings. All conductors shall be THWN #12. Conductors shall be run in 3/4” EMT from new panel located in corridor. EMT shall be connected at joints and ends using manufacturer recommended unions and or knock out stubs. MC is permitted only for lighting whips and when running conductors in existing walls. Circuit breakers shall be 20A single pole.

3.3.3.3. Furnish and install one 115 vac 20 amp GFCI protected duplex outlet above counter top per government drawing. All conductors shall be THWN #12. Conductors shall be run in 3/4” EMT from new panel located in corridor. EMT shall be connected at joints and ends using manufacturer recommended unions and or knock out stubs. MC is permitted only for lighting whips and when running conductors in existing walls. Circuit breakers shall be 20A single pole.

3.3.4. Doors: Contractor shall provide one new interior door. Doors shall be installed to fit existing door opening. Door shall be solid core, slab front and painted to match the other doors per the material submittal. Door hardware shall be brushed aluminum in color throughout.

Contractor shall provide new door hardware and new locks. Contractor shall provide locks compatible with existing BEST Lock series cores and locks. Locks shall be System type A, 7pin, PEAKS, Keyway B7 Core Mark to be determined by government at time of submittal. Lock core to be of the type mounted in the door handle. Locksets from demolished doors shall be returned to Government.

3.3.5. Cabinetry:

3.3.5.1. Furnish and install one 36W” X 24D” standard height laminated sink base cabinet with two doors, brushed nickel door pulls, and faux drawer pulls required on all drawers.

3.3.5.2. Furnish and install one 36W” X 24D” standard height laminated base cabinet with two doors and two drawers. Two interior shelves per cabinet shall be required, brushed nickel door and drawer pulls. Base cabinets shall appear as one continuous run under countertop, contractor is responsible to provide and install filler strips and end caps.

3.3.5.3. Furnish one 48W”x 24D”standard height laminated base cabinet with two doors and two drawers. Two interior shelves per cabinet shall be required, brushed nickel door and drawer pulls. Base cabinets shall appear as one continuous run under countertop, contractor is responsible to provide and install filler strips and end caps. In addition, the contractor shall provide one 10W” x 24D” filler cabinet to extend the aforementioned cabinetry to the adjacent wall.

3.3.5.4. Furnish and install 22 SF of solid surface counter top with 4” back and side splashes. Provide submittal specifying color and material. One double bowl 304 stainless steel sink with hot and cold water, sprayer, and brushed nickel finished gooseneck with lever handle faucet and matching drain. Water connections shall be connected to faucet with braided flexible stainless steel supply lines. Contractor shall provide the solid surface sink cut out piece to the government. Contractor shall install new ¼ turn ball valves on supply lines.

3.3.5.5. Furnish and install one 36W” X 36H” X 18D” laminated wall cabinet with two doors. Two interior cabinet shelves are required, with brushed nickel door pulls.

3.3.5.6. Furnish and install one 48W” X 36H” X 18D” laminated wall cabinet with

3.3.5.7. Furnish and install one 36W” X 24H” X 18D” laminated wall cabinets with

3.3.5.8. Furnish and install one 10W” X 24H” X 18D” laminated filler cabinet.

3.4. Room 205 – Chaplain Suite

3.4.1. General Construction:

3.4.1.1. Contractor shall construct 2” x 4” metal stud walls in room 205 to facilitate individual offices per government provided construction drawings. Contractor shall construct new walls for rooms 205A, 205B, and 205C. Walls shall extend from the floor to joists/rafters.

Contractor shall install 4” mineral fiber insulation between studs the full height of the new walls, contractor shall remove drywall and insulate stud spaces adjacent to rooms 206 and 208.

Contractor shall remove existing door and frame between rooms 205 and 206 as well as windows between rooms 205 and 206/200. Repair with new stud walls, 5/8” drywall and then prepare to Level 4 drywall finish.

3.4.1.2. Contractor shall remove all existing flooring in room and replace with new pressure sensitive adhesive. The carpet tiles pattern to be determined from material submittals.

