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FA4819-09-R-0038 Attachment 8 Bid Sheet ALL CLINS
Description
| Unit |
| Qty |
| Unit Price |
| Total |
| Paint Removal Water Blasting |
| AB |
| SF |
| 125,000 |
| Paint Removal Sand Blasting |
| AC |
| SF |
| 500 |
| Painting, Reflective |
| AD |
| SF |
| 75,000 |
| Painting, Non-Reflective |
| AE |
| SF |
| 108,000 |
| Chemical Rubber Removal |
| AF |
| SF |
| 50,000 |
| Rubber Removal High Pressure Water |
| AG |
| SF |
| 300,000 |
| Sawcut and Seal Existing Joints |
| AH |
| LF |
| 500 |
| Saw Cutting Concrete (0-500 inch-feet) |
| AI |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (5011000inch-feet) |
| AJ |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (1001+ inch-feet) |
| AK |
| IN-FT |
| 125,000 |
| Rout and Seal Random Cracks |
| AL |
| LF |
| 50,000 |
| Construct Asphalt Pavement, 2" (Including Prime Coat) |
| AM |
| SY |
| 5,000 |
| Saw Cut Asphalt |
| AN |
| LF-In |
| 500 |
| Remove Asphalt to Base |
| AO |
| SY-IN |
| 500 |
| Asphalt Slurry Seal |
| AP |
| SY |
| 50,000 |
| Cold Mill Asphalt |
| AQ |
| SY-IN |
| 500 |
| Spalled Joint Repair, Partial Depth |
| AR |
| SF |
| 10,000 |
| Spalled Joint Repair, Full Depth |
| AS |
| SF-IN |
| 10,000 |
| Corner Break Repair, Full Depth |
| AT |
| SF-IN |
| 2,000 |
| Random Slab Replacement |
| AU |
| CY |
| 2,000 |
| Remove Concrete to Base (Not Related to Other Line Items) |
| AV |
| CY |
| 500 |
| Clearing and Grubbing |
| AW |
| SY |
| 20 |
| Fill (Including Compaction) |
| AX |
| CY |
| 500 |
| Subgrade Preparation (Including Grading and Compaction) |
| AY |
| SY |
| 50,000 |
| Excavation (Base/Subgrade) |
| AZ |
| CY |
| 10,000 |
| Disposal of Demolition Materials |
| BA |
| CY |
| 1,000 |
| Base Course, Limerock |
| BB |
| CY |
| 10,000 |
| Construct Concrete Pavement<3000 cm |
| BC |
| CY |
| 2,000 |
| Construct Concrete Pavement>3000 cm |
| BD |
| CY |
| 4,000 |
| Preformed Elastomeric Joints |
| BE |
| LF |
| 25,000 |
| Construct Utility Duct |
| BF |
| LF |
| 75 |
| Place Crushed PCC Material for Base Course |
| BK |
| Ton |
| 10,000 |
| PE Pipe Dia Between 4"-24" |
| BL |
| Lbs |
| 225 |
| PE Pipe Dia Between 30” – 60” |
| BM |
| Lbs |
| 500 |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA |
| BN |
| EA |
| 25 |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA |
| BO |
| EA |
| 25 |
| Provide 2” PG 70-22 Asphalt mix |
| BP |
| SY |
| 5,000 |
| Crack Sealing |
| BQ |
| LF |
| 2,500 |
| Aircraft Tiedown (Installed in existing concrete area) |
| BR |
| EA |
| 25 |
| Aircraft Tiedown (Installed in new concrete area) |
| BS |
| EA |
| 100 |
| UHMW Poly-Ethylene Panels |
| BU |
| LF |
| 50 |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") |
| BW |
| SF |
| 10,000 |
| Crushing PCC Pavement (Over 10, 000 tons) |
| BX |
| Ton |
| 25,000 |
| Heat Resistant Additive |
| BY |
| CY |
| 10 |
| Additional Welded Wire Fabric |
| BZ |
| TON |
| 20 |
| Installation Imbedded Items w/ 4 anchors |
| CA |
| EA |
| 75 |
| FDEP Storm Water Permit Application and Design |
| CB |
| EA |
| 5 |
| NPDS Construction Application |
| CC |
| EA |
| 5 |
| Survey Land for FDEP Permit |
| CD |
| Acre |
| 75 |
TOTAL CLIN 0001 (Base Year)
Description
| Unit |
