Bid Schedule
213 KB Posted
- Attached to
- Repair Base Pavements Requirements Contract Federal contract opportunity
- Solicitation number
- FA4803-11-R-0002
About this file
Exhibit A-Bid Schedule
Text of this file
Base
| BID SCHEDULE | |||||
| SOLICITATION: FA4803-11-R-0002 | |||||
| REPAIR BASE PAVEMENTS VLSB 10-0064 | |||||
| EXHIBIT A | |||||
| Base Year | |||||
| CLIN | Description | ||||
| 1001 | U/I | QTY | PRICE | TOTAL | |
| SITE WORK/GENERAL TASK | |||||
| AA | Mobilization per Delivery Order, | EA | 6 | $ - 0 | |
| AB | Back fill (Unwashed Sand) | TON | 100 | $ - 0 | |
| AC | Back fill (Flowable Fill) | CY | 10 | $ - 0 | |
| AD | Back fill (Pea Gravel) | TON | 10 | $ - 0 | |
| AE | 4 inch sewer line service | LF | 125 | $ - 0 | |
| AF | 4 inch electrical conduit | LF | 125 | $ - 0 | |
| AG | Water line service up to two inch | LF | 50 | $ - 0 | |
| AH | Hauling | CY | 100 | $ - 0 | |
| AI | Key Stone Retaining Wall with Back Fill and footings | LF | 125 | $ - 0 | |
| AJ | Utility Boring, Horizontal, 6 in dia. | LF | 500 | $ - 0 | |
| AK | Utility Boring, Horizontal, 24 in dia. | LF | 250 | $ - 0 | |
| AL | Cross tie timber walls/max 48"H | SF | 1500 | $ - 0 | |
| AM | Top Soil 4 inches thick and spread | SY | 5000 | $ - 0 | |
| $ - 0 | |||||
| EARTH WORK | $ - 0 | ||||
| AN | Sand Clay Fill | CY | 450 | $ - 0 | |
| AO | Surface Preparation | SY | 114000 | $ - 0 | |
| AP | Subgrade Preparation +or-3" | SY | 72000 | $ - 0 | |
| AQ | Unclassified Excavation including haul off site | CY | 1750 | $ - 0 | |
| $ - 0 | |||||
| CLEARING AND GRUBBING | $ - 0 | ||||
| AR | Clearing and grubbing/all roots and stumps1-500 ACRES | ACRE | 1 | $ - 0 | |
| AS | Remove Trees 6 " to 12 " | EA | 24 | $ - 0 | |
| AT | Remove Trees 12 " to 18 " | EA | 24 | $ - 0 | |
| AU | Remove Trees 18 " to 28 " | EA | 12 | $ - 0 | |
| $ - 0 | |||||
| EROSION CONTRTOL | $ - 0 | ||||
| AV | Erosion Control Temporary Seeding /Acre 1-500 | ACRE | 1 | $ - 0 | |
| AW | Silt Fence Erosion Control Temporary Seeding 1 to 2500 | LF | 1 | $ - 0 | |
| AX | Anchored Straw Bale | EA | 50 | $ - 0 | |
| $ - 0 | |||||
| STORM WATER | $ - 0 | ||||
| AY | Headwalls 8 inch Thick x 15 Long x 5' H RPCC | CY | 200 | $ - 0 | |
| AZ | 4' Dia. Manhole 6 ' Deep precast concrete w/frame & cover | EA | 10 | $ - 0 | |
| BA | 18 Inch RCP Class III | LF | 150 | $ - 0 | |
| BB | 24 Inch RCP Class III | LF | 225 | $ - 0 | |
| BC | 36 Inch RCP Class III | LF | 100 | $ - 0 | |
| BD | Reset Valve Box | EA | 100 | $ - 0 | |
| BE | 4" Plastic Under drain with Sock | LF | 250 | $ - 0 | |
| BF | Convert Inlets w/frame and grate | EA | 2 | $ - 0 | |
| BG | Florida Catch Basin | EA | 5 | $ - 0 | |
| $ - 0 | |||||
| ASPHALT PAVING | $ - 0 | ||||
| BH | Asphalt Emulsion | SY | 100 | $ - 0 | |
| BI | Petrotac Fabric | SF | 100 | $ - 0 | |
| BJ | Hand Asphalt Placement | TON | 100 | $ - 0 | |
| BK | Slurry Seal | SY | 14000 | $ - 0 | |
| BL | Pot Hole Repair (per/SY) | SY | 50 | $ - 0 | |
| BM | Crack Seal | LF | 650 | $ - 0 | |