Carpet shall be installed as to look like one continuous run. Contractor shall provide one box excess tile for future use by the Government. Carpet tiles are to be glued down per

3.4.1.3. Cove base molding shall be removed and replaced. Base material for carpeted

3.4.1.4. Contractor shall remove ceiling tile and suspension system. Contractor shall install new ceiling suspension system and ceiling tiles. New grid suspension system shall be standard fire rated 15/16" tee system. System shall be fabricated from galvanized steel. System shall include main runners, cross tees, angle moldings, hangar wires, and all accessories required for a complete assembly in accordance with manufacturer's instructions. Install new grid at same

3.4.1.5. Contractor shall patch and repair all existing walls to a Level 4 drywall finish.

Contractor shall paint all walls. Paint shall be two coats of paint, color to be determined from material submittal, interior semi-gloss latex. Unpainted gypsum board shall receive the manufacturer's recommend primer coat prior to painting. Bulkheads shall be painted, color to be

3.4.2. Lighting: Contractor shall demolish existing light fixtures and replace. Light fixtures shall be installed per construction drawing locations allowing for minimal deviations based on new grid layout. Contractor shall replace all wiring devices in this area, contractor shall re-use existing conductors where applicable.

panel shall depend on the drawings provided. 2’x4’ panels shall meet the following specifications 5k Lumens, 4k Color, 120 VAC. 2’x2’ panels shall meet the following

3.4.3. Power: Contractor shall install new receptacles and light switches per the construction drawings. Receptacles shall be 20A duplex. The receptacles shall be 18” above finished floor (A.F.F.). All conductors shall be THWN #12. Conductors shall be run in 3/4” EMT from new panel located in corridor. EMT shall be connected at joints and ends using manufacturer recommended unions and or knock out stubs. MC is permitted only for lighting whips and when running conductors in existing walls. Circuit breakers shall be 20A single pole.

Contractor shall add a 20A single pole switch mounted and all associated wiring to allow the light fixtures in the new rooms to be operated independently of each other. Switch shall be located on wall 36” A.F.F.

3.4.4. HVAC: Contractor shall split existing HVAC supply duct above existing upper ceiling (old flat roof deck) and provide one 24”x24” supply diffuser and one 24”x24” return grille to the building plenum for each new office space. Balancing dampers shall be provided at split of each existing duct and airflow to each new office shall be properly balanced by the contractor. New duct material shall be flexible insulated duct rated for installation in attic spaces. Contractor shall remove ceiling tile and suspension system. Contractor shall install new ceiling suspension system and ceiling tiles.

3.4.5. Doors: Contractor shall provide four new solid core interior doors, new door hardware and new locks for rooms 205A, 205B and 205C. Contractor shall replace door with a new door, new door hardware and new lock for room 205. Doors shall be solid core, slab front and painted to match the door jams per the material submittal. Interior doors shall be installed/replaced per the door schedule. Contractor shall provide locks compatible with existing BEST Lock series cores and locks. Locks shall be System type A, 7pin, PEAKS, Keyway B7 Core Mark to be determined by government at time of submittal. Lock core to be of the type mounted in the door handle. Locksets from demolished doors shall be returned to Government.

3.5. Room 206 – SARC/DPH Suite

3.5.1. General Construction:

3.5.1.1. Contractor shall construct 2” x 4” metal stud walls in room 206 to facilitate individual offices per government provided construction drawings.

3.5.1.2. Contractor shall remove all existing flooring in room and replace with new carpet tiles. Carpet shall be 24" modular tiles installed with the manufacturer's recommended pressure sensitive adhesive. The carpet tiles pattern to be determined from material submittals.

Carpet shall be installed as to look like one continuous run. Contractor shall provide one box excess tile for future use by the Government. Carpet tiles are to be glued down per

3.5.1.3. Cove base molding shall be removed and replaced. Base material for carpeted

3.5.1.4. Contractor shall remove ceiling tile and suspension system. Contractor shall standard fire rated 15/16" tee system. System shall be fabricated from galvanized steel. System for a complete assembly in accordance with manufacturer's instructions. Install new grid at same

3.5.1.5. Contractor shall construct new walls for rooms 206A, 206B, and 206C.

Walls shall extend from the floor to joists/rafters. Contractor shall install 4” mineral fiber insulation between studs the full height of the new walls. New stud walls shall be finished in 5/8” drywall and then prepared to Level 4 drywall finish. Contractor shall patch and repair all existing walls to a Level 4 drywall finish. Contractor shall paint all walls.

