FA4819-09-R-0038 A00002 Revised Attachment 8 Bid Sheet.xlsx
XLSX spreadsheet 43 KB Posted
- Attached to
- Tyndall AFB, FL Airfield Paving IDIQ
- Solicitation number
- FA4819-09-R-0038
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FA4819-09-R-0038 Amendment A00002 - Revised Section J Attachment 8 Bid Sheet (to be downloaded by offeror(s) that received an Evaluation Notice (EN).
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Total
| Offer | |
| Base Year | $ - 0 |
| Option Year 1 | $ - 0 |
| Option Year 2 | $ - 0 |
| Option Year 3 | $ - 0 |
| Option Year 4 | $ - 0 |
Total $ - 0
FA4819-09-R-0038 Attachment 8 Bid Sheet Revised 27 Aug 2010
Base Year
| Description | Unit | Qty | Unit Price | Total | |
| Mobilization | AA | JB | 2 | $ - 0 | |
| Paint Removal Water Blasting | AB | SF | 40,579 | $ - 0 | |
| Paint Removal Sand Blasting | AC | SF | 163 | $ - 0 | |
| Painting, Reflective | AD | SF | 24,346 | $ - 0 | |
| Painting, Non-Reflective | AE | SF | 35,058 | $ - 0 | |
| Chemical Rubber Removal | AF | SF | 16,230 | $ - 0 | |
| Rubber Removal High Pressure Water | AG | SF | 97,385 | $ - 0 | |
| Sawcut and Seal Existing Joints | AH | LF | 163 | $ - 0 | |
| Saw Cutting Concrete (0-500 inch-feet) | AI | IN-FT | 8,116 | $ - 0 | |
| Saw Cutting Concrete (5011000inch-feet) | AJ | IN-FT | 8,116 | $ - 0 | |
| Saw Cutting Concrete (1001+ inch-feet) | AK | IN-FT | 40579 | $ - 0 | |
| Rout and Seal Random Cracks | AL | LF | 16230 | $ - 0 | |
| Construct Asphalt Pavement, 2" (Including Prime Coat) | AM | SY | 1623 | $ - 0 | |
| Saw Cut Asphalt | AN | LF-In | 163 | $ - 0 | |
| Remove Asphalt to Base | AO | SY-IN | 163 | $ - 0 | |
| Asphalt Slurry Seal | AP | SY | 16230 | $ - 0 | |
| Cold Mill Asphalt | AQ | SY-IN | 163 | $ - 0 | |
| Spalled Joint Repair, Partial Depth | AR | SF | 3246 | $ - 0 | |
| Spalled Joint Repair, Full Depth | AS | SF-IN | 3246 | $ - 0 | |
| Corner Break Repair, Full Depth | AT | SF-IN | 650 | $ - 0 | |
| Random Slab Replacement | AU | CY | 650 | $ - 0 | |
| Remove Concrete to Base (Not Related to Other Line Items) | AV | CY | 163 | $ - 0 | |
| Clearing and Grubbing | AW | SY | 6 | $ - 0 | |
| Fill (Including Compaction) | AX | CY | 163 | $ - 0 | |
| Subgrade Preparation (Including Grading and Compaction) | AY | SY | 16230 | $ - 0 | |
| Excavation (Base/Subgrade) | AZ | CY | 3246 | $ - 0 | |
| Disposal of Demolition Materials | BA | CY | 324 | $ - 0 | |
| Base Course, Limerock | BB | CY | 3246 | $ - 0 | |
| Construct Concrete Pavement<3000 cm | BC | CY | 650 | $ - 0 | |
| Construct Concrete Pavement>3000 cm | BD | CY | 1299 | $ - 0 | |
| Preformed Elastomeric Joints | BE | LF | 8116 | $ - 0 | |
| Construct Utility Duct | BF | LF | 24 | $ - 0 | |
| Sod | BG | SY | 324 | $ - 0 | |
| Signs | BH | EA | 0 | $ - 0 | |
| Jack and Bore | BI | LF | 17 | $ - 0 | |
| Hydromulch | BJ | SY | 81 | $ - 0 | |
| Place Crushed PCC Material for Base Course | BK | Ton | 3246 | $ - 0 | |
| PE Pipe Dia Between 4"-24" | BL | Lbs | 73 | $ - 0 | |
