Attachment 10 Airfield Paving Blank Bid Sheet REVISED.xls
XLS spreadsheet 261 KB Posted
- Attached to
- Airfield Paving IDIQ MAPC Federal contract opportunity
- Solicitation number
- FA4497-17-R-0005
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Attachment 10 Airfield Paving Blank Bid Sheet Revised
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| Attachment 10 | SOLICITATION NO. | ||||
| 7 Jul 17 | FA4497-17-R-0005 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141086 | |||||
| BASE YEAR | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001AA | Remove Existing Asphalt | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 0001AB | Remove Existing Asphalt | 175,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 0001AC | Remove Existing Concrete | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 0001AD | Remove Existing Concrete | 8,700 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 0001AE | Saw Cutting, Asphalt Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 0001AF | Saw Cutting, Concrete Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 0001AG | Remove Catch Basins, Manholes, and | 15 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 0001AH | Silt Fence | 500 | LF | $0.00 | |
| (02220/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001AJ | Stabilized Construction Entrance | 900 | SY | $0.00 | |
| (02220/1.3.2 & 1.4.2) | |||||
| 0001AK | Storm Drain Inlet Protection | 15 | EA | $0.00 | |
| (02220/1.3.3 & 1.4.3) | |||||
| 0001AL | Earthwork Excavation | 2500 | CY | $0.00 | |
| (02225/1.3.1 &1.4.1) | |||||
| 0001AM | Borrow, Type C | 500 | CY | $0.00 | |
| (02225/1.3.2 & 1.4.2) | |||||
| 0001AN | Soil Stabilization Fabric | 5,000 | SY | $0.00 | |
| (02231/1.5.1 & 1.6.1) | |||||
| 0001AP | Crushed-Aggregate Sub-Base Course | 900 | CY | $0.00 | |
| (02231/1.5.2 & 1.6.2) | |||||
| 0001AQ | Graded-Crushed-Aggregate Base Course | 900 | CY | $0.00 | |
| (02233/1.4.1 & 1.5.1) | |||||
| 0001AR | Preparation of Existing Base Course | 3,000 | SY | $0.00 | |
| (02233/1.4.2 & 1.5.2) | |||||
| 0001AS | Soil Sterilization | 1,500 | SY | $0.00 | |
| (02233/1.4.3 & 1.5.3) | |||||
| 0001AT | Excavation and Backfill for Pipe Trenches | 350 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 0001AU | Reinforced Concrete Pipe, 12-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 0001AV | Reinforced Concrete Pipe, 15-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 0001AW | Reinforced Concrete Pipe, 18-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001AX | Reinforced Concrete Pipe, 24-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 0001AY | Reinforced Concrete Pipe, 30-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 0001AZ | Reinforced Concrete Pipe, 36-Inch | 150 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 0001BA | PVC Pipe, Schedule 80, 4-Inch | 50 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 0001BB | PVC Pipe, Schedule 80, 8-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 0001BC | PVC Pipe, Schedule 80, 12-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 0001BD | PVC Pipe, Schedule 80, 16-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 0001BE | Concrete | 70 | CY | $0.00 | |
| (Up to 75 CY per Work Request) | |||||
| (02513/1.3.11 & 1.3.2.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001BF | Concrete | 2,300 | CY | $0.00 | |
| (Greater than 75 CY per Work Request) | |||||
| (02513/1.3.1.1 & 1.3.2.1) | |||||
| 0001BG | Dowels | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 0001BH | Tie-Bars | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 0001BJ | Drainage Inlet, Type 1 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 0001BK | Drainage Inlet, Type 2 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 0001BL | Drainage Inlet, Type 3 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 0001BM | Manhole | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 0001BN | Drainage Inlet Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 0001BP | Manhole Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 0001BQ | Drainage Inlet Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 0001BR | Manhole Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 0001BS | Water Valve Box Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.3 & 1.6.3) | |||||
| 0001BT | Drainage Inlet and Manhole Frame Extension | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 0001CA | Water Valve Box Extension Ring | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 0001CB | Concrete for Concrete Structures | 70 | CY | $0.00 | |
| (02530/1.3.1 & 1.4.1) | |||||
| 0001CC | Reinforcement for Concrete Structures | 3,500 | LB | $0.00 | |
| (02530/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001CD | Welded Steel Wire Fabric, 6x6 | 350 | SY | $0.00 | |
| (02540/1.3 & 1.4) | |||||
| 0001CE | Cracking and Seating Concrete Pavement | 10,000 | SY-IN | $0.00 | |
| (02550/1.3 & 1.4) | |||||
| 0001CF | Ground Rod/Tie-Down Anchor | 10 | EA | $0.00 | |
| (02552/1.6 & 1.7) | |||||
| 0001CG | Pavement Fabric | 1750 | SY | $0.00 | |
| (02555/1.4 & 1.5) | |||||
| 0001CH | Bituminous Concrete Pavement | 70 | TN | $0.00 | |
| Up to 30 TN per Work Request | |||||
| (02557/1.13) | |||||
| 0001CJ | Bituminous Concrete Pavement | 175 | TN | $0.00 | |
| 30 to 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 0001CK | Bituminous Concrete Pavement | 8,000 | TN | $0.00 | |