Paint shall be two coats of paint, color to be determined from material submittal, interior semi-gloss latex. Unpainted gypsum board shall receive the manufacturer's recommend primer coat prior to painting. Bulkheads shall be painted, color to be determined from material submittal. Walls shall be painted per color to be determined from material submittal. All excess paint shall be removed from the site.

3.5.2. Lighting: Contractor shall demolish existing light fixtures and replace. Light fixtures shall be installed per construction drawing locations allowing for minimal deviations based on new grid layout. Contractor shall replace all wiring devices in this area, contractor shall re-use existing conductors where applicable.

Light Emitting Diode (LED) fixtures shall either be 2’x4’ or 2’x2’ panels. Size of

LED panel shall depend on the drawings provided. 2’x4’ panels shall meet the following specifications 5k Lumens, 4k Color, 120 VAC. 2’x2’ panels shall meet the following

3.5.3. Power: Contractor shall install new receptacles and light switches per the construction drawings. Receptacles shall be 20A duplex. The receptacles shall be 18” above finished floor (A.F.F.). All conductors shall be THWN #12. Conductors shall be run in 3/4” EMT from new panel located in corridor. EMT shall be connected at joints and ends using manufacturer recommended unions and or knock out stubs. MC is permitted only for lighting whips and when running conductors in existing walls. Circuit breakers shall be 20A single pole.

Contractor shall add a 20A single pole switch mounted and all associated wiring to allow the light fixtures in the new rooms to be operated independently of each other. Switch shall be located on wall 36” A.F.F.

3.5.4. HVAC: Contractor shall split existing HVAC supply duct above existing upper ceiling (old flat roof deck) and provide one 24”x24” supply diffuser and one 24”x24” return grille to the building plenum for each new office space. Balancing dampers shall be provided at split of each existing duct and airflow to each new office shall be properly balanced by the contractor. New duct material shall be flexible insulated duct rated for installation in attic spaces. Contractor shall remove ceiling tile and suspension system. Contractor shall install new ceiling suspension system and ceiling tiles.

3.5.5. Doors: Contractor shall provide four new interior doors, new door hardware and new locks for rooms 206A, 206B and 206C. Contractor shall replace door with a new door, new door hardware and new lock for room 206. Doors shall be solid core, slab front and painted to match the door jams per the material submittal. Contractor shall provide locks compatible with existing BEST Lock series cores and locks. Locks shall be System type A, 7pin, PEAKS, Keyway B7 Core Mark to be determined by government at time of submittal. Lock core to be of the type mounted in the door handle. Locksets from demolished doors shall be returned to Government.

3.6. Restrooms 208, 209, and Janitor’s Closet 210

3.6.1. General Construction:

3.6.1.1. Contractor shall repair all walls to a Level 4 drywall finish. Contractor shall paint all walls. Paint shall be two coats of paint, color to be determined from material submittal, interior semi-gloss latex. Unpainted gypsum board shall receive the manufacturer's recommend primer coat prior to painting. Bulkheads shall be painted, color to be determined from material submittal. Walls shall be painted per color to be determined from material submittal. All excess paint shall be removed from the site.

3.6.2. Lighting: Contractor shall demolish existing light fixtures and replace. Light fixtures shall remain in original locations. Contractor shall replace all wiring devices in this area, contractor shall re-use existing conductors.

panel shall depend on the drawings provided. 2’x4’ panels shall meet the following specifications 5k Lumens, 4k Color, 120 VAC. 2’x2’ panels shall meet the following

3.6.3. Doors: Contractor shall provide four new interior doors, new door hardware and new locks. Contractor shall provide new door hardware and new locks. Contractor shall provide locks compatible with existing BEST Lock series cores and locks. Locks shall be System type A, 7pin, PEAKS, Keyway B7 Core Mark to be determined by government at time of submittal.

Lock core to be of the type mounted in the door handle. Locksets from demolished doors shall be returned to Government.