| PE Pipe Dia Between 30” – 60” | BM | Lbs | 163 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA | BN | EA | 9 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA | BO | EA | 9 | $ - 0 | |
| Provide 2” PG 70-22 Asphalt mix | BP | SY | 1623 | $ - 0 | |
| Crack Sealing | BQ | LF | 812 | $ - 0 | |
| Aircraft Tiedown (Installed in existing concrete area) | BR | EA | 9 | $ - 0 | |
| Aircraft Tiedown (Installed in new concrete area) | BS | EA | 32 | $ - 0 | |
| Reflectors | BT | EA | 9 | $ - 0 | |
| UHMW Poly-Ethylene Panels | BU | LF | 17 | $ - 0 | |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") | BW | SF | 3246 | $ - 0 | |
| Crushing PCC Pavement (Over 10, 000 tons) | BX | Ton | 8116 | $ - 0 | |
| Heat Resistant Additive | BY | CY | 4 | $ - 0 | |
| Additional Welded Wire Fabric | BZ | TON | 6 | $ - 0 | |
| Installation Imbedded Items w/ 4 anchors | CA | EA | 24 | $ - 0 | |
| FDEP Storm Water Permit Application and Design | CB | EA | 2 | $ - 0 | |
| NPDS Construction Application | CC | EA | 2 | $ - 0 | |
| Survey Land for FDEP Permit | CD | Acre | 24 | $ - 0 | |
| TOTAL CLIN 0001 (Base Year) | $ - 0 |
Option 1
| Description | Unit | Qty | Unit Price | Total | |
| Mobilization | AA | JB | 2 | $ - 0 | |
| Paint Removal Water Blasting | AB | SF | 40228 | $ - 0 | |
| Paint Removal Sand Blasting | AC | SF | 161 | $ - 0 | |
| Painting, Reflective | AD | SF | 24136 | $ - 0 | |
| Painting, Non-Reflective | AE | SF | 34757 | $ - 0 | |
| Chemical Rubber Removal | AF | SF | 16092 | $ - 0 | |
| Rubber Removal High Pressure Water | AG | SF | 96546 | $ - 0 | |
| Sawcut and Seal Existing Joints | AH | LF | 161 | $ - 0 | |
| Saw Cutting Concrete (0-500 inch-feet) | AI | IN-FT | 8046 | $ - 0 | |
| Saw Cutting Concrete (5011000inch-feet) | AJ | IN-FT | 8046 | $ - 0 | |
| Saw Cutting Concrete (1001+ inch-feet) | AK | IN-FT | 40228 | $ - 0 | |
| Rout and Seal Random Cracks | AL | LF | 16092 | $ - 0 | |
| Construct Asphalt Pavement, 2" (Including Prime Coat) | AM | SY | 1608 | $ - 0 | |
| Saw Cut Asphalt | AN | LF-In | 161 | $ - 0 | |
| Remove Asphalt to Base | AO | SY-IN | 161 | $ - 0 | |
| Asphalt Slurry Seal | AP | SY | 16092 | $ - 0 | |
| Cold Mill Asphalt | AQ | SY-IN | 161 | $ - 0 | |
| Spalled Joint Repair, Partial Depth | AR | SF | 3219 | $ - 0 | |
| Spalled Joint Repair, Full Depth | AS | SF-IN | 3219 | $ - 0 | |
| Corner Break Repair, Full Depth | AT | SF-IN | 643 | $ - 0 | |
| Random Slab Replacement | AU | CY | 643 | $ - 0 | |
| Remove Concrete to Base (Not Related to Other Line Items) | AV | CY | 161 | $ - 0 | |
| Clearing and Grubbing | AW | SY | 6 | $ - 0 | |
| Fill (Including Compaction) | AX | CY | 161 | $ - 0 | |
| Subgrade Preparation (Including Grading and Compaction) | AY | SY | 16092 | $ - 0 | |
| Excavation (Base/Subgrade) | AZ | CY | 3219 | $ - 0 | |
| Disposal of Demolition Materials | BA | CY | 322 | $ - 0 | |
| Base Course, Limerock | BB | CY | 3219 | $ - 0 | |
| Construct Concrete Pavement<3000 cm | BC | CY | 643 | $ - 0 | |
