SOW_-_311_final.docx

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SIAD Construction Project - Group C (308, 311, 355, 364) Federal contract opportunity
Solicitation number
W912GY17R0018
Issued by
Department of the Army Materiel Command Contracting Command Detroit Arsenal

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SOW - 311

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Text version

03/16/2017

STATEMENT OF WORK

PR No: 311-17-04580 RPR/REN Siding, Cargo Doors, Etc.

1.0 PART I – GENERAL:

1.1 GENERAL: The contractor shall provide all labor, materials, equipment and supervision necessary to implement Scope of Work Items listed herein at SIERRA ARMY DEPOT (SIAD), Herlong , CA. 96113

1.2 Minimum Requirements: All work shall be done within the specifications and in accordance with all Federal, State and local regulations. Work shall be done is a professional workman like manner and to industrial standards.

1.2.1 Location: SIAD

1.2.2 Refer to any attached plan for details and locations of work to be performed.

1.3 Scope of Work Items: RPR ENV, Siding Cargo Doo

1.3.1 Remove and retain termination bar at top of gutters.

1.3.2 Remove and retain of gutters and all downspouts, and store for re-installation.

1.3.3 Temporarily secure roofing membrane to fascia during siding installation.

1.3.4 Install new z-flashing as needed and reinstall gutters and downspouts.

1.3.5 Repair roof along edge of gutters.

1.3.6 Re-install roof termination bar, secure roof over flashing and apply new sealant as needed.

1.3.7 Abate non-friable asbestos transite siding from the exterior of the building. All work must comply with Federal EPA and CA EPA regulations. All workers must be trained and certified in accordance with EPA regulations.

1.3.8 Siding material shall be removed down to the wood substrate along with the non-asbestos tar paper and nails

1.3.9 Government will supply all disposal dumpsters for recyclables and asbestos only. Contractor will coordinate dumpster delivery and removal with the government.

1.3.10 Remove and re-install after new siding all building signage.

1.3.11 Repair broken or dry rot and re-nail, as needed, existing wood sheathing on exterior walls;

1.3.12 Remove wood bumper system from perimeter of building.

1.3.13 Remove existing windows.

1.3.14 Install Commercial grade moisture barrier to exterior of warehouse building.

1.3.15 Reserved.

1.3.16 Install j-channel and trim accessories as needed around doors, eaves, starter strips and corners.

1.3.17 Install 3/8” fanfold insulation to all exterior walls.

1.3.18 Provide and Install new Crane Market Square Double 5 Inch lap vinyl siding per manufacturer’s specifications and in accordance with ANSI standards with regard to normal expansion and contraction. Color of siding and trim to match building 305.

1.3.19 Reserved.

1.3.20 Provide and install vinyl trim accessories as needed around doors, eaves, starter strips, and corners.

1.3.21 Provide and Install factory painted aluminum Metal Cladding over all exposed wood surfaces. Color to match Building 305.

1.3.22 Apply sealant calking as needed.

1.3.23 Enclose wall where penetrations are no longer needed.

1.3.24 Remove existing wood bumpers on the exterior walls. Install a metal stand off guard rail system on all four sides of the building (match system on Bldg. 352). Galvanized Posts shall be installed at 6’3” OC and shall be a minimum of ¼” thick W6x8.5 28-1/8” tall welded to ½” thick 6”x10” base plate will ¼” fillet welds on exterior flange sides. These posts shall be anchored to the existing concrete using 4 - 1” diameter bolts with washer, epoxy into concrete. Guard rail shall be galvanized 12 gauge W-beam rail, 12-1/4” in height, and 3-1/4” in width.

1.3.25 Remove and replace old damaged concrete at each location for the dock east side. This will consist of the dock deck.

1.3.26 Remove and replace old damaged concrete ramps on the North and South ends. Excavate as needed to accept 4” of class 2 base and 6” of concrete. Excavate as needed to accept 4” of class 2 base and 6” of concrete.

1.3.27 Compact native soil to 90% and add base and compact it to 90%.

1.3.28 Drill 5/8” x 8” deep min. holes into all adjacent concrete 16” OC to accept #4 rebar slip dowels (do not epoxy in place).

1.3.29 Install #4 grade 60 rebar at 16” OC running in both direction. Support rebar off bottom 2” to 3” with cement dobby’s or chairs.

