Attachment_1_SOW_23_July_2015.doc

Attachment 1 to

FA4664-15-R-0014

Air Force Reserve Command

March Air Reserve Base Riverside, California

CONSTRUCTION

STATEMENT OF WORK

Replace Steel Column Anchors and Roll up Door BLDG 1244, March arb, ca

Base Project Number: PDPG 10-0133 23 July 2015

1.0 INTRODUCTION

The contractor shall provide all materials, equipment, labor and supervision necessary to replace steel column anchors and roll up door at building 1244 March Air Reserve Base California in accordance with the terms and conditions of the contract, contract statement of work, and specifications.

2.0 SCOPE

2.1 Asbestos and Lead Based Paint Survey: Contractor shall test for asbestos and lead based paint prior to any construction work for areas that are impacted in the construction operation. Five suspected where asbestos may be located are the concrete flooring, grey concrete floor coating, exterior paints (brown and yellow), silver paint on interior roll-up door cove, and interior grey batt insulation on walls and ceilings. Eighteen areas where lead base paint are suspected are the Brown paint on exterior of roll-up door, Yellow paint on exterior roll-up door frame, Black and yellow paint on exterior roll-up door jamb, Yellow paint on exterior corrugated sheet metal cladding, Yellow paint on exterior electrical conduit, Yellow paint on roll-up door header, White paint on interior of roll-up door; Grey paint on interior roll-up door frame, Black and yellow paint on interior roll-up door frame; White paint on interior roll-up door jamb, Silver paint on interior roll-up door cove, Red paint on interior roll-up door cove, Grey paint on interior structural steel, White paint on interior steel columns, White paint on interior CMU block walls, Grey paint on interior electrical conduits, White paint on interior electrical conduits, and Grey concrete floor coating. Test lead based paint in accordance with specification 02 82 33.13 20 and test asbestos in accordance with 02 82 16.00 20 and IAW state and federal regulations and laws. Contractor shall provide survey results to the contracting officer.

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

2.2.1 Structural Columns

2.2.1.1 Remove existing shim plate under front 4 columns at the nose dock area.

2.2.1.2 Cut existing column web to access far side anchor bolt.

2.2.1.3 Cut existing anchor bold flush with top of concrete pedestal and remove.

2.2.2 Roll Up Door

2.2.2.1 Remove existing roll-up door at exterior wall of the nose dock area.

2.3 New Construction: Construction includes the following major components:

2.3.1 Roll Up Door

2.3.1.1 Install new roll up door based on Cornell Iron Works Model ESD10, roll up door will be provided with both manual and motorized controls. The motor will be explosion proof.

2.3.1.2 Install new wide flange (flat) steel beam to supplement the existing (flat) C 8 x header beam, per design drawings.

2.3.1.3 Install new door motor.

2.3.2 Structural Columns

2.3.2.1 Install new ¾” diameter threaded rods with hex nuts in epoxy grout per design drawings.

2.3.2.2 Install new shim plate as required for full bearing.

2.3.2.3 Weld new 3/8” plate over opening in column web.

2.3.3 Electrical

2.3.3.1 Install new electrical connection to support the new motor and controller at the existing replacement overhead door in the aircraft bay.

2.3.3.2 The electrical connection shall originate from a new amp, 3 pole circuit breaker to be installed in the existing 200 amp, 280Y/120V, 3 phase, 4 wire Panel board “A”, located in the existing utility room.

2.3.3.3 The door motor and controller are to be located in a class 1, division 1 location.

2.3.3.4 A NEMA 7, 30 amp, 3 pole Class 1, division 1 disconnect switch shall be installed on the wall adjacent to the location of the proposed overhead door motor and controller.

2.3.3.5 Rigid galvanized steel conduit shall be installed from Panel board “A” to the disconnect switch and from the disconnect switch to the controller. 3#12, 1#12 GND conductors shall be installed in each of the conduits. Seal-off fittings shall be installed at the conduit exiting the space from the disconnect switch and between the disconnect switch and the controller. The opening created in the wall between the aircraft bay and the utility room shall be properly sealed following the conduit installation.

2.3.3.6 A rigid conduit shall be installed between the door controller and a new pushbutton station (supplied with the overhead door) mounted on the wall below the controller.

2.2.1.1 Control conductors shall be installed within the control conduit. A seal-off fitting shall also be installed at the control conduit.

3.0 GENERAL

3.1 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.

3.2 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.

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

3.4 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.

3.5 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.

3.6 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 approximately 10 days after contract award.

3.7 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 within 5 business days of meeting date.

3.8 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.

3.9 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.

3.10 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. 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 180 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 180 calendar days after receipt of an NTP.