| Construct Concrete Pavement>3000 cm | BD | CY | 1287 | $ - 0 | |
| Preformed Elastomeric Joints | BE | LF | 8046 | $ - 0 | |
| Construct Utility Duct | BF | LF | 24 | $ - 0 | |
| Sod | BG | SY | 322 | $ - 0 | |
| Signs | BH | EA | 0 | $ - 0 | |
| Jack and Bore | BI | LF | 17 | $ - 0 | |
| Hydromulch | BJ | SY | 81 | $ - 0 | |
| Place Crushed PCC Material for Base Course | BK | Ton | 3219 | $ - 0 | |
| PE Pipe Dia Between 4"-24" | BL | Lbs | 73 | $ - 0 | |
| PE Pipe Dia Between 30” – 60” | BM | Lbs | 161 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA | BN | EA | 9 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA | BO | EA | 9 | $ - 0 | |
| Provide 2” PG 70-22 Asphalt mix | BP | SY | 1608 | $ - 0 | |
| Crack Sealing | BQ | LF | 804 | $ - 0 | |
| Aircraft Tiedown (Installed in existing concrete area) | BR | EA | 9 | $ - 0 | |
| Aircraft Tiedown (Installed in new concrete area) | BS | EA | 32 | $ - 0 | |
| Reflectors | BT | EA | 9 | $ - 0 | |
| UHMW Poly-Ethylene Panels | BU | LF | 17 | $ - 0 | |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") | BW | SF | 3219 | $ - 0 | |
| Crushing PCC Pavement (Over 10, 000 tons) | BX | Ton | 7506 | $ - 0 | |
| Heat Resistant Additive | BY | CY | 4 | $ - 0 | |
| Additional Welded Wire Fabric | BZ | TON | 6 | $ - 0 | |
| Installation Imbedded Items w/ 4 anchors | CA | EA | 0 | $ - 0 | |
| FDEP Storm Water Permit Application and Design | CB | EA | 2 | $ - 0 | |
| NPDS Construction Application | CC | EA | 2 | $ - 0 | |
| Survey Land for FDEP Permit | CD | Acre | 4 | $ - 0 | |
| TOTAL CLIN 0002 (Option Yr 1) | $ - 0 |
Option 2
| Description | Unit | Qty | Unit Price | Total | |
| Mobilization | AA | JB | 2 | $ - 0 | |
| Paint Removal Water Blasting | AB | SF | 40031 | $ - 0 | |
| Paint Removal Sand Blasting | AC | SF | 160 | $ - 0 | |
| Painting, Reflective | AD | SF | 24018 | $ - 0 | |
| Painting, Non-Reflective | AE | SF | 34586 | $ - 0 | |
| Chemical Rubber Removal | AF | SF | 16013 | $ - 0 | |
| Rubber Removal High Pressure Water | AG | SF | 96072 | $ - 0 | |
| Sawcut and Seal Existing Joints | AH | LF | 160 | $ - 0 | |
| Saw Cutting Concrete (0-500 inch-feet) | AI | IN-FT | 8005 | $ - 0 | |
| Saw Cutting Concrete (5011000inch-feet) | AJ | IN-FT | 8005 | $ - 0 | |
| Saw Cutting Concrete (1001+ inch-feet) | AK | IN-FT | 40031 | $ - 0 | |
| Rout and Seal Random Cracks | AL | LF | 16013 | $ - 0 | |
| Construct Asphalt Pavement, 2" (Including Prime Coat) | AM | SY | 1601 | $ - 0 | |
| Saw Cut Asphalt | AN | LF-In | 160 | $ - 0 | |
| Remove Asphalt to Base | AO | SY-IN | 160 | $ - 0 | |
| Asphalt Slurry Seal | AP | SY | 16013 | $ - 0 | |
| Cold Mill Asphalt | AQ | SY-IN | 160 | $ - 0 | |
| Spalled Joint Repair, Partial Depth | AR | SF | 3203 | $ - 0 | |
| Spalled Joint Repair, Full Depth | AS | SF-IN | 3203 | $ - 0 | |
| Corner Break Repair, Full Depth | AT | SF-IN | 641 | $ - 0 | |
| Random Slab Replacement | AU | CY | 641 | $ - 0 | |
| Remove Concrete to Base (Not Related to Other Line Items) | AV | CY | 160 | $ - 0 | |
