Building_2_Lot_SOW_Change_2.pdf
PDF 64 KB Posted
- Attached to
- MULTIPLE PAVING PROJECTS Federal contract opportunity
- Solicitation number
- W912PQ14B0009
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract.pdf | ||
| Bid_Opening_Attendance_-_Meeting_Minutes.pdf | ||
| RFI.pdf | ||
| PreBid_Conference.pdf | ||
| Site_visit_attendance.pdf | ||
| PCF_-_SOW.pdf |
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Text version
Scope of Work Multiple Paving Projects
Project Number VBDZ142013
PROJECT DESCRIPTION
The Contractor shall provide all construction services to re-pave the building 2 parking lot, Fuels road, Building 42 holding area, and Building 20 area attaching parking lot to Range Road.
Building 2 Parking Lot:
Scope of work will include milling the top coat, repairing cracks in the binder layer and re-paving the top coat with 2 inches of pavement. A raised sidewalk will be placed where hatched area currently exists. This sidewalk will have handicap ramps on both sides as well as granite curbing. The sidewalk at the corner of building 1 will be removed and re-graded to insert a ramp. All sidewalks will be placed according to the attached details. There will be approx.
1,200 SF of sidewalk removed on the building 1 side of the parking lot. Pavement will meet AASHTO specifications and will consist of Type 6 NYSDOT Top Course Table 401-1; tack coat will meet NYSDOT 702-90. The pavement area is approximately 21,000 sf. The parking lot will be re-striped per the attached drawing. The Contractor will allow 109th CES to inspect the condition of the binder coat prior to re-surfacing with new pavement. All connections to existing pavement will have crack-seal applied at the conclusion of the project.
All curbs and sidewalks (except sidewalks noted for demolition) will remain and be protected during construction.
The south entrance to the parking lot will be a “One Way” entrance and will need striping and a sign to signify this.
The sidewalk between entrances will be 8’ wide with a 1’ planting strip. Both entrances will be equipped with removable bollards per the attached drawing and detail. Granite curbing is exposed around entire island including area along parking lot. Mill and repave will end near where sidewalk reconstruction ends towards flight line.
There is also a minor repair to the access road from the parking lot to the flight line. There is an 8’x8’ patch that needs to be saw cut, removed, and repaved to repair the existing pothole.
The entrance to building 1 will also be removed up to the step and the concrete will be adjusted to alleviate the issue of standing water in the entrance. During this the walls will be protected from damage. All affected areas around the site will be restored to their original conditions.
Fuels:
Scope will include cuts/fills to bring area to desired subgrade, 12” compacted subbase, asphalt binder (4”) and top course (2”). Paving area is approx. 4,500 SF. Saw cut areas where pavement connects to existing.
Building 42:
Scope will include cuts/fills to bring area to desired subgrade, 12” compacted subbase, asphalt binder (4”) and top course (2”). Paving area is approx. 5,400 SF. Saw cut areas where pavement connects to existing. Contractor should not that this is in a smaller area and will require saw cutting and approx. 25% hand work.
Building 20:
Scope will include cuts/fills to bring area to desired subgrade, 12” compacted subbase, asphalt binder (4”) and top course (2”). Paving area is approx. 3,500 SF. Saw cut areas where pavement connects to existing.
CONTRACTOR REQUIREMENTS
1. The Contractor will submit all warrantee information against defects in material and workmanship upon completion of installation.
2. The Contractor will notify DigSafe and have a signed form from CES prior to any excavation.
3. The Contractor is responsible for accuracy of all measurements and the implementation of appropriate building codes. The Contractor must get approval from Civil Engineering Production Control (344- 2441) and/or Engineering (344-2568) before starting work and before any utility shutdowns.
4. The Contractor is responsible for site cleanliness.
5. The Contractor will sign an AF 1354 to signify the acceptance of the project by ANG and authorize the capitalization of the asset.
6. The Contractor shall provide product submittals for materials prior to beginning work. The 109th Civil
Engineering Squadron will review product submittals and return them to the Contractor. Only materials approved by the 109th Civil Engineering Squadron will be used for this project.
PROPOSED PROJECT SCHEDULE
The project will begin 14 days following the Notice to Proceed. The project shall be completed within 30 days following the notice to proceed.
12” Aggregate base course
8”
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