| BN | 6 inch SABC # 1 Base Course | TON | 2400 | $ - 0 | |
| BO | 3 inch AC Binder Course | TON | 50 | $ - 0 | |
| BP | AC Surface Course Per Inch | TON | 1500 | $ - 0 | |
| BQ | Surface Sterilization | SY | 3500 | $ - 0 | |
| BR | Asphalt Pavement Removal Per Inch thickness (asphalt) 1 to 25,000.00 | SY | 25000 | $ - 0 | |
| BS | reflective yellow/with layout | SF | 10000 | $ - 0 | |
| BT | reflective white/with layout | SF | 5000 | $ - 0 | |
| BU | Prime Coat | SY | 1000 | $ - 0 | |
| BV | Haul Spread Asphalt Millings | TON | 50 | $ - 0 | |
| BW | Demo Curb & Gutter | LF | 1000 | $ - 0 | |
| BX | Hooded Catch basin 2x3x4 | EA | 2 | $ - 0 | |
| BY | Slurry seal Emulsion | SY | 1200 | $ - 0 | |
| BZ | Rem /Reinstall wheel stops | EA | 25 | $ - 0 | |
| CA | New Wheel Stops | EA | 50 | $ - 0 | |
| CB | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CC | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CD | Demo Wheel Stops | EA | 10 | $ - 0 | |
| $ - 0 | |||||
| GRASSING | $ - 0 | ||||
| CE | Bermuda Sod 419 | SY | 1000 | $ - 0 | |
| CF | Hydro seed large area's 80,000 to 350,000 | SY | 100000 | $ - 0 | |
| CG | Centipede Sod | SY | 250 | $ - 0 | |
| CH | Hydroseed and Finish Grade 1 to 80,000 | SY | 10000 | $ - 0 | |
| $ - 0 | |||||
| CONCRETE PAVING | $ - 0 | ||||
| CI | New 24 Inch Concrete Curb and Gutter | LF | 600 | $ - 0 | |
| CJ | Replace 24 inch Concrete Curb and Gutter | LF | 1500 | $ - 0 | |
| CK | Remove and Replace Sidewalk 4" thick (0-200 SF) | SF | 10 | $ - 0 | |
| CL | Remove and Replace Sidewalk 4" thick (over 200 SF) | SF | 1250 | $ - 0 | |
| CM | New Sidewalk 4 Inches (0-200 SF) | SF | 100 | $ - 0 | |
| CN | New Side Walk 4 Inches Thick (over 200 SF) | SF | 300 | $ - 0 | |
| CO | Install 650 flex PCC pavement 14" thick>5000<10000 | SY | 5000 | $ - 0 | |
| CP | Install 650 flex PCC pavement 14" thick>1000<5000 | SY | 1250 | $ - 0 | |
| CQ | Install 650 flex PCC pavement 14" thick>1<1000 | SY | 250 | $ - 0 | |
| CR | Partial depth spall repairs-epoxy bonded PCC | SF | 125 | $ - 0 | |
| CS | Full depth (up to T=14") spall repair | SF | 125 | $ - 0 | |
| CT | Provide/install 1" dia smooth dowels-24"L,drill&epoxy | EA | 50 | $ - 0 | |
| CU | Provide/install 1-1/2" dia smooth dowels-24"L,drill&epoxy | EA | 200 | $ - 0 | |
| CV | Provide/install #3 rebars, 0.376LBS/LF | PND | 625 | $ - 0 | |
| CW | Provide/install #4 rebars, 0.668LBS/LF | PND | 1250 | $ - 0 | |
| CX | Provide/install #5 rebars, 1.043LBS/LF | PND | 1250 | $ - 0 | |
| CY | Provide/install #5 deformed tie bars-2.5' L (new pavement) | EA | 375 | $ - 0 | |
| CZ | Provide/install 3/4" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DA | Provide/install 1" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DB | Provide/install 1-1/2" dia smooth dowels-24"L (new pavement) | EA | 200 | $ - 0 | |
| DC | Provide/install expansion joint 3/4" cork | SF | 375 | $ - 0 | |
| DD | Provide/install expansion joint 1-1/2" cork | SF | 625 | $ - 0 | |
| DE | Provide & install aircraft tie-down | EA | 4 | $ - 0 | |