| Clearing and Grubbing | AW | SY | 7 | $ - 0 | |
| Fill (Including Compaction) | AX | CY | 160 | $ - 0 | |
| Subgrade Preparation (Including Grading and Compaction) | AY | SY | 16013 | $ - 0 | |
| Excavation (Base/Subgrade) | AZ | CY | 3203 | $ - 0 | |
| Disposal of Demolition Materials | BA | CY | 319 | $ - 0 | |
| Base Course, Limerock | BB | CY | 3203 | $ - 0 | |
| Construct Concrete Pavement<3000 cm | BC | CY | 623 | $ - 0 | |
| Construct Concrete Pavement>3000 cm | BD | CY | 1093 | $ - 0 | |
| Preformed Elastomeric Joints | BE | LF | 8005 | $ - 0 | |
| Construct Utility Duct | BF | LF | 24 | $ - 0 | |
| Sod | BG | SY | 319 | $ - 0 | |
| Signs | BH | EA | 0 | $ - 0 | |
| Jack and Bore | BI | LF | 15 | $ - 0 | |
| Hydromulch | BJ | SY | 81 | $ - 0 | |
| Place Crushed PCC Material for Base Course | BK | Ton | 3203 | $ - 0 | |
| PE Pipe Dia Between 4"-24" | BL | Lbs | 72 | $ - 0 | |
| PE Pipe Dia Between 30” – 60” | BM | Lbs | 160 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA | BN | EA | 9 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA | BO | EA | 9 | $ - 0 | |
| Provide 2” PG 70-22 Asphalt mix | BP | SY | 1421 | $ - 0 | |
| Crack Sealing | BQ | LF | 800 | $ - 0 | |
| Aircraft Tiedown (Installed in existing concrete area) | BR | EA | 9 | $ - 0 | |
| Aircraft Tiedown (Installed in new concrete area) | BS | EA | 33 | $ - 0 | |
| Reflectors | BT | EA | 9 | $ - 0 | |
| UHMW Poly-Ethylene Panels | BU | LF | 15 | $ - 0 | |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") | BW | SF | 3203 | $ - 0 | |
| Crushing PCC Pavement (Over 10, 000 tons) | BX | Ton | 8005 | $ - 0 | |
| Heat Resistant Additive | BY | CY | 2 | $ - 0 | |
| Additional Welded Wire Fabric | BZ | TON | 7 | $ - 0 | |
| Installation Imbedded Items w/ 4 anchors | CA | EA | 24 | $ - 0 | |
| FDEP Storm Water Permit Application and Design | CB | EA | 2 | $ - 0 | |
| NPDS Construction Application | CC | EA | 2 | $ - 0 | |
| Survey Land for FDEP Permit | CD | Acre | 4 | $ - 0 | |
| TOTAL CLIN 0003 (Option Yr 2) | $ - 0 |
Option 3
| Description | Unit | Qty | Unit Price | Total | |
| Mobilization | AA | JB | 2 | $ - 0 | |
| Paint Removal Water Blasting | AB | SF | 38773 | $ - 0 | |
| Paint Removal Sand Blasting | AC | SF | 154 | $ - 0 | |
| Painting, Reflective | AD | SF | 23264 | $ - 0 | |
| Painting, Non-Reflective | AE | SF | 33500 | $ - 0 | |
| Chemical Rubber Removal | AF | SF | 15509 | $ - 0 | |
| Rubber Removal High Pressure Water | AG | SF | 93057 | $ - 0 | |
| Sawcut and Seal Existing Joints | AH | LF | 154 | $ - 0 | |
| Saw Cutting Concrete (0-500 inch-feet) | AI | IN-FT | 7755 | $ - 0 | |
| Saw Cutting Concrete (5011000inch-feet) | AJ | IN-FT | 7755 | $ - 0 | |
| Saw Cutting Concrete (1001+ inch-feet) | AK | IN-FT | 38773 | $ - 0 | |
| Rout and Seal Random Cracks | AL | LF | 15509 | $ - 0 | |
| Construct Asphalt Pavement, 2" (Including Prime Coat) | AM | SY | 1550 | $ - 0 | |
| Saw Cut Asphalt | AN | LF-In | 154 | $ - 0 | |
| Remove Asphalt to Base | AO | SY-IN | 154 | $ - 0 | |