1.3.30 Place 4,000 PSI air entrained concrete (see COE specs.) 6” thick at slab and 12” thick at beam.

1.3.31 Install a tooled expansion joint in all field areas 12’ OC min. 2” deep across the width of the new concrete.

1.3.32 Fill all joints with an exterior grade flexible joint fill product.

1.3.33 Prep existing interior concrete to accepted epoxy broadcast coating system. See attached “Exhibit A

1.3.34 Dispose of concrete and asphalt in separated rubble piles at SIAD’s deposal site approx. 1.5 miles away.

1.3.35 Remove fifteen (15) existing sliding cargo doors and replace with coiled roll up doors. Doors shall be of like size, greater than or equal to a new coiled roll up service door, 22 gage, Grey, 30PSF wind load rated, chain hoist operated, with full perimeter weather-seals. Guides shall be attached to substructure with ½” diameter 6” long lag bolts with washer. Some warehouses shall require the removal and leveling of the interior door ramp areas and relocation of the ramps to the exterior of the doors.

1.3.36 MDP: Contractor shall remove existing safety switches, subpanels and risers then install Main Distribution Panels (MDPs) and subpanels. MDPs shall be I line 400a, MBO, 14kA fully rated, NEMA 1, commercial, 208Y/120v, 3 phase, 4w, 400a buss, 400a main breaker, 8 circuit-3 pole 225a breaker, standard solid neutral and ground bar, standard mains and feeders mechanically restrained. MDP box will be large enough for 500MCM cable to be attached to the 225a sub-breakers. On any new circuit, voltage drop shall not exceed 3%. Install grounding plate.

1.3.37 Subpanels: Subpanels shall be 208Y/120v, 3 phase, 4w, 225a buss, 225a main breaker, 42 circuit, NEMA 1. This subpanel shall be fed from the MDP using a 3 pole 225a breaker.

1.3.38 New LED Fixtures Warehouse: LED fixtures in warehouse bays shall be: Hanger systems are optional. Light fixtures must hang level and in the correct position after an earthquake or being bumped by a forklift. LED shall be clear lens with 4000K color temperature. Light fixture shall be dimmable and shall –for task lighting- give 60 foot candles minimum illumination, 36inches above finished floor (AFF) with bottom of fixture mounted 13feet or 13feet 6inches AFF. If the drivers are dimmed via a Programmer, the Government will retain the Programmer at the conclusion of the project. If the drivers are dimmed via a resistor, the Government will install the resistor. For task lighting, no candle power between two parallel fixtures mounted 20feet apart shall be less than 30 candle power measured 36inches AFF. For general area lighting, candle power shall be minimum 40 candle measured 36inches AFF. Drivers shall have silent & flicker free operation. Do not remove or replace existing LED task lighting.

1.3.39 New LED Fixtures Offices: Number of old fluorescent fixtures to be removed are in the above removal count. New LED troffer lights shall be: 3000K color temperature. These fixtures will be mounted into existing T-bar ceiling or mounted to ceiling drywall. In T-bar ceilings where an old light fixture was removed and no new fixture will take its place, the contractor shall install a new acoustical ceiling tile.

1.3.40 Rafter and Fixture Mounting height: Projects 306 thru 311, bottom of rafters are approximately 16feet 6inches AFF. Bottom of light fixtures shall be 13feet AFF. Projects 355 thru 358, bottom of rafters are approximately 22feet 6inches AFF. Bottom of light fixtures shall be 13feet 6inches AFF.

1.3.41 Fixture Wiring: Contractor shall reuse the existing lighting circuits. Contractor may loop 2 to 4 fixtures from 1 junction box. Contractor shall not be allowed to loop 5 or more fixtures together. Install EMT, no smaller than ¾inch, from the existing run, for more than 4 fixtures. In a group of 4 fixtures, on the same circuit, the Contractor may run EMT to the center of the group, run MC down to the second fixture then back up and across to above the 1st fixture then down to fixture. Same process for fixtures 3&4 of that group. No more than 2 fixtures on 1 MC cable. On any light circuit, voltage drop shall not exceed 3%. No circuit shall be loaded more than 17amps on a single pole breaker. If an existing lighting circuit is not sufficient to remain under 17 amps with new fixtures installed, the contractor will install a new lighting circuit to split the load.