| Qty |
| Unit Price |
| Total |
| Paint Removal Water Blasting |
| AB |
| SF |
| 125,000 |
| Paint Removal Sand Blasting |
| AC |
| SF |
| 500 |
| Painting, Reflective |
| AD |
| SF |
| 75,000 |
| Painting, Non-Reflective |
| AE |
| SF |
| 108,000 |
| Chemical Rubber Removal |
| AF |
| SF |
| 50,000 |
| Rubber Removal High Pressure Water |
| AG |
| SF |
| 300,000 |
| Sawcut and Seal Existing Joints |
| AH |
| LF |
| 500 |
| Saw Cutting Concrete (0-500 inch-feet) |
| AI |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (5011000inch-feet) |
| AJ |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (1001+ inch-feet) |
| AK |
| IN-FT |
| 125,000 |
| Rout and Seal Random Cracks |
| AL |
| LF |
| 50,000 |
| Construct Asphalt Pavement, 2" (Including Prime Coat) |
| AM |
| SY |
| 5,000 |
| Saw Cut Asphalt |
| AN |
| LF-In |
| 500 |
| Remove Asphalt to Base |
| AO |
| SY-IN |
| 500 |
| Asphalt Slurry Seal |
| AP |
| SY |
| 50,000 |
| Cold Mill Asphalt |
| AQ |
| SY-IN |
| 500 |
| Spalled Joint Repair, Partial Depth |
| AR |
| SF |
| 10,000 |
| Spalled Joint Repair, Full Depth |
| AS |
| SF-IN |
| 10,000 |
| Corner Break Repair, Full Depth |
| AT |
| SF-IN |
| 2,000 |
| Random Slab Replacement |
| AU |
| CY |
| 2,000 |
| Remove Concrete to Base (Not Related to Other Line Items) |
| AV |
| CY |
| 500 |
| Clearing and Grubbing |
| AW |
| SY |
| 20 |
| Fill (Including Compaction) |
| AX |
| CY |
| 500 |
| Subgrade Preparation (Including Grading and Compaction) |
| AY |
| SY |
| 50,000 |
| Excavation (Base/Subgrade) |
| AZ |
| CY |
| 10,000 |
| Disposal of Demolition Materials |
| BA |
| CY |
| 1,000 |
| Base Course, Limerock |
| BB |
| CY |
| 10,000 |
| Construct Concrete Pavement<3000 cm |
| BC |
| CY |
| 2,000 |
| Construct Concrete Pavement>3000 cm |
| BD |
| CY |
| 4,000 |
| Preformed Elastomeric Joints |
| BE |
| LF |
| 25,000 |
| Construct Utility Duct |
| BF |
| LF |
| 75 |
| Place Crushed PCC Material for Base Course |
| BK |
| Ton |
| 10,000 |
| PE Pipe Dia Between 4"-24" |
| BL |
| Lbs |
| 225 |
| PE Pipe Dia Between 30” – 60” |
| BM |
| Lbs |
| 500 |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA |
| BN |
| EA |
| 25 |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA |
| BO |
| EA |
| 25 |
| Provide 2” PG 70-22 Asphalt mix |
| BP |
| SY |
| 5,000 |
| Crack Sealing |
| BQ |
| LF |
| 2,500 |
| Aircraft Tiedown (Installed in existing concrete area) |
| BR |
| EA |
| 25 |
| Aircraft Tiedown (Installed in new concrete area) |
| BS |
| EA |
| 100 |
| UHMW Poly-Ethylene Panels |
| BU |
| LF |
| 50 |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") |
| BW |
| SF |
| 10,000 |
| Crushing PCC Pavement (Over 10, 000 tons) |
| BX |
| Ton |
| 25,000 |
| Heat Resistant Additive |
| BY |
| CY |
| 10 |
| Additional Welded Wire Fabric |
| BZ |
| TON |
| 20 |
| Installation Imbedded Items w/ 4 anchors |
| CA |
| EA |
| 75 |
| FDEP Storm Water Permit Application and Design |
| CB |
| EA |
| 5 |
| NPDS Construction Application |
| CC |
| EA |
| 5 |
| Survey Land for FDEP Permit |
| CD |
| Acre |
| 75 |
TOTAL CLIN 0002 (Option Yr 1)
Description
| Unit |
| Qty |
| Unit Price |
| Total |
| Paint Removal Water Blasting |
| AB |
| SF |
| 125,000 |
| Paint Removal Sand Blasting |