| Greater than 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 0001CL | Spall Repair, Rapid Hardening | 200 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 0001CM | Spall Repair, Concrete | 1,800 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 0001CN | Fuel-Resistant Sealing | 8,700 | SY | $0.00 | |
| (02584/1.3 & 1.4) | |||||
| 0001CP | Coal-Tar Sealer/Rejuvenator | 9,000 | SY | $0.00 | |
| (02585/1.14 & 1.15) | |||||
| 0001CQ | Field Molded Joint Sealing, Jet Fuel | 4,800 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 0001CR | Field Molded Joint Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001CS | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 0001CT | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 0001CU | Preformed Elastomeric Joint Seal | 350 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 0001CV | Preformed Elastomeric Joint Seal | 175 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 0001CW | Crack Sealing Bituminous Pavement | 1,750 | LF | $0.00 | |
| Up to 1/2-inch | |||||
| (02594/1.3 & 1.4) | |||||
| 0001CX | Paint Removal | 25,000 | SF | $0.00 | |
| (02600/3.6.1 & 3.7.1) | |||||
| 0001CY | Pavement Markings, Reflective (Type I Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 0001CZ | Pavement Markings, Reflective (Type III Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 0001DA | Pavement Markings, Non-Reflective | 82,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 0001DB | Topsoil | 1,400 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 0001DC | Topsoiling | 350 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 0001DD | Seeding | 1,800 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| 0001DE | Mulching | 2,600 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 0001DF | Sodding | 3,500 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 0001DG | Restricted Area Badge Holder/Escort | 4000 | Hours | ||
| (01000/1.8.2) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 0001AA through 0001DG) |
Page &P of &N
Option 1
| Attachment 10 | SOLICITATION NO. | ||||
| 7 Jul 17 | FA4497-17-R-0005 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141086 | |||||
| OPTION YEAR ONE | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001AA | Remove Existing Asphalt | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 1001AB | Remove Existing Asphalt | 175,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 1001AC | Remove Existing Concrete | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 1001AD | Remove Existing Concrete | 8,700 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 1001AE | Saw Cutting, Asphalt Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 1001AF | Saw Cutting, Concrete Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 1001AG | Remove Catch Basins, Manholes, and | 15 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 1001AH | Silt Fence | 500 | LF | $0.00 | |
| (02220/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001AJ | Stabilized Construction Entrance | 900 | SY | $0.00 | |
| (02220/1.3.2 & 1.4.2) | |||||
| 1001AK | Storm Drain Inlet Protection | 15 | EA | $0.00 | |
| (02220/1.3.3 & 1.4.3) | |||||
| 1001AL | Earthwork Excavation | 2500 | CY | $0.00 | |
| (02225/1.3.1 &1.4.1) | |||||
| 1001AM | Borrow, Type C | 500 | CY | $0.00 | |
| (02225/1.3.2 & 1.4.2) | |||||
| 1001AN | Soil Stabilization Fabric | 5,000 | SY | $0.00 | |
| (02231/1.5.1 & 1.6.1) | |||||
| 1001AP | Crushed-Aggregate Sub-Base Course | 900 | CY | $0.00 | |
| (02231/1.5.2 & 1.6.2) | |||||
| 1001AQ | Graded-Crushed-Aggregate Base Course | 900 | CY | $0.00 | |
| (02233/1.4.1 & 1.5.1) | |||||
| 1001AR | Preparation of Existing Base Course | 3,000 | SY | $0.00 | |
| (02233/1.4.2 & 1.5.2) | |||||
| 1001AS | Soil Sterilization | 1,500 | SY | $0.00 | |
| (02233/1.4.3 & 1.5.3) | |||||
| 1001AT | Excavation and Backfill for Pipe Trenches | 350 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 1001AU | Reinforced Concrete Pipe, 12-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 1001AV | Reinforced Concrete Pipe, 15-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 1001AW | Reinforced Concrete Pipe, 18-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001AX | Reinforced Concrete Pipe, 24-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 1001AY | Reinforced Concrete Pipe, 30-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 1001AZ | Reinforced Concrete Pipe, 36-Inch | 150 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 1001BA | PVC Pipe, Schedule 80, 4-Inch | 50 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 1001BB | PVC Pipe, Schedule 80, 8-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 1001BC | PVC Pipe, Schedule 80, 12-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 1001BD | PVC Pipe, Schedule 80, 16-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 1001BE | Concrete | 70 | CY | $0.00 | |
| (Up to 75 CY per Work Request) | |||||
| (02513/1.3.11 & 1.3.2.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| $0.00 | |||||
| 1001BF | Concrete | 2,300 | CY | ||
| (Greater than 75 CY per Work Request) | |||||
| (02513/1.3.1.1 & 1.3.2.1) | |||||
| $0.00 | |||||
| 1001BG | Dowels | 175 | EA | ||
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| $0.00 | |||||
| 1001BH | Tie-Bars | 175 | EA | ||
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| $0.00 | |||||
| 1001BJ | Drainage Inlet, Type 1 | 10 | EA | ||
| (02520/1.4 & 1.5.1) | |||||
| $0.00 | |||||
| 1001BK | Drainage Inlet, Type 2 | 10 | EA | ||
| (02520/1.4 & 1.5.1) | |||||
| $0.00 | |||||
| 1001BL | Drainage Inlet, Type 3 | 10 | EA | ||
| (02520/1.4 & 1.5.1) | |||||
| $0.00 | |||||
| 1001BM | Manhole | 10 | EA | ||
| (02520/1.4 & 1.5.1) | |||||