1.3.42 Exterior Light Fixtures: Where required per SOW, Contractor shall install exterior LED light fixtures, 8feet AFF. LED fixtures shall be: Exterior light Fixtures: Color: Dark Bronze. Finish: Superior dual coat finish. Housing: Die-Cast Aluminum. Lens: High impact/Heat resistant tempered glass. Surface mount wall pack. Light board, 21 diodes minimum, multi voltage 120v-277v, standard cool whit (5700k) color temperature, Photocell, motion sensor, power facto >.9 total harmonic distortion <20%, Surge protection: IEC/EN 61000-4-5 EMC test standard, 80 degree beam spread, 32 w-4,431 lumen light. Dimensions: Length: 9.25’ Bottom Depth: 11.4” Front Width: 12.1” Back Width: 14.2” Top depth: 5.7”

1.3.43 Receptacles: All receptacles shall be 120v, 20amp, Spec Grade, Heavy Duty Service, no color preference.

1.3.44 All MDPs and new/replaced subpanels shall be permanently marked and identified. This includes all branch circuits from the subpanels to the loads. Receptacles shall be marked with a tape printed label i.e.: PNL A bkr 12.

1.3.45 Each MDP shall have the existing grounding supplemented. Ground rods shall be 5/8inch by 10feet copper. All connections to rods shall be exothermic.

1.3.46 Each subpanel located more than 100feet from the MDP shall have a supplemental ground rod (1ea) attached.

1.3.47 The Contractor shall install a copper ground plate for each MDP and ground water, gas and fire sprinkler systems to this copper ground plate.

1.3.48 On any new circuit, to include feeds going to subpanels, voltage drop shall not exceed 3%. All electrical wire on this project shall be THHN stranded copper. No de-rating of neutral shall be allowed. Contractor shall submit voltage drop calculations prior to installation.

1.3.49 Recyclable material: Any recyclable material can deposited in Government recycle containers for that type of material. The Government will provide the Contractor with cardboard tubes for the old fluorescent light tubes and will dispose of these light bulbs. The Government will provide the Contractor with containers for old light ballasts and tombstones. The Contractor shall remove the ballasts and tombstones and deposit them in provided containers. The metal shell shall go into a metal recycle container. The Government will provide the Contractor with a copper wire container for all old/excess copper wire.

1.3.50 On the South wall of the warehouse, remove existing safety switches and existing panel A. Install above listed MDP. Adjacent to this new MDP install above listed subpanel. Re-route wires from old panel into new Panel A. On the north side fire wall, remove existing panel B and its service conduit, and install above listed subpanel, conduit and wires. MDP is approximately 300feet from panel B. Re-route wires from old panel to new panel B. s w Connect existing fire alarm switch to MDP using appropriately sized breaker. Total Warehouse Lighting: The Contractor shall remove approximately 170 old fluorescent light fixtures and install approximately 210 warehouse LED fixtures and approximately 33 Troffer LED fixtures

1.4 Contractor will supply all labor and materials. Contractor shall commence work within (10) days after receiving Notice to Proceed (NTP) and shall complete work within (00) days unless otherwise stated per this Contract.

1.5 Applicable Documents:

1.5.1 SIAD Regulation 420-7 (Fire Prevention and Protection)

1.5.2 COE regulation 385-1-1 (Safety) and CESPK PAM 415-1-2 Construction Control Manual, Sampling & Testing Construction Materials.

1.5.3 All local, state and federal laws, codes and regulations.

1.5.4 NEC Electrical Code

1.5.5 IBC Building Codes

1.5.6 UFC 3-600-01 & 4-010-01 Codes

1.5.7 NFPA Fire Codes

1.6 Material Approval: All materials shall be approved by the Technical POC prior to installation.

1.7 Submittals:

1.7.1 Submittals required: (At the Pre-Commencement Meeting): Designs (IAW 52.236-21), drawings (IAW 52.236-21), special materials, material colors, material safety data sheets (MSDS) (IAW 52.223-3), certifications (IAW 52.236-7) and Safety plan (IAW CDRL B001).

1.7.2 Timeline Plan: Complete construction time line plan. The plan shall be updated weekly and a copy presented to the COR (IAW CDRL B002).

1.7.3 Operations and Maintenance Manual: One (1) hard copy and two (2) writeable disks of manufacturer Operation and Maintenance manuals describing capabilities, and maintenance of the proposed improvements (IAW CDRL B003), if applicable, to be submitted before final invoice.