| AC |
| SF |
| 500 |
| Painting, Reflective |
| AD |
| SF |
| 75,000 |
| Painting, Non-Reflective |
| AE |
| SF |
| 108,000 |
| Chemical Rubber Removal |
| AF |
| SF |
| 50,000 |
| Rubber Removal High Pressure Water |
| AG |
| SF |
| 300,000 |
| Sawcut and Seal Existing Joints |
| AH |
| LF |
| 500 |
| Saw Cutting Concrete (0-500 inch-feet) |
| AI |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (5011000inch-feet) |
| AJ |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (1001+ inch-feet) |
| AK |
| IN-FT |
| 125,000 |
| Rout and Seal Random Cracks |
| AL |
| LF |
| 50,000 |
| Construct Asphalt Pavement, 2" (Including Prime Coat) |
| AM |
| SY |
| 5,000 |
| Saw Cut Asphalt |
| AN |
| LF-In |
| 500 |
| Remove Asphalt to Base |
| AO |
| SY-IN |
| 500 |
| Asphalt Slurry Seal |
| AP |
| SY |
| 50,000 |
| Cold Mill Asphalt |
| AQ |
| SY-IN |
| 500 |
| Spalled Joint Repair, Partial Depth |
| AR |
| SF |
| 10,000 |
| Spalled Joint Repair, Full Depth |
| AS |
| SF-IN |
| 10,000 |
| Corner Break Repair, Full Depth |
| AT |
| SF-IN |
| 2,000 |
| Random Slab Replacement |
| AU |
| CY |
| 2,000 |
| Remove Concrete to Base (Not Related to Other Line Items) |
| AV |
| CY |
| 500 |
| Clearing and Grubbing |
| AW |
| SY |
| 20 |
| Fill (Including Compaction) |
| AX |
| CY |
| 500 |
| Subgrade Preparation (Including Grading and Compaction) |
| AY |
| SY |
| 50,000 |
| Excavation (Base/Subgrade) |
| AZ |
| CY |
| 10,000 |
| Disposal of Demolition Materials |
| BA |
| CY |
| 1,000 |
| Base Course, Limerock |
| BB |
| CY |
| 10,000 |
| Construct Concrete Pavement<3000 cm |
| BC |
| CY |
| 2,000 |
| Construct Concrete Pavement>3000 cm |
| BD |
| CY |
| 4,000 |
| Preformed Elastomeric Joints |
| BE |
| LF |
| 25,000 |
| Construct Utility Duct |
| BF |
| LF |
| 75 |
| Place Crushed PCC Material for Base Course |
| BK |
| Ton |
| 10,000 |
| PE Pipe Dia Between 4"-24" |
| BL |
| Lbs |
| 225 |
| PE Pipe Dia Between 30” – 60” |
| BM |
| Lbs |
| 500 |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA |
| BN |
| EA |
| 25 |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA |
| BO |
| EA |
| 25 |
| Provide 2” PG 70-22 Asphalt mix |
| BP |
| SY |
| 5,000 |
| Crack Sealing |
| BQ |
| LF |
| 2,500 |
| Aircraft Tiedown (Installed in existing concrete area) |
| BR |
| EA |
| 25 |
| Aircraft Tiedown (Installed in new concrete area) |
| BS |
| EA |
| 100 |
| UHMW Poly-Ethylene Panels |
| BU |
| LF |
| 50 |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") |
| BW |
| SF |
| 10,000 |
| Crushing PCC Pavement (Over 10, 000 tons) |
| BX |
| Ton |
| 25,000 |
| Heat Resistant Additive |
| BY |
| CY |
| 10 |
| Additional Welded Wire Fabric |
| BZ |
| TON |
| 20 |
| Installation Imbedded Items w/ 4 anchors |
| CA |
| EA |
| 75 |
| FDEP Storm Water Permit Application and Design |
| CB |
| EA |
| 5 |
| NPDS Construction Application |
| CC |
| EA |
| 5 |
| Survey Land for FDEP Permit |
| CD |
| Acre |
| 75 |
TOTAL CLIN 0003 (Option Yr 2)
Description
| Unit |
| Qty |
| Unit Price |
| Total |
| Paint Removal Water Blasting |
| AB |
| SF |
| 125,000 |
| Paint Removal Sand Blasting |
| AC |
| SF |
| 500 |
| Painting, Reflective |
| AD |
| SF |
| 75,000 |
| Painting, Non-Reflective |
| AE |