| DF | Weld wire mesh W2.5 x W2.5 | SF | 500 | $ - 0 | |
| DG | Concrete joint resealing incl backer mat'l replacement | LF | 1000 | $ - 0 | |
| DH | Crack routing/sealing (PCC) using crack saw | LF | 100 | $ - 0 | |
| DI | Crack routing/sealing (PCC) using crack saw (up to 2"W) | LF | 50 | $ - 0 | |
| DJ | Saw cut reservoir then provide & install joint sealant & backer mat'l | LF | 1800 | $ - 0 | |
| DK | Joint seal neopherene compression seal | LF | 5000 | $ - 0 | |
| DL | Sawcutting concrete to 4" 1 to 1000 | LF | 100 | $ - 0 | |
| DM | Sawcutting concrete full depth / LF inch | LF | 40000 | $ - 0 | |
| DN | Concrete Driveways 4" thick 1 to 100 SQ-YD, fiber mesh reinforced with 6 inch thickened edge see detail in Section 03300 | SY | 440 | $ - 0 | |
| DO | Expansion Board 4" wide (fiber) 1/2 thick | LF | 125 | $ - 0 | |
| DP | Expansion Board 14" wide (Cork) 1/2 thick | LF | 2500 | $ - 0 | |
| DQ | Joint sealer 1/2" wide with backer rod 1 to 100000 LF(Silicone) to include green saw and widen joint | LF | 500 | $ - 0 | |
| DR | Joint sealer 1/2" wide with backer rod 10000 to 50000 LF(Silicone) to include green saw and widen joint | LF | 5000 | $ - 0 | |
| DS | Remove Concrete Pavement 1" to 6 thick with disposal | SY | 500 | $ - 0 | |
| DT | Remove Concrete Pavement 6" to 14" thick with disposal | SY | 5000 | $ - 0 | |
| DU | Install 650 Flex concrete PCC per inch thickness per Square Yard to include white pigmented curing compound | SY | 26000 | $ - 0 | |
| $ - 0 | |||||
| PAVEMENT MARKINGS | $ - 0 | ||||
| DV | Paint Removal Air Field 0to 50,000 SF | SF | 50000 | $ - 0 | |
| DW | Paint Removal Air Field 50,000to 100,000 SF | SF | 100000 | $ - 0 | |
| DX | Paint Removal Air Field 100,000 to Infinity | SF | 100000 | $ - 0 | |
| DY | Rubber Removal Airfield 0 to 400,000 | SF | 400000 | $ - 0 | |
| DZ | reflective yellow/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EA | Reflective white/with layout <10000 | SF | 9999 | $ - 0 | |
| EB | reflective white/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EC | Black Non Reflective >5000 <100000 | SF | 5000 | $ - 0 | |
| ED | Yellow Non Reflective >10000<75,000 | SF | 10000 | $ - 0 | |
| EE | Red Non Reflective <5000 | SF | 5000 | $ - 0 | |
| EF | Red Non Reflective >5000 <75000 | SF | 75000 | $ - 0 | |
| $ - 0 | |||||
| Chain Link Fence& Gates | $ - 0 | ||||
| EG | 6 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EH | 7 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EI | Double Gate's with 25x6 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EJ | Double Gate's with 25x7 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EK | Personal Gate 4 x 6 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| EL | Personal Gate 4 x 7 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| Total | $ - 0 |
&CPage &P of &[6
OptionYear1
| BID SCHEDULE | |||||
| SOLICITATION: FA4803-11-R-0002 | |||||
| REPAIR BASE PAVEMENTS VLSB 10-0064 | |||||
| EXHIBIT A | |||||
| Option Year 1 | |||||