1.8 Pre-Commencement Meeting: Prior to the commencement of work, a meeting will be held with the Contractor and the Government Representatives to discuss matters of mutual interest concerning the contract. General conditions, work schedules and phasing, security, safety, depot siren, operations during lightning/thunderstorm, character of work, operations & storage areas, housekeeping and clean-up, days of work, equipment, fire prevention, smoking areas, accidents, local rules and regulations, delays, quality assurance, inspections, digging permits, hazardous waste, debris disposal and other matters pertinent to work accomplishments will be discussed at this time. At this time the Contractor shall submit their Safety (IAW CDRL B001) and Quality assurance (IAW CDRL B004) plans, forecasted Gantt chart time line plan (IAW CDRL B005).

1.9 Drawings: Drawings may be available upon request. A copy of the as built drawing shall be on site and updated on a regular bases to be reviewed by the POC & COR. Upon the completion of the project a clean new set shall be turned over to SIAD for their retention.

1.10 Point of Contact (POC): The Technical Point of Contact (TPOC) for this action will be Mr. Douglas Vittitow 530-827-4758. The Administrative Contracting Officers Representative (COR) shall be determined, who is responsible for verifying that services have been rendered.

1.11 Work Coordination: All work shall be coordinated with the TPOC.

1.12 Work Commencement: Contractor shall commence within the first 10 days, after receiving their Notice to Proceed (NTP) and shall complete the work within 365 days unless otherwise stated per this Contract. This may change for the convenience of the government and after notification to the Contractor.

1.13 Smoking Areas: Smoking will be permitted only at locations designated by the TPOC.

1.14 Safety:

1.14.1 Regulations: All installation safety regulations shall be followed. Contractor shall submit a Safety Plan.

1.14.2 Signage: Appropriate signs designated by Fire, Safety & Security shall be provided by the Contractor and placed as indicated in work areas.

1.14.3 Work Area Closures: The work areas shall be closed off to unauthorized personnel.

1.14.4 Accidents: All accidents shall be reported to the Safety Office through the TPOC. This is to be accomplished within the same shift, preferably as soon after the accident as is practical. An Occupational Safety and Health Administration (OSHA) Form 101 shall be submitted within three (3) working days after the accident. In the event of serious injury or damage, work will stop and everything will be left in place exactly as it was at the time of the accident, excepting when the possibility of more damage or injury exists.

1.15 Housekeeping and Cleanup: The Contractor shall at the end of each work day leave all work areas in a neat, clean and workmanlike condition satisfactory to the TPOC. After completion of the entire job, the Contractor shall remove from the premises all tools, equipment, and materials.

1.16 Unscheduled Interruptions: Work operations are subject to unscheduled interruptions and contractor personnel may be required to immediately leave the designated work area or be denied access due to security operations. Mission requirements may necessitate suspension or cancellation of custodial operations for that period. All incomplete work shall be rescheduled for completion at a later time/date mutually agreed upon by the COR, TPOC, QA personnel and Contractor (See 1.20 Delays).

1.17 Working Area Verification: The Contractor shall be responsible for the coordination and proper relationship of this work to the building premises, and thoroughly familiarize himself with all details of the Scope of Work and working conditions, to verify all dimensions in the field, and advise the TPOC/COR of any discrepancies before performing any work.

1.18 Quality Assurance: While performing this work the Contractor shall be subject to on-site inspections by the TPOC, COR and QA personnel. The Contractor shall provide a manager to conduct and oversee daily QA and safety issues if any work is found to be in violation of a specification requirement, the COR will issue a stop work order until the violation is resolved. Standby time and expenses require resolving the violation shall be at the contractor expense.

1.18.1 There shall be announced and unannounced spot checks.

1.18.2 QA visual observations may be performed by the TPOC, COR & QA personnel.

1.18.3 Evaluation of customer’s complaints and/or comments shall be reviewed jointly by the TPOC and COR.

1.18.4 Communication with users (persons requesting the project) shall be done through the TPOC.

1.19 Debris:

1.19.1 Non-Hazardous Waste: All scrap, solid waste and non-hazardous materials shall be disposed off the Depot and in accordance with applicable laws and regulations at Contractor's expense, unless otherwise specified in the contract.

1.19.2 Hazardous Waste: Hazardous waste generated by Contractors on SIAD shall be disposed of in accordance with SIAD Policy. Contact the Environmental Office, 530-827-4235 or 4381, for proper disposal instructions. Government receptacles or containers shall not be used for disposal, unless previously arranged for by the TPOC. Contractor shall submit an abatement plan (IAW CDRL B006) where and when applicable to the TPOC.

