Atch_06 _Tech_Eval_Sample_Proj _SOW.docx

Solicitation FA4417-16-R-0003, Attachment 06

1.01 WORK INCLUDED

1. The contractor shall furnish all labor, materials, tools, supervision and equipment and perform all operations necessary to accomplish all work complete in place, as shown on the contract drawings, specified herein, or as needed to repair an existing asphalt area. The project is located on Hurlburt Field, FL.

1.02 RELATED CONTRACT DOCUMENT

1. Civil Works IDIQ Specifications.

2. UFC 3-260-01 Specifications.

3. Site Plan

1.03 WORK DESCRIPTION

1. The work to be performed includes, but is not necessarily limited to, the following principal features:

A. Install erosion control devices.

B. Demolish & remove approximately 11,000 SF x 2’ deep of a combination of asphalt, concrete, gravel, plus in-situ soil and replace with 6” thick 650 Flex Concrete atop 6” thick compacted graded aggregate base atop a compacted 12” thick subgrade having a minimum CBR of 32.

C. Install 64 LF- 24” RCP to tie into existing FDOT Type “E” Inlet as shown on the site plan.

D. Install 1 heavy duty curb inlet as shown on the site plan.

E. Concrete slabs to be 12.5’ x 15.0’ with 1” Dia. X 15” long dowels spaced @ 15” O.C. as shown on the site plan.

F. Install approximately 220 LF of 6” AWWA C900 Class 160 SDR 26 as shown on the site plan.

G. Install 1 fire Hydrant as shown on the site plan.

H. Install 4 ground rods each ¾” Dia. X 10’ long counterposed together with 4 clamp grounding points as shown on the site plan.

I. All disturbed areas due to construction are to be stabilized with sod.

1.04 SUBMITTALS

1. The Specifications are the governing document in determining the required submittal items.

1.05 CONTRACTOR USE OF SITE AND PREMISES

1. The construction site shall be kept neat and orderly at all times. The contractor shall remove debris from the site on a daily basis.

1.06 DISPOSAL

1. All demolition materials and debris shall be loaded onto trucks immediately for removal from site as required. It shall be the responsibility of the contractor to provide the trucks and for the selection of the dumpsite. Provide Contracting Officer with name of approved dumpsite, if requested.

1.07 STORAGE AREA

1. Storage area or areas will be coordinated at the Pre-Construction conference.

2. The Contractor is solely responsible for the security of materials located within the storage area.

1.08 SAFETY

1. The pertinent sections of the following publications are applicable to all work on this project.

A. U.S. Army Corps of Engineers: EM 38511, Safety and Health Requirements Manual.

B. Air Force Instruction (AFI) 91-301.

2. The Contractor shall safety barricade as necessary all excavations and hazards.

1.09 HAUL ROUTE

1. The Contractor shall utilize the most direct route to the delivery point.

1.010 PERMITS

1. AF Form 103, Civil Engineering Work Clearance Request

2. ERP 62-346, Environmental Resource Permit if project does not meet exemption criteria.

3. NPDES 62-621 Storm Water Pollution Prevention if project disturbs 1 acre or more of land.

1.011 PHASING AND TRAFFIC CONTROL

1. The Contractor shall work continuously and sequentially on this project.

2. The Contractor will submit a proposed project schedule for approval within 5 calendar days of the Notice to Proceed.

PART 2 PRODUCTS

2.01 ACCEPTABLE MATERIALS

1. Contractor shall refer to the IDIQ specifications for guidance in selecting appropriate materials to accomplish the work.

2.02 ALTERNATIVE MATERIALS

1. If Contractor suggests the use of a specific material not listed in the specifications, which the Government might consider to lessen the cost or increase the utility or appearance of the facility, the contractor may submit that material listed as a substitution for the Government to evaluate.

PART 3 EXECUTION

3.01 INSPECTION

1. The contractor shall make a representative available to the Government on site to answer questions, which may arise.

2. The Government representatives will be allowed free access to the site in its entirety.

3.02 HOURS OF WORK

1. The normal hours of a workday shall be between 8:00 A.M. and 4:00 P.M., Monday through Friday, except holidays. The contractor may elect, at his option, to work hours other than normal duty hours if approved by the Contracting Officer. All work time, other than normal working days, shall be requested in writing, 3 days in advance.

3.03 PHOTOGRAPHS

1. Photographs are not required to be submitted but are highly recommended.

3.04 QUALITY CONTROL

1. The contractor shall establish and maintain quality control to assure compliance with Contract Documents, and provide records of his quality control for materials, equipment and construction operations.

2. The Contractor is solely responsible for quality control on this project. A quality control representative will be appointed by the Contractor and will be on-site daily to assure the work accomplished meets the specifications.

3.05 AS-BUILT DRAWINGS

1. Prior to final inspection the contractor shall:

A. Submit original record drawings to Contracting Officer. Contractor is advised to have a reproduced copy of the original record drawings made for their records.

B. Obtain Disc copies of the contract drawings in AUTOCAD 2010 format. Correct drawing files (sheets) to reflect all as-built conditions based on the changes made as per item C. above. Add the words “AS BUILT” to the revision block of each sheet title block, the date the drawings were changed and the initials of the person making the change.

C. Submit one set of full-size prints of the corrected contract drawing files to allow Base Civil engineer to verify accuracy of the corrected drawings against the record documents.

D. Upon review and approval of the corrected contract drawing files, provide disc copies to the government for their records.

END OF DELIVERY ORDER