Attch 6a SOW-Technical Evaluation Project.pdf
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- Attached to
- Civil Works IDIQ Federal contract opportunity
- Solicitation number
- FA4417-11-R-0019
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Solicitation FA4417-11-R-0019 Civil Works IDIQ Attachment 6a Technical Evaluation SOW
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA4417-11-R-0019 Amendment 0003.pdf | ||
| Civil Works Responses to Questions.pdf | ||
| FA4417-11-R-0019 Amendment 0002.pdf | ||
| Site Vist MFR and List of Attendees.pdf | ||
| FA4417-11-R-0019-0001.pdf | ||
| Attch 2 Civil Works Specs.pdf | ||
| Attch 3 Schedule of Wage Rates.pdf | ||
| Attch 1 Working Bid Schedule.xlsx | XLSX spreadsheet | |
| Solicitation FA4417-11-R-0019 Civil Works IDIQ.pdf | ||
| Attch_5 _Financial_Institution_Ref_Sheet.docx | DOCX document | |
| Attch 4 Past Performance Questionnaire.docx | DOCX document | |
| Attch 6b Drawing Technical Evaluation Project | — |
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Text version
FTEV 11-0000 HURLBURT FIELD CIVIL IDIQ 08 Feb 2011 Construct Water Main/ STATEMENT OF WORK Repair Hurlburt Parking lot (TECHNICAL EVALUATION PROJECT) FA4417-11-R-0019 Attachment 6a
PART 1 GENERAL
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 construct a new 6” water main and repair the parking lot as shown.
The work shall be fully complete in accordance with the Contract Documents. The project is located on Hurlburt Field, FL.
1.02 RELATED CONTRACT DOCUMENT
1. Civil Works IDIQ Specifications.
1.03 WORK DESCRIPTION
1. The work to be performed includes, but is not necessarily limited to, the following principal features:
A. Demolish existing parking lot pavement (3 in. thick) and graded aggregate base course (6 in. thick).
Existing parking lot is 64 ft. wide and 225 ft. long. (See attached drawing)
B. Construct new parking lot pavement system, which shall consist of 6 in. well graded aggregate base course and 3 in. asphalt pavement.
C. Construct new concrete ribbon curb around the perimeter of the parking lot.
D. Construct a new 6 in. PVC water main. The new water main is 465 ft. long and 4 ft. below grade.
Dewatering is not required.
E. The new water main contains one 6 in. gate valve and one fire hydrant.
F. Reconnect new water main into existing 6 in. water main as shown on the contract drawings.
G. Sod the first 10 ft. adjacent to the parking lot.
H. Plant four trees adjacent to the parking lot.
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 385-1-1, 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.
FTEV 11-0000 HURLBURT FIELD CIVIL IDIQ 08 Feb 2011 Construct Water Main/ STATEMENT OF WORK Repair Hurlburt Parking lot (TECHNICAL EVALUATION PROJECT) FA4417-11-R-0019 Attachment 6a
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, or earlier format. Correct drawing files (sheets) to reflect all as-built conditions based on the changes made as per item C. below. 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
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