1.20 Delays: The Government is not liable for any delay caused by the occupant, security inspections at any entrance gates or any security measures imposed by the Installation Commander and/or higher authority.

1.21 Damages: The Contractor shall be responsible for repairing damage caused by construction and or repair activities. Any damages incurred as a result of Contractor’s actions shall be repaired or replaced at no additional cost to the Government.

1.22 Materials and Equipment Stored on Depot: The Government shall not assume any responsibility for the security or protection of any materials or equipment stored on SIAD by the Contractor.

1.23 Asbestos Shingles/Tiles: The exterior shingles contain 9% Chrysotile Asbestos and some composite floor tiles may contain asbestos. These areas shall not be disturbed by anyone who is not an EPA Certified Asbestos Worker. Disturbance shall mean removal, drilling, saw cutting, breakage or otherwise disturb the matrix of the material so as to make it friable. If disturbance is required for the Contractor to accomplish his tasks, then the Contractor shall locate and mark the shingles or floor tile that need to be removed/drilled and notify the TPOC 2 weeks prior to when the task is needed to be accomplished. The Government shall remove as needed the indicated shingles or floor tile. The Contractor shall install new, Government provided, cement non-asbestos shingles after penetration work is complete and paint to match existing tiles, or the Contractor shall install new floor tile as per contract.

1.24 Environmental Notification: Contractor shall comply with the following Environmental Sections.

1.24.1- Compliance with Environmental Laws and Regulations:

Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, Army regulations (with supplements), as well as Major Subordinate Command (MSC) and Sierra Army Depot (SIAD) regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement, or Status-of-Forces Agreement. Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and provisions of Army Regulation 200-1, and any specifications within this contract to the Contracting Officer Representative (COR).

1.24.2 - Compliance with Green Procurement Requirements:

Contractor shall follow Federal EPA Comprehensive Procurement guidelines (www.epa.gov/cpg) and Army Contracting Command Quick Guide (https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for-Sustainable-Procurement.docx) for acquisition of building materials and products and select materials that have a long life cycle; the least toxic materials; recyclable materials; materials that are resource-efficient; materials with the maximum recycled content; materials harvested on a sustained yield basis; and products causing the least pollution during their manufacture, use, and reuse.

1.24.3 - Compliance with License and Certification Requirements:

Contractor shall obtain all license and certification required by Federal, State, and Local environmental laws and regulations necessary to adhere to the specifications of this contract. The Contractor shall submit all plans, notifications, reports, submittal documents, and fees required by Federal, State, and Local environmental laws and regulations to the appropriate Federal, State, and Local authority and/or agency as necessary to adhere to the specification of this contract. All required licenses and certifications required by Federal, State, and Local environmental laws and/or regulations shall be considered a contract deliverable (IAW 52.236-7) upon award.

1.24.4 - Notification of Federal and State Regulators:

Contractor shall immediately notify the Designated Government Representative (DGR) and COR of the arrival on site of any Federal, State, local and/or DoD environmental regulator or enforcement agent and/or the receipt of any correspondence from above mentioned environmental regulatory agencies.

1.24.5 - Inspections of Work Sites:

Contractor shall submit to potential Federal, State, Local, Army and installation work site environmental regulatory inspections and/or investigations into noncompliance, and fully cooperate with such inspections/investigations by providing the appropriate records and documentation. Environmental regulatory agencies are authorized by law to inspect any work site for environmental compliance with regulatory requirements. If an inspection is conducted, it will not stop or disrupt ongoing contract activities. The inspection will only require the work site environmental officer, or supervisor/manager to answer questions and/or escort the inspector to specific work site areas with the potential to affect environmental quality.

1.24.6 - Reporting Noncompliance:

Contractor shall immediately report any nonconformance and/or noncompliance with applicable Federal, State or Local environmental laws, Army and installation environmental regulations or policies to the COR and DGR.

1.24.7 - Verification of National Environmental Policy Act Documents:

Contractor shall obtain and comply with AMC's National Environmental Policy Act Policy and 32 CFR 651 which addresses actions to be taken by contractor (copies available from the COR or DGR). These documents include but is not limited to the analysis-associated decision document of an Environmental Impact Statement and Record of Decision; Environmental Assessment and Finding of No Significant Impact or Notice to Proceed; or Record of Environmental Consideration on the proposed contract actions prior to commencement of such actions.

