Atch_1_-_Statement_of_Work_-_Dated_15_July_15.pdf

Air Force Reserve Command March Air Reserve Base

Riverside, California

CONSTRUCTION

STATEMENT OF WORK

INSTALL SPILL CONTROL GATE MEYER DRIVE CHANNEL

MARCH ARB, CA

Base Project Number: PDPG 12-0141

15 July 2015

FA4664-15-R-0017

Attachment 1

1.0 INTRODUCTION

The contractor shall provide all materials, equipment, labor and supervision necessary for the installation of a spill control gate in the historic district on the Meyer Drive channel at March Air Reserve Base California in accordance with the terms and conditions of the contract and the contract statement of work, drawings and specifications.

2.0 SCOPE

2.1 Asbestos Containing Materials (ACM) and Lead Based Paint (LBP): ACM and LBP removal is not included in this SOW.

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

2.2.1 Existing Channel

2.2.1.1 Saw cut and remove section of channel only where required.

Existing pedestrian bridge and drain pipes shall be protected in place.

2.2.1.2 Flow measuring device with mounting assembly (top of channel) and sample collection tube (bottom of channel) shall be temporarily relocated and remain operational during construction.

2.2.1.3 Electrical conduit and wiring shall be removed to the pedestrian bridge, stored and protected during construction and reinstalled after new construction is complete.

2.2.1.4 Demolish existing concrete curb only where required.

2.2.1.5 Historic features shall be maintained and/or restored in the course of the construction work.

2.3 New Construction: Construction shall include but not be limited to the following work:

2.3.1 Spill Control Gate

2.3.1.1 Install a spill control gate in the Meyer Drive channel. Since it is in the Historic District of MARB, historic features shall be maintained and/or restored where possible.

2.3.1.2 Provide Erosion and Sediment Control Best Management

Practices.

2.3.1.3 Route runoff from all impervious surfaces to the existing channel.

2.3.1.4 New electrical power will not be required for this project.

Operation of the spill control gates will be manual.

2.3.1.5 Existing pedestrian bridge and drain pipes will be protected in place. Relocate electrical items during construction to avoid damage.

2.3.1.6 Construct new channel concrete where required to provide a proper gate assembly. The gate type to be furnished is Stop Logs, sized for a clear opening of 7 feet.

2.3.1.7 Construct a new concrete bridge with handrails over the new gate assembly. The bridge shall be painted similar to the pedestrian bridge; the railing shall be metal; the bridge shall have a grated metal cover over the gate frame that can be removed during spill gate installation.

2.3.1.8 Construct new concrete sidewalk section sloped at 1.8% max.

2.3.1.9 Intercept existing conduit and rout up above channel. Terminate in pull box as required to extend conduit. All boxes and elbows within the channel shall be water tight. Route new underground conduit direct bury in dirt 18” below grade. Transition conduit back into channel and reconnect flow measuring and sampling equipment per manufacturer’s requirement. Submit route plan to MARB CECE for approval. Equipment shall be recalibrated and made operational per manufacturer’s requirements.

2.3.2 Exterior Painting

2.3.2.1 Clean, water blast, scrape, patch, sand, and prepare all exterior surfaces to restore smooth and fine surfaces for painting.

2.3.2.2 Apply one coat primer and two coats finish paint to current unfinished surfaces to match existing pedestrian bridge color.

2.3.2.3 Apply latex paint on all exterior surfaces (concrete, stucco, metal and wood). Color shall match the existing pedestrian bridge color.

3.0 GENERAL

3.1 In accordance with FAR 52.236-3 Site Investigation and Conditions Affecting the Work, the contractor shall take all steps reasonably necessary to ascertain the nature of the work.

3.2 In accordance with DFARS 252.236-7001 Contract Drawings and Specification, the contractor shall field verify the information provided in the drawings. All drawings provided to the contractor are “For Reference Only.”

3.3 N/A

3.4 Contactor shall prepare a recycling report for all construction debris and for all recycled debris removed off of 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 452MSG/CEV 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 In accordance with FAR 52.236-6 Superintendence by the Contractor 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.

3.15 The contractor shall submit a road closure/traffic safety plan and give 2 week notice before any road closure or traffic rerouting at the construction area.

3.16 The contractor shall provide a plan to control water flow in the channel during construction including shutdown of operations during precipitation.

4. DELIVERABLES

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 270 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 270 calendar days after receipt of an NTP.