| $0.00 | |||||
| 1001BN | Drainage Inlet Adjustment | 10 | EA | ||
| (02525/1.5.1 & 1.6.1) | |||||
| $0.00 | |||||
| 1001BP | Manhole Adjustment | 10 | EA | ||
| (02525/1.5.1 & 1.6.1) | |||||
| $0.00 | |||||
| 1001BQ | Drainage Inlet Casting | 10 | EA | ||
| (02525/1.5.2 & 1.6.2) | |||||
| $0.00 | |||||
| 1001BR | Manhole Casting | 10 | EA | ||
| (02525/1.5.2 & 1.6.2) | |||||
| $0.00 | |||||
| 1001BS | Water Valve Box Adjustment | 10 | EA | ||
| (02525/1.5.3 & 1.6.3) | |||||
| $0.00 | |||||
| 1001BT | Drainage Inlet and Manhole Frame Extension | 2 | EA-IN | ||
| (02525/1.5.4 & 1.6.4) | |||||
| $0.00 | |||||
| 1001CA | Water Valve Box Extension Ring | 2 | EA-IN | ||
| (02525/1.5.4 & 1.6.4) | |||||
| $0.00 | |||||
| 1001CB | Concrete for Concrete Structures | 70 | CY | ||
| (02530/1.3.1 & 1.4.1) | |||||
| $0.00 | |||||
| 1001CC | Reinforcement for Concrete Structures | 3,500 | LB | ||
| (02530/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001CD | Welded Steel Wire Fabric, 6x6 | 350 | SY | $0.00 | |
| (02540/1.3 & 1.4) | |||||
| 1001CE | Cracking and Seating Concrete Pavement | 10,000 | SY-IN | $0.00 | |
| (02550/1.3 & 1.4) | |||||
| 1001CF | Ground Rod/Tie-Down Anchor | 10 | EA | $0.00 | |
| (02552/1.6 & 1.7) | |||||
| 1001CG | Pavement Fabric | 1750 | SY | $0.00 | |
| (02555/1.4 & 1.5) | |||||
| 1001CH | Bituminous Concrete Pavement | 70 | TN | $0.00 | |
| Up to 30 TN per Work Request | |||||
| (02557/1.13) | |||||
| 1001CJ | Bituminous Concrete Pavement | 175 | TN | $0.00 | |
| 30 to 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 1001CK | Bituminous Concrete Pavement | 8,000 | TN | $0.00 | |
| Greater than 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 1001CL | Spall Repair, Rapid Hardening | 200 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 1001CM | Spall Repair, Concrete | 1,800 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 1001CN | Fuel-Resistant Sealing | 8,700 | SY | $0.00 | |
| (02584/1.3 & 1.4) | |||||
| 1001CP | Coal-Tar Sealer/Rejuvenator | 9,000 | SY | $0.00 | |
| (02585/1.14 & 1.15) | |||||
| 1001CQ | Field Molded Joint Sealing, Jet Fuel | 4,800 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 1001CR | Field Molded Joint Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001CS | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 1001CT | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 1001CU | Preformed Elastomeric Joint Seal | 350 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 1001CV | Preformed Elastomeric Joint Seal | 175 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 1001CW | Crack Sealing Bituminous Pavement | 1,750 | LF | $0.00 | |
| Up to 1/2-inch | |||||
| (02594/1.3 & 1.4) | |||||
| 1001CX | Paint Removal | 25,000 | SF | $0.00 | |
| (02600/3.6.1 & 3.7.1) | |||||
| 1001CY | Pavement Markings, Reflective (Type I Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 1001CZ | Pavement Markings, Reflective (Type III Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 1001DA | Pavement Markings, Non-Reflective | 82,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 1001DB | Topsoil | 1,400 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 1001DC | Topsoiling | 350 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 1001DD | Seeding | 1,800 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| 1001DE | Mulching | 2,600 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 1001DF | Sodding | 3,500 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 1001DG | Restricted Area Badge Holder/Escort | 4000 | Hours | ||
| (01000/1.8.2) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 1001AA through 1001DG) |
&A Page &P
Option 2
| Attachment 10 | SOLICITATION NO. | ||||
| 7 Jul 17 | FA4497-17-R-0005 | ||||
| CONTRACT NO. | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141086 | |||||
| OPTION YEAR TWO | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001AA | Remove Existing Asphalt | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 2001AB | Remove Existing Asphalt | 175,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 2001AC | Remove Existing Concrete | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 2001AD | Remove Existing Concrete | 8,700 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 2001AE | Saw Cutting, Asphalt Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 2001AF | Saw Cutting, Concrete Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 2001AG | Remove Catch Basins, Manholes, and | 15 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 2001AH | Silt Fence | 500 | LF | $0.00 | |
| (02220/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001AJ | Stabilized Construction Entrance | 900 | SY | $0.00 | |
| (02220/1.3.2 & 1.4.2) | |||||
| 2001AK | Storm Drain Inlet Protection | 15 | EA | $0.00 | |
| (02220/1.3.3 & 1.4.3) | |||||
| 2001AL | Earthwork Excavation | 2500 | CY | $0.00 | |
| (02225/1.3.1 &1.4.1) | |||||
| 2001AM | Borrow, Type C | 500 | CY | $0.00 | |
| (02225/1.3.2 & 1.4.2) | |||||
| 2001AN | Soil Stabilization Fabric | 5,000 | SY | $0.00 | |
| (02231/1.5.1 & 1.6.1) | |||||
| 2001AP | Crushed-Aggregate Sub-Base Course | 900 | CY | $0.00 | |
| (02231/1.5.2 & 1.6.2) | |||||
| 2001AQ | Graded-Crushed-Aggregate Base Course | 900 | CY | $0.00 | |
| (02233/1.4.1 & 1.5.1) | |||||
| 2001AR | Preparation of Existing Base Course | 3,000 | SY | $0.00 | |
| (02233/1.4.2 & 1.5.2) | |||||
| 2001AS | Soil Sterilization | 1,500 | SY | $0.00 | |
| (02233/1.4.3 & 1.5.3) | |||||