| SF |
| 108,000 |
| Chemical Rubber Removal |
| AF |
| SF |
| 50,000 |
| Rubber Removal High Pressure Water |
| AG |
| SF |
| 300,000 |
| Sawcut and Seal Existing Joints |
| AH |
| LF |
| 500 |
| Saw Cutting Concrete (0-500 inch-feet) |
| AI |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (5011000inch-feet) |
| AJ |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (1001+ inch-feet) |
| AK |
| IN-FT |
| 125,000 |
| Rout and Seal Random Cracks |
| AL |
| LF |
| 50,000 |
| Construct Asphalt Pavement, 2" (Including Prime Coat) |
| AM |
| SY |
| 5,000 |
| Saw Cut Asphalt |
| AN |
| LF-In |
| 500 |
| Remove Asphalt to Base |
| AO |
| SY-IN |
| 500 |
| Asphalt Slurry Seal |
| AP |
| SY |
| 50,000 |
| Cold Mill Asphalt |
| AQ |
| SY-IN |
| 500 |
| Spalled Joint Repair, Partial Depth |
| AR |
| SF |
| 10,000 |
| Spalled Joint Repair, Full Depth |
| AS |
| SF-IN |
| 10,000 |
| Corner Break Repair, Full Depth |
| AT |
| SF-IN |
| 2,000 |
| Random Slab Replacement |
| AU |
| CY |
| 2,000 |
| Remove Concrete to Base (Not Related to Other Line Items) |
| AV |
| CY |
| 500 |
| Clearing and Grubbing |
| AW |
| SY |
| 20 |
| Fill (Including Compaction) |
| AX |
| CY |
| 500 |
| Subgrade Preparation (Including Grading and Compaction) |
| AY |
| SY |
| 50,000 |
| Excavation (Base/Subgrade) |
| AZ |
| CY |
| 10,000 |
| Disposal of Demolition Materials |
| BA |
| CY |
| 1,000 |
| Base Course, Limerock |
| BB |
| CY |
| 10,000 |
| Construct Concrete Pavement<3000 cm |
| BC |
| CY |
| 2,000 |
| Construct Concrete Pavement>3000 cm |
| BD |
| CY |
| 4,000 |
| Preformed Elastomeric Joints |
| BE |
| LF |
| 25,000 |
| Construct Utility Duct |
| BF |
| LF |
| 75 |
| Place Crushed PCC Material for Base Course |
| BK |
| Ton |
| 10,000 |
| PE Pipe Dia Between 4"-24" |
| BL |
| Lbs |
| 225 |
| PE Pipe Dia Between 30” – 60” |
| BM |
| Lbs |
| 500 |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA |
| BN |
| EA |
| 25 |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA |
| BO |
| EA |
| 25 |
| Provide 2” PG 70-22 Asphalt mix |
| BP |
| SY |
| 5,000 |
| Crack Sealing |
| BQ |
| LF |
| 2,500 |
| Aircraft Tiedown (Installed in existing concrete area) |
| BR |
| EA |
| 25 |
| Aircraft Tiedown (Installed in new concrete area) |
| BS |
| EA |
| 100 |
| UHMW Poly-Ethylene Panels |
| BU |
| LF |
| 50 |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") |
| BW |
| SF |
| 10,000 |
| Crushing PCC Pavement (Over 10, 000 tons) |
| BX |
| Ton |
| 25,000 |
| Heat Resistant Additive |
| BY |
| CY |
| 10 |
| Additional Welded Wire Fabric |
| BZ |
| TON |
| 20 |
| Installation Imbedded Items w/ 4 anchors |
| CA |
| EA |
| 75 |
| FDEP Storm Water Permit Application and Design |
| CB |
| EA |
| 5 |
| NPDS Construction Application |
| CC |
| EA |
| 5 |
| Survey Land for FDEP Permit |
| CD |
| Acre |
| 75 |
TOTAL CLIN 0004 (Option Yr 3)
Description
| Unit |
| Qty |
| Unit Price |
| Total |
| Paint Removal Water Blasting |
| AB |
| SF |
| 125,000 |
| Paint Removal Sand Blasting |
| AC |
| SF |
| 500 |
| Painting, Reflective |
| AD |
| SF |
| 75,000 |
| Painting, Non-Reflective |
| AE |
| SF |
| 108,000 |
| Chemical Rubber Removal |
| AF |
| SF |
| 50,000 |
| Rubber Removal High Pressure Water |
| AG |