| Asphalt Slurry Seal | AP | SY | 15509 | $ - 0 | |
| Cold Mill Asphalt | AQ | SY-IN | 154 | $ - 0 | |
| Spalled Joint Repair, Partial Depth | AR | SF | 3102 | $ - 0 | |
| Spalled Joint Repair, Full Depth | AS | SF-IN | 3102 | $ - 0 | |
| Corner Break Repair, Full Depth | AT | SF-IN | 621 | $ - 0 | |
| Random Slab Replacement | AU | CY | 621 | $ - 0 | |
| Remove Concrete to Base (Not Related to Other Line Items) | AV | CY | 154 | $ - 0 | |
| Clearing and Grubbing | AW | SY | 7 | $ - 0 | |
| Fill (Including Compaction) | AX | CY | 154 | $ - 0 | |
| Subgrade Preparation (Including Grading and Compaction) | AY | SY | 15509 | $ - 0 | |
| Excavation (Base/Subgrade) | AZ | CY | 3102 | $ - 0 | |
| Disposal of Demolition Materials | BA | CY | 310 | $ - 0 | |
| Base Course, Limerock | BB | CY | 3102 | $ - 0 | |
| Construct Concrete Pavement<3000 cm | BC | CY | 621 | $ - 0 | |
| Construct Concrete Pavement>3000 cm | BD | CY | 1242 | $ - 0 | |
| Preformed Elastomeric Joints | BE | LF | 7755 | $ - 0 | |
| Construct Utility Duct | BF | LF | 24 | $ - 0 | |
| Sod | BG | SY | 310 | $ - 0 | |
| Signs | BH | EA | 0 | $ - 0 | |
| Jack and Bore | BI | LF | 15 | $ - 0 | |
| Hydromulch | BJ | SY | 78 | $ - 0 | |
| Place Crushed PCC Material for Base Course | BK | Ton | 3102 | $ - 0 | |
| PE Pipe Dia Between 4"-24" | BL | Lbs | 69 | $ - 0 | |
| PE Pipe Dia Between 30” – 60” | BM | Lbs | 154 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA | BN | EA | 9 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA | BO | EA | 9 | $ - 0 | |
| Provide 2” PG 70-22 Asphalt mix | BP | SY | 1550 | $ - 0 | |
| Crack Sealing | BQ | LF | 775 | $ - 0 | |
| Aircraft Tiedown (Installed in existing concrete area) | BR | EA | 9 | $ - 0 | |
| Aircraft Tiedown (Installed in new concrete area) | BS | EA | 30 | $ - 0 | |
| Reflectors | BT | EA | 9 | $ - 0 | |
| UHMW Poly-Ethylene Panels | BU | LF | 15 | $ - 0 | |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") | BW | SF | 3102 | $ - 0 | |
| Crushing PCC Pavement (Over 10, 000 tons) | BX | Ton | 5427 | $ - 0 | |
| Heat Resistant Additive | BY | CY | 2 | $ - 0 | |
| Additional Welded Wire Fabric | BZ | TON | 4 | $ - 0 | |
| Installation Imbedded Items w/ 4 anchors | CA | EA | 0 | $ - 0 | |
| FDEP Storm Water Permit Application and Design | CB | EA | 2 | $ - 0 | |
| NPDS Construction Application | CC | EA | 2 | $ - 0 | |
| Survey Land for FDEP Permit | CD | Acre | 24 | $ - 0 | |
| TOTAL CLIN 0004 (Option Yr 3) | $ - 0 |
Option 4
| Description | Unit | Qty | Unit Price | Total | |
| Mobilization | AA | JB | 2 | $ - 0 | |
| Paint Removal Water Blasting | AB | SF | 36501 | $ - 0 | |
| Paint Removal Sand Blasting | AC | SF | 147 | $ - 0 | |
| Painting, Reflective | AD | SF | 21900 | $ - 0 | |
| Painting, Non-Reflective | AE | SF | 31537 | $ - 0 | |
| Chemical Rubber Removal | AF | SF | 14601 | $ - 0 | |
| Rubber Removal High Pressure Water | AG | SF | 87600 | $ - 0 | |
| Sawcut and Seal Existing Joints | AH | LF | 147 | $ - 0 | |