| 2001AT | Excavation and Backfill for Pipe Trenches | 350 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 2001AU | Reinforced Concrete Pipe, 12-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 2001AV | Reinforced Concrete Pipe, 15-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 2001AW | Reinforced Concrete Pipe, 18-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001AX | Reinforced Concrete Pipe, 24-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 2001AY | Reinforced Concrete Pipe, 30-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 2001AZ | Reinforced Concrete Pipe, 36-Inch | 150 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 2001BA | PVC Pipe, Schedule 80, 4-Inch | 50 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 2001BB | PVC Pipe, Schedule 80, 8-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 2001BC | PVC Pipe, Schedule 80, 12-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 2001BD | PVC Pipe, Schedule 80, 16-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 2001BE | Concrete | 70 | CY | $0.00 | |
| (Up to 75 CY per Work Request) | |||||
| (02513/1.3.11 & 1.3.2.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001BF | Concrete | 2,300 | CY | $0.00 | |
| (Greater than 75 CY per Work Request) | |||||
| (02513/1.3.1.1 & 1.3.2.1) | |||||
| 2001BG | Dowels | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 2001BH | Tie-Bars | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 2001BJ | Drainage Inlet, Type 1 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 2001BK | Drainage Inlet, Type 2 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 2001BL | Drainage Inlet, Type 3 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 2001BM | Manhole | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 2001BN | Drainage Inlet Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 2001BP | Manhole Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 2001BQ | Drainage Inlet Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 2001BR | Manhole Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 2001BS | Water Valve Box Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.3 & 1.6.3) | |||||
| 2001BT | Drainage Inlet and Manhole Frame Extension | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 2001CA | Water Valve Box Extension Ring | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 2001CB | Concrete for Concrete Structures | 70 | CY | $0.00 | |
| (02530/1.3.1 & 1.4.1) | |||||
| 2001CC | Reinforcement for Concrete Structures | 3,500 | LB | $0.00 | |
| (02530/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001CD | Welded Steel Wire Fabric, 6x6 | 350 | SY | $0.00 | |
| (02540/1.3 & 1.4) | |||||
| 2001CE | Cracking and Seating Concrete Pavement | 10,000 | SY-IN | $0.00 | |
| (02550/1.3 & 1.4) | |||||
| 2001CF | Ground Rod/Tie-Down Anchor | 10 | EA | $0.00 | |
| (02552/1.6 & 1.7) | |||||
| 2001CG | Pavement Fabric | 1750 | SY | $0.00 | |
| (02555/1.4 & 1.5) | |||||
| 2001CH | Bituminous Concrete Pavement | 70 | TN | $0.00 | |
| Up to 30 TN per Work Request | |||||
| (02557/1.13) | |||||
| 2001CJ | Bituminous Concrete Pavement | 175 | TN | $0.00 | |
| 30 to 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 2001CK | Bituminous Concrete Pavement | 8,000 | TN | $0.00 | |
| Greater than 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 2001CL | Spall Repair, Rapid Hardening | 200 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 2001CM | Spall Repair, Concrete | 1,800 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 2001CN | Fuel-Resistant Sealing | 8,700 | SY | $0.00 | |
| (02584/1.3 & 1.4) | |||||
| 2001CP | Coal-Tar Sealer/Rejuvenator | 9,000 | SY | $0.00 | |
| (02585/1.14 & 1.15) | |||||
| 2001CQ | Field Molded Joint Sealing, Jet Fuel | 4,800 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 2001CR | Field Molded Joint Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001CS | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 2001CT | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 2001CU | Preformed Elastomeric Joint Seal | 350 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 2001CV | Preformed Elastomeric Joint Seal | 175 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 2001CW | Crack Sealing Bituminous Pavement | 1,750 | LF | $0.00 | |
| Up to 1/2-inch | |||||
| (02594/1.3 & 1.4) | |||||
| 2001CX | Paint Removal | 25,000 | SF | $0.00 | |
| (02600/3.6.1 & 3.7.1) | |||||
| 2001CY | Pavement Markings, Reflective (Type I Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 2001CZ | Pavement Markings, Reflective (Type III Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 2001DA | Pavement Markings, Non-Reflective | 82,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 2001DB | Topsoil | 1,400 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 2001DC | Topsoiling | 350 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 2001DD | Seeding | 1,800 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| 2001DE | Mulching | 2,600 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 2001DF | Sodding | 3,500 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 2001DG | Restricted Area Badge Holder/Escort | 4000 | Hours | ||
| (01000/1.8.2) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 2001AA through 2001DG) |
&A Page &P
Option 3
| Attachment 10 | SOLICITATION NO. | ||||
| 7 Jul 17 | FA4497-17-R-0005 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141086 | |||||
