Atch_2_-_SOW.doc

Attachment 2 to

FA4664-15-R-0013

Attachment 2 to

FA4664-15-R-0013

Air Force Reserve Command

March Air Reserve Base Riverside, California

CONSTRUCTION

STATEMENT OF WORK

REPAIR ANTI TERRORISM FORCE PROTECTION

at Bldg. 470 Wing Headquarters, March arb, ca

Base Project Number: PDPG 130116 01 May 2015

1.0 INTRODUCTION

The contractor shall provide all materials, equipment, labor and supervision necessary to complete the work at the Wing Headquarters building 470 at March Air Reserve Base California in accordance with applicable federal, state, and local regulations, and in accordance with the terms and conditions of the contract, contract statement of work, Facilities Excellence Plan, Design Drawings, Specifications , Design Analysis (Materials Data sheets are listed for analysis of design, and are for reference only.)

2.0 SCOPE

2.1 Asbestos and Lead Based Paint Survey: No asbestos or lead based paint is anticipated for this project. If the Contractor discovers, or suspects asbestos or lead based paint to be present, he shall notify the Contracting Officer as soon as possible. Contractor shall not test for asbestos and lead based paint, unless directed to do so by the Contracting officer. If directed, by the Contracting Officer, Contractor shall provide survey results to the contracting officer. Survey results indicating hazardous materials will be treated in accordance with Applicable environmental requirements.

2.2 Demolition: Demolition shall include but not be limited to the following work:

2.2.1 Site Plan Graeber Street (North Side)

2.2.1.1 Demolish the existing concrete paving.

2.2.1.2 Demolish the existing asphalt paving at trench infills and miscellaneous areas.

2.2.1.3 Demolish the existing curbs.

2.2.1.4 Demolish the existing concrete stairs on the west side of the building.

2.2.1.5 Demolish the existing pavers at the flagpole area.

2.2.1.6 Demolish the existing paint striping at adjacent driveway.

2.2.1.7 Remove all handrails at north and west side of building.

2.2.1.8 Demolish the existing trees and landscaping as noted on drawings.

2.2.1.9 Remove existing building signage.

2.2.1.10 Demolish existing irrigation lines, controllers, etc. per the construction drawings.

2.2.1.11 Site fencing around entire project is required, with isolated access path to CP at all times. (Building will be occupied.)

2.2.2 Site Plan Flight line (South Side)

2.2.2.1 Demolish the existing concrete paving at the bottom of stair landings.

2.2.2.2 Demolish the existing rock swales.

2.2.2.3 Demolish existing tree.

2.2.2.4 Demolish existing irrigation lines, controllers, etc. per the construction drawings.

2.2.3 Interior (Tower)

2.2.3.1 Remove Tinting, or if damaged, replace existing Plexiglas windows. Windows cannot be tinted.

2.3 New Construction: Construction of ATFP, Storm Water, and Landscaping measures of the Wing Headquarters includes the following major components:

2.3.1 Site Landscaping Measures

2.3.1.1 Install Site Concrete paving and contraction/construction joints.

2.3.1.2 Install new Grass areas/landscape with all associated irrigation .

2.3.1.3 Install River rock at swales.

2.3.1.4 Install new decorative stone bed adjacent building and as indicated on drawings.

2.3.1.5 Install new concrete mow strips.

2.3.1.6 Install new 6” concrete curbs.

2.3.1.7 Install new concrete sidewalks.

2.3.1.8 Install new AC patch adjacent existing street pavement.

2.3.1.9 Install new concrete HC building ramp and accessible Curb cut ramps with detectable warnings.

2.3.1.10 Install new painted pavement stripping, Painted curbs, wheel stops, directional arrows, HC striping and signage.

2.3.1.11 Construct new concrete areaways at basement windows.

2.3.1.12 Remove and Reset elevation of all utility covers on site to new grades.

2.3.1.13 Install new handrails/guardrails (Match existing) at north and west side of building.

2.3.1.14 Install new building numbers on exterior wall.

2.3.1.15 Paint/patch where required for installation of building numbers, storm water measures, or other damaged areas during the course of construction. (Match existing Antique Linen see FEP)

2.3.2 Site ATFP Measures

2.3.2.1 Install approximately 41 removable bollards with locks at entrances/exits to parking areas. Mount storage stands in basement storage room.

2.3.2.2 Install 8” concrete curb at a minimum 18’-0” from building. See drawings.

2.3.3 Site Storm Water Measures

2.3.3.1 Install Rock Swales, filter fabric, concrete drain inlets for storm water drainage.

2.3.3.2 Contractor to prepare and implement a SWPPP. Contractor is responsible for obtaining the permit. Submit and coordinate with the Base CEV (Environmental Section.)