3.7. Established HVAC Systems:

EXISTING 5 ton Air Conditioner:

Make: Goodman Model #: DSXC180601AC Serial #: 1307286202 Size: 5 Ton 60,000 btuh Date of Manufacture: 2013 Type and amount of refrigerant: 410A 259 OZ Volts and Phase: 208/230 VAC 01 Ph

EXISTING 92K Input Gas Fired Furnace:

Make: Goodman Model #: GMVC950905DXBA Serial #: 1304237290 Size: 92,000 btuh input Year Manufactured: 4/29/2013 Type and amount of refrigerant: N/A Volts and Phase: 120VAC 01 Ph

3.8. The government must approve materials prior to installation.

3.9. Quantities: Any quantities provided are to enhance contractors’ understanding of the magnitude of work required under this bid. Government-provided quantities shall not be used by contractors in establishing pricing. Contractors are responsible for making their own measurements in determining their bids for work under this project.

3.10. All listed sub‐contractors working for the contractor shall possess the applicable Pennsylvania Contractors license.

3.11. Contractor shall maintain one usable entrance to project facilities at all times.

3.12. Performance Period: The contractor has 150 days from the NTP to complete all work on the project. The NTP will be issued at the Pre-Construction Conference.

4. GENERAL REQUIREMENTS

4.1. Contractor shall attend a Pre-Construction Conference. The Pre-Construction Conference will be scheduled after award. At a minimum, the contractor shall have their project manager and site superintendent attend the meeting. The Contractor shall provide the following documents at the Pre-Construction Conference.

4.1.1. Project Construction Schedule

4.1.2. Contract Schedule of Values

4.1.3. Safety Plan

4.1.4. Quality Control Plan

4.2. The contractor shall provide all tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) necessary to install, test, and repair facility safety items located at 171 ARW, Air National Guard Base, Coraopolis, Pennsylvania.

4.2.1. Any waste of excess material resulting from any contract requirement shall be removed and disposed of by contractor at a proper disposal site off 171st ARW, Air National Guard Station; disposal, discharge, deposit, dumping, spilling, leaking, or placing of any materials, wastes, effluents, trash, garbage, oil, grease, paint, chemicals. If any waste material is dumped in unauthorized areas, the contractor shall remove the material and restore the area to the condition of the adjacent undisturbed site at contractor’s expense.

4.2.2. The contractor shall comply with all Air Force, OSHA, and building codes requirements that are abiding by the Federal government, Commonwealth of Pennsylvania, and Allegheny County.

4.2.3. Any additional work completed by the contractor without approval by the Contracting Officer shall be at the contractor’s expense.

4.2.4. The contractor shall submit material approval form(s) to the contracting officer within 10 days of contract notice to proceed date. No materials shall be ordered without material approval of the contracting officer and the base civil engineer.

4.3. Government Furnished Property and Services. The government will provide water, sewer and electrical connections. Unsecure outdoor storage area at the base is available and must be requested through the project manager prior to utilizing. Secured storage is the responsibility of the contractor.

4.4. Quality Control. Contractor shall develop and maintain a quality program to ensure work is performed as described in this Statement of Work and in accordance with all local, state and federal rules.

4.5. Quality Assurance. The Government will maintain a Quality Assurance Program to ensure work is performed as described in this Statement of Work and in accordance with all local, state, and federal rules. The Project Manager will manage the Government’s QA program.

4.5.1. Periodic inspection of the work in progress will be accomplished by a representative of the government for the purpose of ensuring the contractor is conforming to the requirements of the statement of work as well as verification of conformance with all safety, environmental, and employment regulations, practices and guidelines.

4.5.2. A one hundred percent (100%) inspection of the finished product will be accomplished. This inspection will be a two-part inspection consisting of a pre-final and a final inspection walkthrough by the contracting officer, contracting officer representative, safety, environmental, fire department, security, anti-terrorism officer, user, contract manager and a representative of the associated trades to be inspected.

4.5.3. Upon completion of the pre-final inspection, a pre-final inspection report will be prepared by the COR and forwarded to the contractor. All discrepancies noted in the pre-final inspection report must be corrected by the contractor to the satisfaction of the contracting officer within 10 days of receipt of the report.

4.5.4. The contractor shall be held accountable for the successful execution of the project in accordance with the contract documents. Failure to meet the requirements of the contract may result in repair or replacement of nonconforming supplies or reperformance or nonconforming services at no increase in contract price.