| OPTION YEAR THREE | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001AA | Remove Existing Asphalt | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 3001AB | Remove Existing Asphalt | 175,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 3001AC | Remove Existing Concrete | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 3001AD | Remove Existing Concrete | 8,700 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 3001AE | Saw Cutting, Asphalt Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 3001AF | Saw Cutting, Concrete Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 3001AG | Remove Catch Basins, Manholes, and | 15 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 3001AH | Silt Fence | 500 | LF | $0.00 | |
| (02220/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001AJ | Stabilized Construction Entrance | 900 | SY | $0.00 | |
| (02220/1.3.2 & 1.4.2) | |||||
| 3001AK | Storm Drain Inlet Protection | 15 | EA | $0.00 | |
| (02220/1.3.3 & 1.4.3) | |||||
| 3001AL | Earthwork Excavation | 2500 | CY | $0.00 | |
| (02225/1.3.1 &1.4.1) | |||||
| 3001AM | Borrow, Type C | 500 | CY | $0.00 | |
| (02225/1.3.2 & 1.4.2) | |||||
| 3001AN | Soil Stabilization Fabric | 5,000 | SY | $0.00 | |
| (02231/1.5.1 & 1.6.1) | |||||
| 3001AP | Crushed-Aggregate Sub-Base Course | 900 | CY | $0.00 | |
| (02231/1.5.2 & 1.6.2) | |||||
| 3001AQ | Graded-Crushed-Aggregate Base Course | 900 | CY | $0.00 | |
| (02233/1.4.1 & 1.5.1) | |||||
| 3001AR | Preparation of Existing Base Course | 3,000 | SY | $0.00 | |
| (02233/1.4.2 & 1.5.2) | |||||
| 3001AS | Soil Sterilization | 1,500 | SY | $0.00 | |
| (02233/1.4.3 & 1.5.3) | |||||
| 3001AT | Excavation and Backfill for Pipe Trenches | 350 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 3001AU | Reinforced Concrete Pipe, 12-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 3001AV | Reinforced Concrete Pipe, 15-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 3001AW | Reinforced Concrete Pipe, 18-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001AX | Reinforced Concrete Pipe, 24-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 3001AY | Reinforced Concrete Pipe, 30-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 3001AZ | Reinforced Concrete Pipe, 36-Inch | 150 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 3001BA | PVC Pipe, Schedule 80, 4-Inch | 50 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 3001BB | PVC Pipe, Schedule 80, 8-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 3001BC | PVC Pipe, Schedule 80, 12-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 3001BD | PVC Pipe, Schedule 80, 16-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 3001BE | Concrete | 70 | CY | $0.00 | |
| (Up to 75 CY per Work Request) | |||||
| (02513/1.3.11 & 1.3.2.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001BF | Concrete | 2,300 | CY | $0.00 | |
| (Greater than 75 CY per Work Request) | |||||
| (02513/1.3.1.1 & 1.3.2.1) | |||||
| 3001BG | Dowels | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 3001BH | Tie-Bars | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 3001BJ | Drainage Inlet, Type 1 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 3001BK | Drainage Inlet, Type 2 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 3001BL | Drainage Inlet, Type 3 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 3001BM | Manhole | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 3001BN | Drainage Inlet Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 3001BP | Manhole Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 3001BQ | Drainage Inlet Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 3001BR | Manhole Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 3001BS | Water Valve Box Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.3 & 1.6.3) | |||||
| 3001BT | Drainage Inlet and Manhole Frame Extension | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 3001CA | Water Valve Box Extension Ring | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 3001CB | Concrete for Concrete Structures | 70 | CY | $0.00 | |
| (02530/1.3.1 & 1.4.1) | |||||
| 3001CC | Reinforcement for Concrete Structures | 3,500 | LB | $0.00 | |
| (02530/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001CD | Welded Steel Wire Fabric, 6x6 | 350 | SY | $0.00 | |
| (02540/1.3 & 1.4) | |||||
| 3001CE | Cracking and Seating Concrete Pavement | 10,000 | SY-IN | $0.00 | |
| (02550/1.3 & 1.4) | |||||
| 3001CF | Ground Rod/Tie-Down Anchor | 10 | EA | $0.00 | |
| (02552/1.6 & 1.7) | |||||
| 3001CG | Pavement Fabric | 1750 | SY | $0.00 | |
| (02555/1.4 & 1.5) | |||||
| 3001CH | Bituminous Concrete Pavement | 70 | TN | $0.00 | |
| Up to 30 TN per Work Request | |||||
| (02557/1.13) | |||||
| 3001CJ | Bituminous Concrete Pavement | 175 | TN | $0.00 | |
| 30 to 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 3001CK | Bituminous Concrete Pavement | 8,000 | TN | $0.00 | |
| Greater than 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 3001CL | Spall Repair, Rapid Hardening | 200 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 3001CM | Spall Repair, Concrete | 1,800 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 3001CN | Fuel-Resistant Sealing | 8,700 | SY | $0.00 | |
| (02584/1.3 & 1.4) | |||||
| 3001CP | Coal-Tar Sealer/Rejuvenator | 9,000 | SY | $0.00 | |
| (02585/1.14 & 1.15) | |||||
| 3001CQ | Field Molded Joint Sealing, Jet Fuel | 4,800 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 3001CR | Field Molded Joint Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001CS | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 3001CT | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 3001CU | Preformed Elastomeric Joint Seal | 350 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 3001CV | Preformed Elastomeric Joint Seal | 175 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 3001CW | Crack Sealing Bituminous Pavement | 1,750 | LF | $0.00 | |