2.3.3.3 Excavate and install French drain, consisting of drain rock, protection board, filter fabric, and perforated pipe at the building perimeter, terminating at the lift station, per the construction drawings.

2.3.3.4 Install a second pipe (unperforated) within the same trench, attaching to the downspouts of the building roof, and terminating at the Lift station.

2.3.3.5 Install lift station and pump, control panel with electrical connections. Terminate piping from lift station to storm drain inlet.

3.0 GENERAL

3.1 The Contractor shall provide site investigation and analyze all conditions affecting the work, the contractor shall take all steps reasonably necessary to ascertain the nature of the work.

3.2 The Contractor shall review all Contract Drawings and Specifications, the contractor shall field verify the information provided in the contract drawings. Any subsequent As-built drawings, requested by the contractor, or provided to the contractor are “For Reference Only.”

3.4 Contactor shall prepare a recycling report for all construction debris and for all recycled debris removed off March ARB during the course of this project. Report must include name and address of the receiving facility, tonnage and type of material disposed and recycled, if applicable. Report shall be provided to the contracting officer monthly and total quantities at the final inspection.

3.5 The Contractor shall conform to all base regulations and directives pertaining to security, safety, fire, traffic, and personnel clearance, insofar as they pertain to the Contractors activities on March ARB, California. The Contractor shall ensure conformance by all employees and subcontractors.

3.6 Contractor shall not order any equipment or materials and shall not begin any phase of construction until Government provides a Notice to Proceed (NTP).

3.7 The Contractor shall provide Superintendence, and the contractor shall have an authorized representative with decision making authority at the site at all times when there are workers on site or when deliveries are to be received. The representative shall be designated as such and approved by the Government contracting officer.

3.8 Pre-Final Inspection: The contractor shall request a pre-final inspection with the government inspector. The pre-final shall be requested with sufficient performance days remaining on contract to allow for punch-list item corrections and a final inspection completion within the contract performance period.

3.9 Final Inspection: The contractor shall request a final inspection, in writing, with the contracting officer upon correction of pre-final punch-list items. Final inspection shall be requested within the contract performance period.

3.10 After contract award, the contractor shall attend a preconstruction meeting at the 452nd Operational Contracting Office. The meeting will be scheduled by the contracting officer.

3.11 The Contractor shall prepare meeting minutes for all meetings attended on March ARB. Minutes are to include the names and email of all individuals in attendance. Copy of the minutes shall be provided to the contracting officer.

3.12 The Contractor shall prepare a pass information sheet identifying all employees, including subcontractor employees, who will be working on March ARB. The pass information sheet shall be submitted to the contracting officer at the preconstruction meeting. Upon completion of the contract or expiration of the passes, the contractor shall ensure that all passes issued to employees and subcontractor employees are returned to security. Failure to comply with this requirement may result in withholding of final payment.

3.13 The Contractor shall obtain permits for work associated with hot work, welding, cutting, and brazing from the March Air Reserve Base Fire Department prior to any such work. Allow 7 days for processing of permits.

3.14 Digging below natural grade is prohibited without a current digging permit with the last signature by the MARB Chief of Engineering. The Contractor shall field mark areas where digging will take place and provide a scale drawing of the marked areas to March Air Reserve Base Civil Engineer. A minimum of fifteen (15) working days is required to process digging permits. When the digging permit is issued, existing underground utilities and structures within the marked areas will have been marked. The Contractor is responsible to record and/or preserve these markings.

4. CONSTRUCTION SUBMITTALS

4.1 The contractor shall submit to the contracting officer all material submittals as identified in the contract schedule of material submittals and as required by applicable specifications. All submittals shall be submitted in the quantities identified on the contract schedule of materials and shall include an AF Form 3000 Material Approval Submittal. Upon approval/disapproval of the submittal a copy of the signed AF Form 3000 will be provided to the contractor.

4.2 Contract Progress Schedule (AF Form 3064): Within 10 days after contract award or at the pre-construction conference, whichever is later, the Contractor shall submit a signed AF Form 3064, Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance for approval by the contracting officer. Once approved the contract progress schedule may only be changed by the contracting officer.

4.3 Contract Progress Report (AF Form 3065): At least monthly, the Contractor shall submit AF Form 3065, Contract Progress Report, signed by the Contractor’s on-site representative. The work elements and percentages for each element stated on the AF 3065 shall be identical to the work elements and percentages on the AF 3064.

5. CONTRACT ADMINISTRATION: The contracting officer will be the only individual authorized to amend or modify the terms of this contract.

6. PERFORMANCE: The performance period for this contract is 120 calendar days. The Contractor shall begin work as described in the scope of work within 10 days of receiving a Notice-To-Proceed (NTP). All work, including any punch list items, must be completed no later than 120 calendar days after receipt of an NTP.