| Saw Cutting Concrete (0-500 inch-feet) | AI | IN-FT | 7299 | $ - 0 | |
| Saw Cutting Concrete (5011000inch-feet) | AJ | IN-FT | 7299 | $ - 0 | |
| Saw Cutting Concrete (1001+ inch-feet) | AK | IN-FT | 36501 | $ - 0 | |
| Rout and Seal Random Cracks | AL | LF | 14601 | $ - 0 | |
| Construct Asphalt Pavement, 2" (Including Prime Coat) | AM | SY | 1460 | $ - 0 | |
| Saw Cut Asphalt | AN | LF-In | 147 | $ - 0 | |
| Remove Asphalt to Base | AO | SY-IN | 147 | $ - 0 | |
| Asphalt Slurry Seal | AP | SY | 14601 | $ - 0 | |
| Cold Mill Asphalt | AQ | SY-IN | 147 | $ - 0 | |
| Spalled Joint Repair, Partial Depth | AR | SF | 2920 | $ - 0 | |
| Spalled Joint Repair, Full Depth | AS | SF-IN | 2920 | $ - 0 | |
| Corner Break Repair, Full Depth | AT | SF-IN | 584 | $ - 0 | |
| Random Slab Replacement | AU | CY | 584 | $ - 0 | |
| Remove Concrete to Base (Not Related to Other Line Items) | AV | CY | 147 | $ - 0 | |
| Clearing and Grubbing | AW | SY | 6 | $ - 0 | |
| Fill (Including Compaction) | AX | CY | 147 | $ - 0 | |
| Subgrade Preparation (Including Grading and Compaction) | AY | SY | 14601 | $ - 0 | |
| Excavation (Base/Subgrade) | AZ | CY | 2920 | $ - 0 | |
| Disposal of Demolition Materials | BA | CY | 291 | $ - 0 | |
| Base Course, Limerock | BB | CY | 2920 | $ - 0 | |
| Construct Concrete Pavement<3000 cm | BC | CY | 584 | $ - 0 | |
| Construct Concrete Pavement>3000 cm | BD | CY | 1169 | $ - 0 | |
| Preformed Elastomeric Joints | BE | LF | 7299 | $ - 0 | |
| Construct Utility Duct | BF | LF | 21 | $ - 0 | |
| Sod | BG | SY | 291 | $ - 0 | |
| Signs | BH | EA | 0 | $ - 0 | |
| Jack and Bore | BI | LF | 15 | $ - 0 | |
| Hydromulch | BJ | SY | 73 | $ - 0 | |
| Place Crushed PCC Material for Base Course | BK | Ton | 2920 | $ - 0 | |
| PE Pipe Dia Between 4"-24" | BL | Lbs | 65 | $ - 0 | |
| PE Pipe Dia Between 30” – 60” | BM | Lbs | 147 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 4” – 24”DIA | BN | EA | 6 | $ - 0 | |
| Elbows and Couplings for PE Pipe from 30 – 60” DIA | BO | EA | 6 | $ - 0 | |
| Provide 2” PG 70-22 Asphalt mix | BP | SY | 1460 | $ - 0 | |
| Crack Sealing | BQ | LF | 731 | $ - 0 | |
| Aircraft Tiedown (Installed in existing concrete area) | BR | EA | 6 | $ - 0 | |
| Aircraft Tiedown (Installed in new concrete area) | BS | EA | 29 | $ - 0 | |
| Reflectors | BT | EA | 6 | $ - 0 | |
| UHMW Poly-Ethylene Panels | BU | LF | 15 | $ - 0 | |
| Grooving PCC Pavements (1.5"O.C X 0.25"X0.25") | BW | SF | 2920 | $ - 0 | |
| Crushing PCC Pavement (Over 10, 000 tons) | BX | Ton | 7299 | $ - 0 | |
| Heat Resistant Additive | BY | CY | 2 | $ - 0 | |
| Additional Welded Wire Fabric | BZ | TON | 6 | $ - 0 | |
| Installation Imbedded Items w/ 4 anchors | CA | EA | 21 | $ - 0 | |
| FDEP Storm Water Permit Application and Design | CB | EA | 2 | $ - 0 | |
| NPDS Construction Application | CC | EA | 2 | $ - 0 | |
| Survey Land for FDEP Permit | CD | Acre | 23 | $ - 0 | |
| TOTAL CLIN 0005 (Option Yr 4) | $ - 0 |
File details come from the government source that posted it. Updated .