| Up to 1/2-inch | |||||
| (02594/1.3 & 1.4) | |||||
| 3001CX | Paint Removal | 25,000 | SF | $0.00 | |
| (02600/3.6.1 & 3.7.1) | |||||
| 3001CY | Pavement Markings, Reflective (Type I Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 3001CZ | Pavement Markings, Reflective (Type III Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 3001DA | Pavement Markings, Non-Reflective | 82,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 3001DB | Topsoil | 1,400 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 3001DC | Topsoiling | 350 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 3001DD | Seeding | 1,800 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| 3001DE | Mulching | 2,600 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 3001DF | Sodding | 3,500 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 3001DG | Restricted Area Badge Holder/Escort | 4000 | Hours | ||
| (01000/1.8.2) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 3001AA through 3001DG) |
&A Page &P
Option 4
| Attachment 10 | SOLICITATION NO. | ||||
| 7 Jul 17 | FA4497-17-R-0005 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141086 | |||||
| OPTION YEAR FOUR | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001AA | Remove Existing Asphalt | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 4001AB | Remove Existing Asphalt | 175,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 4001AC | Remove Existing Concrete | 2,800 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 4001AD | Remove Existing Concrete | 8,700 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 4001AE | Saw Cutting, Asphalt Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 4001AF | Saw Cutting, Concrete Pavement | 350 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 4001AG | Remove Catch Basins, Manholes, and | 15 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 4001AH | Silt Fence | 500 | LF | $0.00 | |
| (02220/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001AJ | Stabilized Construction Entrance | 900 | SY | $0.00 | |
| (02220/1.3.2 & 1.4.2) | |||||
| 4001AK | Storm Drain Inlet Protection | 15 | EA | $0.00 | |
| (02220/1.3.3 & 1.4.3) | |||||
| 4001AL | Earthwork Excavation | 2500 | CY | $0.00 | |
| (02225/1.3.1 &1.4.1) | |||||
| 4001AM | Borrow, Type C | 500 | CY | $0.00 | |
| (02225/1.3.2 & 1.4.2) | |||||
| 4001AN | Soil Stabilization Fabric | 5,000 | SY | $0.00 | |
| (02231/1.5.1 & 1.6.1) | |||||
| 4001AP | Crushed-Aggregate Sub-Base Course | 900 | CY | $0.00 | |
| (02231/1.5.2 & 1.6.2) | |||||
| 4001AQ | Graded-Crushed-Aggregate Base Course | 900 | CY | $0.00 | |
| (02233/1.4.1 & 1.5.1) | |||||
| 4001AR | Preparation of Existing Base Course | 3,000 | SY | $0.00 | |
| (02233/1.4.2 & 1.5.2) | |||||
| 4001AS | Soil Sterilization | 1,500 | SY | $0.00 | |
| (02233/1.4.3 & 1.5.3) | |||||
| 4001AT | Excavation and Backfill for Pipe Trenches | 350 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 4001AU | Reinforced Concrete Pipe, 12-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AV | Reinforced Concrete Pipe, 15-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AW | Reinforced Concrete Pipe, 18-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001AX | Reinforced Concrete Pipe, 24-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AY | Reinforced Concrete Pipe, 30-Inch | 350 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AZ | Reinforced Concrete Pipe, 36-Inch | 150 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001BA | PVC Pipe, Schedule 80, 4-Inch | 50 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BB | PVC Pipe, Schedule 80, 8-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BC | PVC Pipe, Schedule 80, 12-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BD | PVC Pipe, Schedule 80, 16-Inch | 70 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BE | Concrete | 70 | CY | $0.00 | |
| (Up to 75 CY per Work Request) | |||||
| (02513/1.3.11 & 1.3.2.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001BF | Concrete | 2,300 | CY | $0.00 | |
| (Greater than 75 CY per Work Request) | |||||
| (02513/1.3.1.1 & 1.3.2.1) | |||||
| 4001BG | Dowels | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 4001BH | Tie-Bars | 175 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 4001BJ | Drainage Inlet, Type 1 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BK | Drainage Inlet, Type 2 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BL | Drainage Inlet, Type 3 | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BM | Manhole | 10 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BN | Drainage Inlet Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 4001BP | Manhole Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 4001BQ | Drainage Inlet Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 4001BR | Manhole Casting | 10 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 4001BS | Water Valve Box Adjustment | 10 | EA | $0.00 | |
| (02525/1.5.3 & 1.6.3) | |||||
| 4001BT | Drainage Inlet and Manhole Frame Extension | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 4001CA | Water Valve Box Extension Ring | 2 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 4001CB | Concrete for Concrete Structures | 70 | CY | $0.00 | |
| (02530/1.3.1 & 1.4.1) | |||||
| 4001CC | Reinforcement for Concrete Structures | 3,500 | LB | $0.00 | |