1.24.8 - Conformance with Environmental Management System (EMS):

Contractor shall take the necessary actions to identify, monitor, and control those contract operations and activities that pose risk of contamination, or can negatively impact the natural and/or human environment. SIAD currently operates and maintains an International Organization of Standards (ISO) 14001 certified program, “Fence to Fence”. Contractor shall comply with all EMS program requirements.

1.24.9- Competency Training for Contractor Personnel:

Contractor shall not allow personnel to perform any activities and/or tasks on AMC installations (SIAD) without proper and adequate qualifications or job competency training. In the event of any identified noncompliance, the Contractor shall, if requested, provide proof of contract personnel training or qualification (individual name, training/qualification type, training/qualification certificate, and date of training/qualification) to perform those contract activities associated with the identified noncompliance.

1.24.10- Generation of Solid Waste:

Contractor shall dispose of all solid waste generated, which cannot be recycled, into the appropriately marked solid waste containers and roll-offs provided. Contractor shall comply with the SIAD Integrated Solid Waste Management Plan.

1.24.10.1 Contractor shall make every effort to divert construction, demolition debris, and all other solid waste to comply with the Army Integrated Solid Waste Management Policy.

1.24.10.2 The Contractor shall coordinate with the installation Qualified Recycling Program (QRP) and Solid Waste Managers, DGR, and COR to arrange for recyclable materials to be removed and diverted from the waste stream.

1.24.10.3 Submit in writing the quantities of waste removed (IAW CDRL B007) and recycled to the DGR and/or COR on a monthly basis. The submittal shall include the date of disposal/recycling, the disposal/recycling facility, the types of material disposed/recycled and the quantities of materials disposed/recycled by weight or volume.

1.24.10.4 The Contractor shall promote cost-effective waste reduction in all operations and facilities covered by the contract. This includes collection, separation, and processing products or other materials recovered from solid waste streams for use in the form of raw materials.

1.24.10.5 The Contractor shall make maximum effort to reduce and prevent waste.

1.24.11 - Corrective Action for Noncompliance:

Contractor shall, when given a verbal and/or written notice of environmental noncompliance or nonconformance by the COR, take immediate corrective action. Failure or refusal to comply promptly may be grounds for the Contracting Officer to invoke the appropriate contractual remedies. This may cause all or part of the work to be stopped immediately until satisfactory corrective action has been taken.

1.25 Dimensions: All dimension supplied to Contractor in any form shall be verified by the Contractor.

1.26 Contract Additions and Deletions: The Government reserves the right to add or delete items from the contract, subject to their change in use. Resulting contract price adjustments will be negotiated based upon costs in place at that time and are identical per contract performance period. The Authorized Contracting Officer (ACO) is the only person that can make any changes (scope, costs or time) to the contract. Any changes made will be affective only after both the Contractor and the Government sign the revised contract.

2.0 PART II - PRODUCTS:

2.1 Contractor Supplied Materials: The Contractor shall supply normal industry standard domestic approved materials.

2.2 Minimum Requirements: All items shall be per code (1.4), as per specifications and manufactures recommendations. All products shall be in conformance with the Buy in America Act, unless otherwise authorized by the TPOC or COR. Workmanship installation standards shall be that of a high quality commercial/industrial standard.

2.3 Government Supplied Materials: The Government shall supply any items described as “Gov. supplied” in the Scope of Work in a timely manner to coincide with Contractors time line.

3.0 PART III - EXECUTION:

3.1 Performance Notification: The Contractor or their manager shall provide the TPOC a Weekly Project Report (IAW CDRL B008) to verify the project status, time delays, percent of overall completion, task completion status, adjusted completion date and any other issues directly related to the project completion. The information will be compared to the submitted Contractors schedule. Upon completion a Gantt chart shall be provided showing the original performance time line verses the actual time line concurrently under one another.

3.2 Demolition: The Contractor shall identify and contact TPOC prior to any demolition necessary. TPOC will approve any demolition required.

3.3 Installation: The work will be done in a timely, workman like manner with a professional looking appearance and function.

3.4 Completion: The Contractor shall contact the TPOC to inspect installation of all components of this project.

3.5 Contractor Manpower Reporting: Contractor Manpower Reporting in accordance with Clause 52.237-4000. The CMR is a Government requirement for all service contracts that include labor. The Contractor is required to log into the CMR website after completion of the contract and record labor hours worked in support of the contract. Contractors shall complete the report by 31 October of the period of performance expiration.

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