| SF |
| 300,000 |
| Sawcut and Seal Existing Joints |
| AH |
| LF |
| 500 |
| Saw Cutting Concrete (0-500 inch-feet) |
| AI |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (5011000inch-feet) |
| AJ |
| IN-FT |
| 25,000 |
| Saw Cutting Concrete (1001+ inch-feet) |
| AK |
| IN-FT |
| 125,000 |
| Rout and Seal Random Cracks |
| AL |
| LF |
| 50,000 |
| Construct Asphalt Pavement, 2" (Including Prime Coat) |
| AM |
| SY |
| 5,000 |
| Saw Cut Asphalt |
| AN |
| LF-In |
| 500 |
| Remove Asphalt to Base |
| AO |
| SY-IN |
| 500 |
| Asphalt Slurry Seal |
| AP |
| SY |
| 50,000 |
| Cold Mill Asphalt |
| AQ |
| SY-IN |
| 500 |
| Spalled Joint Repair, Partial Depth |
| AR |
| SF |
| 10,000 |
| Spalled Joint Repair, Full Depth |
| AS |
| SF-IN |
| 10,000 |
| Corner Break Repair, Full Depth |
| AT |
| SF-IN |
| 2,000 |
| Random Slab Replacement |
| AU |
| CY |
| 2,000 |
| Remove Concrete to Base (Not Related to Other Line Items) |
| AV |
| CY |
| 500 |
| Clearing and Grubbing |
| AW |
| SY |
| 20 |
| Fill (Including Compaction) |
| AX |
| CY |
| 500 |
| Subgrade Preparation (Including Grading and Compaction) |
| AY |
| SY |
| 50,000 |
| Excavation (Base/Subgrade) |
| AZ |
| CY |
| 10,000 |
| Disposal of Demolition Materials |
| BA |
| CY |
| 1,000 |
| Base Course, Limerock |
| BB |
| CY |
| 10,000 |
| Construct Concrete Pavement<3000 cm |
| BC |
| CY |
| 2,000 |
| Construct Concrete Pavement>3000 cm |
| BD |
| CY |
| 4,000 |
| Preformed Elastomeric Joints |
| BE |
| LF |
| 25,000 |
| Construct Utility Duct |
| BF |
| LF |
| 75 |
| Place Crushed PCC Material for Base Course |
| BK |
| Ton |
| 10,000 |
| PE Pipe Dia Between 4"-24" |
| BL |
| Lbs |
| 225 |
| PE Pipe Dia Between 30” – 60” |
| BM |
| Lbs |
| 500 |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA |
| BN |
| EA |
| 25 |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA |
| BO |
| EA |
| 25 |
| Provide 2” PG 70-22 Asphalt mix |
| BP |
| SY |
| 5,000 |
| Crack Sealing |
| BQ |
| LF |
| 2,500 |
| Aircraft Tiedown (Installed in existing concrete area) |
| BR |
| EA |
| 25 |
| Aircraft Tiedown (Installed in new concrete area) |
| BS |
| EA |
| 100 |
| UHMW Poly-Ethylene Panels |
| BU |
| LF |
| 50 |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") |
| BW |
| SF |
| 10,000 |
| Crushing PCC Pavement (Over 10, 000 tons) |
| BX |
| Ton |
| 25,000 |
| Heat Resistant Additive |
| BY |
| CY |
| 10 |
| Additional Welded Wire Fabric |
| BZ |
| TON |
| 20 |
| Installation Imbedded Items w/ 4 anchors |
| CA |
| EA |
| 75 |
| FDEP Storm Water Permit Application and Design |
| CB |
| EA |
| 5 |
| NPDS Construction Application |
| CC |
| EA |
| 5 |
| Survey Land for FDEP Permit |
| CD |
| Acre |
| 75 |
TOTAL CLIN 0005 (Option Yr 4)
TOTAL CLIN 0001____________________________________________________________________
TOTAL CLIN 0002____________________________________________________________________
TOTAL CLIN 0003____________________________________________________________________
TOTAL CLIN 0004____________________________________________________________________
TOTAL CLIN 0005____________________________________________________________________
TOTAL PROPOSED COST_____________________________________________________________