4.6. Hours of Operation. The normal duty hours of operation at PAANG are as follows:

1st Week: Monday through Thursday 0700 hours to 1630 hours, Friday 0700 to 1530 hours.

2nd Week: Tuesday through Friday 0700 hours to 1630 hours.

Construction can be accomplished any time during these hours unless the base is closed for a holiday. Prior coordination with CE is required to work outside these hours.

4.7. The contractor shall schedule and arrange work with each building facility manager at least two (2) working days before beginning work in each building. The contractor shall make every effort to minimize the interference and effect on the government mission.

4.8. Prior to any work starting on a facility, a mandatory walk through shall be scheduled and accomplished with the government project manager or construction inspector for explanation and requirements of work within each building.

4.9. Base Access. Base security personnel require that all personnel entering the installation are cleared for access and use the contractor entrance (Sabre Gate). The contractor shall complete WG Form 128, Request for Long Term Visitor Badge prior to commencing work.

Contractor will provide first name, last name, date of birth, SSAN, gender, and race information for all personnel accessing the base. The contractor shall submit this information to the COR NLT two working days prior to the date of required access. Personnel must maintain a valid driver’s license, vehicle registration and proof of insurance at all time while on the base.

4.10. Material Safety Data Sheets, and Labels. The contractor shall maintain a copy of the Environmental Protection Agency or State Registered Labels, plus Material Data Sheets for all paints, primers, solvents, inhibitors, or solutions used in connection with this contract; Material Data Sheets are also required for all hazardous materials defined in federal Standard 313c.

Identical back-up copies of these documents shall be given to the Base Safety Officer and the Contracting Officer prior to the start of any work.

4.11. Technical Competence and Ability. If requested by the Government, the Contractor shall provide proof of technical competence and experience in the area of expertise required by this Statement of Work. The contractor shall be prepared to submit documents providing proof of successful competence such as training certificate or accreditations from recognized industry leaders. Contractors shall also be prepared to provide proof of successful project experience through references of former clients in related project types.

4.12. Dimensions and Quantity. All dimensions and quantities provided in the Statement of Work are estimates only. They are provided as a courtesy for contractors to estimate the magnitude of work or materials necessary to complete a task. They are not intended to be final measurements. The Contractor is responsible for verifying all dimensions and quantities in the field prior to starting work.

4.13. Warranty. The contractor shall guarantee all workmanship and materials covered under this statement of work for a period of no less than 1 year from the date of project acceptance.

This contractor’s warranty shall be included with any manufacturer’s warranties that accompany materials or systems installed as part of this statement of work.

4.14. Contractor Payment. Contractor shall submit an application and certificate for payment every 30 days or at the end of the performance period, whichever comes first.

4.14.1. The payment request shall include the following:

4.14.1.1. Contractor’s application for payment

4.14.1.2. Schedule of values

4.14.1.3. Contract progress report

4.14.1.4. Contract progress schedule

5. SUBMITTALS

5.1. All material approval submittals shall be submitted to the Contracting Officer and transmitted with an AF Form 3000. When submitting on a finish, texture or other material characteristic where a photograph is unacceptable, the Contractor shall provide a sample of the material for review and approval along with the product cut-sheet.

5.1.1. Paint

5.1.1.1. Exterior

5.1.1.2. Interior

5.1.2. Flooring

5.1.2.1. Carpet

5.1.2.2. VCT

5.1.3. Cove Base

5.1.4. Ceiling Grid & Panels

5.1.5. Lighting

5.1.6. Exit Signs

5.1.7. Doors

5.1.7.1. Exterior

5.1.7.2. Interior

5.1.7.3. Locksets

5.1.8. Cabinetry

5.1.8.1. Cabinets

5.1.8.2. Door & drawer pulls

5.1.8.3. Countertops

6. CLOSEOUT DOCUMENTATION

6.1. 10% Retainage will be released upon receipt of the following items:

6.1.1. Operations and Maintenance manuals for all installed equipment

6.1.2. Contractor workmanship letter of warranty up to one year.

6.1.3. Certificates of no debts to suppliers and vendors.

6.1.4. Electronic pictures showing the area before and after repair.

6.1.5. Recycling or Landfill proof of disposition document (if available).

6.1.6. Final approved inspection report with red lined drawings.

6.1.7. Release of claims.