SAMPLE_PROJECT_-_Statement_of_Work.pdf
PDF 52 KB Posted
- Attached to
- Airfield Pavements IDIQ Federal contract opportunity
- Solicitation number
- FA4830-12-R-0005
About this file
Attachment 10 - SAMPLE PROJECT - Statement of Work
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions_Answers_Continued.pdf | ||
| Questions_and_Answers.pdf | ||
| FA4830-12-R-0005_Airfield_Pavements_IDIQ_POC_Change.doc | DOC document | |
| FA4830-12-R-0005_Site_Visit_Attendance_Record.pdf | ||
| Site_Visit_Conference_Reservation_Form_Amended.pdf | ||
| FA4830-12-R-0005_Airfield_Pavements_IDIQ_Solicitation_-_Amendment_One.pdf | ||
| Question_Form_Amended.pdf | ||
| Waste_Management_Report.xls | XLS spreadsheet | |
| SAMPLE_PROJECT_-_Demolition_Area_Taxiway_E.pdf | ||
| FA4830-12-R-0005_Airfield_Pavements_IDIQ_Solicitation.pdf | ||
| Wage_Decision_GA_-_Lowndes.pdf | ||
| Disclosure_of_Lobbying_Activities.pdf | ||
| SAMPLE_PROJECT_-_Site_Plan_Taxiway_E.pdf | ||
| Specifications.pdf | ||
| Price_Schedule.xls | XLS spreadsheet | |
| Site_Visit_Conference_Reservation_Form.pdf | ||
| Contractor_Information.pdf | ||
| Wage_Decision_FL_-_Polk.pdf | ||
| Wage_Decision_FL_-_Highlands.pdf | ||
| Question_Form.pdf | ||
| AF_Form_66.pdf |
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Text version
STATEMENT OF WORK
QSEU 10-0399
REPAIR TAXIWAY E
28 February 2012
1. The Contractor shall reconstruct pavements as delineated on project drawings and in accordance with the contract specifications and documents. This work shall include concrete and asphalt pavement demolition, disposal of demolition materials, base and sub-grade material excavation, sub-grade preparation, base course and concrete pavement system including dowels, joints and joint seal, pavement markings as required, surveying and other work as required. The typical section for the new construction shall be 6" graded aggregate base and 14" concrete pavement. The typical concrete slab size shall be 12.5' x 12.5'. Dowel bars (1 ¼” x 20” @ 15” spacing) shall be placed in all longitudinal construction joints, in transverse construction joints, and in existing adjoining concrete pavement where existing pavement is 12” or more in thickness. All demolished materials and excess soil materials shall be disposed of off base.
2. The contractor shall obtain the Lowndes County Land Disturbing Permit and the National Pollutant Discharge Elimination System (NPDES) Permit. The contractor shall ensure compliance with the Lowndes County Soil Erosion and Sedimentation Control Ordinance and with the NPDES Phase II Storm water Regulations.
Attachment 10 FA4830-12-R-0005
STATEMENT OF WORK
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