| (02530/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001CD | Welded Steel Wire Fabric, 6x6 | 350 | SY | $0.00 | |
| (02540/1.3 & 1.4) | |||||
| 4001CE | Cracking and Seating Concrete Pavement | 10,000 | SY-IN | $0.00 | |
| (02550/1.3 & 1.4) | |||||
| 4001CF | Ground Rod/Tie-Down Anchor | 10 | EA | $0.00 | |
| (02552/1.6 & 1.7) | |||||
| 4001CG | Pavement Fabric | 1750 | SY | $0.00 | |
| (02555/1.4 & 1.5) | |||||
| 4001CH | Bituminous Concrete Pavement | 70 | TN | $0.00 | |
| Up to 30 TN per Work Request | |||||
| (02557/1.13) | |||||
| 4001CJ | Bituminous Concrete Pavement | 175 | TN | $0.00 | |
| 30 to 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 4001CK | Bituminous Concrete Pavement | 8,000 | TN | $0.00 | |
| Greater than 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 4001CL | Spall Repair, Rapid Hardening | 200 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 4001CM | Spall Repair, Concrete | 1,800 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 4001CN | Fuel-Resistant Sealing | 8,700 | SY | $0.00 | |
| (02584/1.3 & 1.4) | |||||
| 4001CP | Coal-Tar Sealer/Rejuvenator | 9,000 | SY | $0.00 | |
| (02585/1.14 & 1.15) | |||||
| 4001CQ | Field Molded Joint Sealing, Jet Fuel | 4,800 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 4001CR | Field Molded Joint Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001CS | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 4001CT | Field Molded Crack Sealing, Jet Fuel | 350 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 4001CU | Preformed Elastomeric Joint Seal | 350 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 4001CV | Preformed Elastomeric Joint Seal | 175 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 4001CW | Crack Sealing Bituminous Pavement | 1,750 | LF | $0.00 | |
| Up to 1/2-inch | |||||
| (02594/1.3 & 1.4) | |||||
| 4001CX | Paint Removal | 25,000 | SF | $0.00 | |
| (02600/3.6.1 & 3.7.1) | |||||
| 4001CY | Pavement Markings, Reflective (Type I Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 4001CZ | Pavement Markings, Reflective (Type III Beads) | 300,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 4001DA | Pavement Markings, Non-Reflective | 82,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 4001DB | Topsoil | 1,400 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 4001DC | Topsoiling | 350 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 4001DD | Seeding | 1,800 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| 4001DE | Mulching | 2,600 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 4001DF | Sodding | 3,500 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 4001DG | Restricted Area Badge Holder/Escort | 4000 | Hours | ||
| (01000/1.8.2) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 4001AA through 4001DG) |
&A Page &P
6 Month Extension
| Attachment 10 | SOLICITATION NO. | ||||
| 7 Jul 17 | FA4497-17-R-0005 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141086 | |||||
| OPTION YEAR FOUR | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001AA | Remove Existing Asphalt | 1,400 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 4001AB | Remove Existing Asphalt | 87,500 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 4001AC | Remove Existing Concrete | 1,400 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.8.1 & 1.9.1) | |||||
| 4001AD | Remove Existing Concrete | 4,350 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02115/1.3 & 1.4) | |||||
| 4001AE | Saw Cutting, Asphalt Pavement | 175 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 4001AF | Saw Cutting, Concrete Pavement | 175 | LF-IN | $0.00 | |
| (02110/1.8.3 & 1.9.3) | |||||
| 4001AG | Remove Catch Basins, Manholes, and | 8 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 4001AH | Silt Fence | 250 | LF | $0.00 | |
| (02220/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001AJ | Stabilized Construction Entrance | 450 | SY | $0.00 | |
| (02220/1.3.2 & 1.4.2) | |||||
| 4001AK | Storm Drain Inlet Protection | 8 | EA | $0.00 | |
| (02220/1.3.3 & 1.4.3) | |||||
| 4001AL | Earthwork Excavation | 1250 | CY | $0.00 | |
| (02225/1.3.1 &1.4.1) | |||||
| 4001AM | Borrow, Type C | 250 | CY | $0.00 | |
| (02225/1.3.2 & 1.4.2) | |||||
| 4001AN | Soil Stabilization Fabric | 2,500 | SY | $0.00 | |
| (02231/1.5.1 & 1.6.1) | |||||
| 4001AP | Crushed-Aggregate Sub-Base Course | 450 | CY | $0.00 | |
| (02231/1.5.2 & 1.6.2) | |||||
| 4001AQ | Graded-Crushed-Aggregate Base Course | 450 | CY | $0.00 | |
| (02233/1.4.1 & 1.5.1) | |||||
| 4001AR | Preparation of Existing Base Course | 1,500 | SY | $0.00 | |
| (02233/1.4.2 & 1.5.2) | |||||
| 4001AS | Soil Sterilization | 750 | SY | $0.00 | |
| (02233/1.4.3 & 1.5.3) | |||||
| 4001AT | Excavation and Backfill for Pipe Trenches | 175 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 4001AU | Reinforced Concrete Pipe, 12-Inch | 175 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AV | Reinforced Concrete Pipe, 15-Inch | 175 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AW | Reinforced Concrete Pipe, 18-Inch | 175 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001AX | Reinforced Concrete Pipe, 24-Inch | 175 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AY | Reinforced Concrete Pipe, 30-Inch | 175 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001AZ | Reinforced Concrete Pipe, 36-Inch | 75 | LF | $0.00 | |
| (02410/1.3 & 1.4) | |||||
| 4001BA | PVC Pipe, Schedule 80, 4-Inch | 25 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BB | PVC Pipe, Schedule 80, 8-Inch | 35 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BC | PVC Pipe, Schedule 80, 12-Inch | 35 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BD | PVC Pipe, Schedule 80, 16-Inch | 35 | LF | $0.00 | |
| (02420/1.3 & 1.4) | |||||
| 4001BE | Concrete | 35 | CY | $0.00 | |
| (Up to 75 CY per Work Request) | |||||
| (02513/1.3.11 & 1.3.2.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001BF | Concrete | 1,150 | CY | $0.00 | |
| (Greater than 75 CY per Work Request) | |||||
| (02513/1.3.1.1 & 1.3.2.1) | |||||
| 4001BG | Dowels | 88 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 4001BH | Tie-Bars | 88 | EA | $0.00 | |
| (02513/1.3.1.6 & 1.3.2.4) | |||||
| 4001BJ | Drainage Inlet, Type 1 | 5 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BK | Drainage Inlet, Type 2 | 5 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BL | Drainage Inlet, Type 3 | 5 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BM | Manhole | 5 | EA | $0.00 | |
| (02520/1.4 & 1.5.1) | |||||
| 4001BN | Drainage Inlet Adjustment | 5 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 4001BP | Manhole Adjustment | 5 | EA | $0.00 | |
| (02525/1.5.1 & 1.6.1) | |||||
| 4001BQ | Drainage Inlet Casting | 5 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 4001BR | Manhole Casting | 5 | EA | $0.00 | |
| (02525/1.5.2 & 1.6.2) | |||||
| 4001BS | Water Valve Box Adjustment | 5 | EA | $0.00 | |
| (02525/1.5.3 & 1.6.3) | |||||
| 4001BT | Drainage Inlet and Manhole Frame Extension | 1 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 4001CA | Water Valve Box Extension Ring | 1 | EA-IN | $0.00 | |
| (02525/1.5.4 & 1.6.4) | |||||
| 4001CB | Concrete for Concrete Structures | 35 | CY | $0.00 | |
| (02530/1.3.1 & 1.4.1) | |||||
| 4001CC | Reinforcement for Concrete Structures | 1,750 | LB | $0.00 | |
| (02530/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001CD | Welded Steel Wire Fabric, 6x6 | 175 | SY | $0.00 | |
| (02540/1.3 & 1.4) | |||||
| 4001CE | Cracking and Seating Concrete Pavement | 5,000 | SY-IN | $0.00 | |
| (02550/1.3 & 1.4) | |||||
| 4001CF | Ground Rod/Tie-Down Anchor | 5 | EA | $0.00 | |
| (02552/1.6 & 1.7) | |||||
| 4001CG | Pavement Fabric | 875 | SY | $0.00 | |
| (02555/1.4 & 1.5) | |||||
| 4001CH | Bituminous Concrete Pavement | 35 | TN | $0.00 | |
| Up to 30 TN per Work Request | |||||
| (02557/1.13) | |||||
| 4001CJ | Bituminous Concrete Pavement | 88 | TN | $0.00 | |
| 30 to 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 4001CK | Bituminous Concrete Pavement | 4,000 | TN | $0.00 | |
| Greater than 165 TN per Work Request | |||||
| (02557/1.13) | |||||
| 4001CL | Spall Repair, Rapid Hardening | 100 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 4001CM | Spall Repair, Concrete | 900 | SF-IN | $0.00 | |
| (02580/1.4 & 1.5) | |||||
| 4001CN | Fuel-Resistant Sealing | 4,350 | SY | $0.00 | |
| (02584/1.3 & 1.4) | |||||
| 4001CP | Coal-Tar Sealer/Rejuvenator | 4,500 | SY | $0.00 | |
| (02585/1.14 & 1.15) | |||||
| 4001CQ | Field Molded Joint Sealing, Jet Fuel | 2,400 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 4001CR | Field Molded Joint Sealing, Jet Fuel | 175 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT | |
| 4001CS | Field Molded Crack Sealing, Jet Fuel | 175 | LF | $0.00 | |
| Resistant, Up to 1/2-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 4001CT | Field Molded Crack Sealing, Jet Fuel | 175 | LF | $0.00 | |
| Resistant, Up to 3/4-Inch Joint Width | |||||
| (02592/1.3 & 1.4) | |||||
| 4001CU | Preformed Elastomeric Joint Seal | 175 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 4001CV | Preformed Elastomeric Joint Seal | 88 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02593/1.9 & 1.10) | |||||
| 4001CW | Crack Sealing Bituminous Pavement | 875 | LF | $0.00 | |
| Up to 1/2-inch | |||||
| (02594/1.3 & 1.4) | |||||
| 4001CX | Paint Removal | 12,500 | SF | $0.00 | |
| (02600/3.6.1 & 3.7.1) | |||||
| 4001CY | Pavement Markings, Reflective (Type I Beads) | 150,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 4001CZ | Pavement Markings, Reflective (Type III Beads) | 150,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 4001DA | Pavement Markings, Non-Reflective | 41,000 | SF | $0.00 | |
| (02600/3.6.2 & 3.7.2) | |||||
| 4001DB | Topsoil | 700 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 4001DC | Topsoiling | 175 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 4001DD | Seeding | 900 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| 4001DE | Mulching | 1,300 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 4001DF | Sodding | 1,750 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 4001DG | Restricted Area Badge Holder/Escort | 2000 | Hours | ||
| (01000/1.8.2) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 4001AA through 4001DG) |
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Total
| Attachment 10 | SOLICITATION NO. | ||
| 7 Jul 17 | FA4497-17-R-0005 | ||
| CONTRACT NO. | |||
| ESTIMATED COST | BID SCHEDULE | ||
| SUPPLIES OR SERVICES AND PRICE/COST | |||
| PROJECT 141086 | |||
| SUMMARY | |||
| TOTAL ESTIMATED EXTENDED AMOUNT BASE YEAR | $0.00 | ||
| TOTAL ESTIMATED EXTENDED AMOUNT OPTION YEAR ONE | $0.00 | ||
| TOTAL ESTIMATED EXTENDED AMOUNT OPTION YEAR TWO | $0.00 | ||
| TOTAL ESTIMATED EXTENDED AMOUNT OPTION YEAR THREE | $0.00 | ||
| TOTAL ESTIMATED EXTENDED AMOUNT OPTION YEAR FOUR | $0.00 | ||
| TOTAL ESTIMATED EXTENDED AMOUNT SIX MONTH EXTENSION | $0.00 | ||
| TOTAL ESTIMATED EXTENDED AMOUNT ALL YEARS | $0.00 |
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File details come from the government source that posted it. Updated .