| CLIN | Description | ||||
| 1001 | U/I | QTY | PRICE | TOTAL | |
| SITE WORK/GENERAL TASK | |||||
| AA | Mobilization per Delivery Order, | EA | 6 | $ - 0 | |
| AB | Back fill (Unwashed Sand) | TON | 100 | $ - 0 | |
| AC | Back fill (Flowable Fill) | CY | 10 | $ - 0 | |
| AD | Back fill (Pea Gravel) | TON | 10 | $ - 0 | |
| AE | 4 inch sewer line service | LF | 125 | $ - 0 | |
| AF | 4 inch electrical conduit | LF | 125 | $ - 0 | |
| AG | Water line service up to two inch | LF | 50 | $ - 0 | |
| AH | Hauling | CY | 100 | $ - 0 | |
| AI | Key Stone Retaining Wall with Back Fill and footings | LF | 125 | $ - 0 | |
| AJ | Utility Boring, Horizontal, 6 in dia. | LF | 500 | $ - 0 | |
| AK | Utility Boring, Horizontal, 24 in dia. | LF | 250 | $ - 0 | |
| AL | Cross tie timber walls/max 48"H | SF | 1500 | $ - 0 | |
| AM | Top Soil 4 inches thick and spread | SY | 5000 | $ - 0 | |
| $ - 0 | |||||
| EARTH WORK | $ - 0 | ||||
| AN | Sand Clay Fill | CY | 450 | $ - 0 | |
| AO | Surface Preparation | SY | 114000 | $ - 0 | |
| AP | Subgrade Preparation +or-3" | SY | 72000 | $ - 0 | |
| AQ | Unclassified Excavation including haul off site | CY | 1750 | $ - 0 | |
| $ - 0 | |||||
| CLEARING AND GRUBBING | $ - 0 | ||||
| AR | Clearing and grubbing/all roots and stumps1-500 ACRES | ACRE | 1 | $ - 0 | |
| AS | Remove Trees 6 " to 12 " | EA | 24 | $ - 0 | |
| AT | Remove Trees 12 " to 18 " | EA | 24 | $ - 0 | |
| AU | Remove Trees 18 " to 28 " | EA | 12 | $ - 0 | |
| $ - 0 | |||||
| EROSION CONTRTOL | $ - 0 | ||||
| AV | Erosion Control Temporary Seeding /Acre 1-500 | ACRE | 1 | $ - 0 | |
| AW | Silt Fence Erosion Control Temporary Seeding 1 to 2500 | LF | 1 | $ - 0 | |
| AX | Anchored Straw Bale | EA | 50 | $ - 0 | |
| $ - 0 | |||||
| STORM WATER | $ - 0 | ||||
| AY | Headwalls 8 inch Thick x 15 Long x 5' H RPCC | CY | 200 | $ - 0 | |
| AZ | 4' Dia. Manhole 6 ' Deep precast concrete w/frame & cover | EA | 10 | $ - 0 | |
| BA | 18 Inch RCP Class III | LF | 150 | $ - 0 | |
| BB | 24 Inch RCP Class III | LF | 225 | $ - 0 | |
| BC | 36 Inch RCP Class III | LF | 100 | $ - 0 | |
| BD | Reset Valve Box | EA | 100 | $ - 0 | |
| BE | 4" Plastic Under drain with Sock | LF | 250 | $ - 0 | |
| BF | Convert Inlets w/frame and grate | EA | 2 | $ - 0 | |
| BG | Florida Catch Basin | EA | 5 | $ - 0 | |
| $ - 0 | |||||
| ASPHALT PAVING | $ - 0 | ||||
| BH | Asphalt Emulsion | SY | 100 | $ - 0 | |
| BI | Petrotac Fabric | SF | 100 | $ - 0 | |
| BJ | Hand Asphalt Placement | TON | 100 | $ - 0 | |
| BK | Slurry Seal | SY | 14000 | $ - 0 | |
| BL | Pot Hole Repair (per/SY) | SY | 50 | $ - 0 | |
| BM | Crack Seal | LF | 650 | $ - 0 | |
| BN | 6 inch SABC # 1 Base Course | TON | 2400 | $ - 0 | |
| BO | 3 inch AC Binder Course | TON | 50 | $ - 0 | |
| BP | AC Surface Course Per Inch | TON | 1500 | $ - 0 | |
| BQ | Surface Sterilization | SY | 3500 | $ - 0 | |
| BR | Asphalt Pavement Removal Per Inch thickness (asphalt) 1 to 25,000.00 | SY | 25000 | $ - 0 | |
| BS | reflective yellow/with layout | SF | 10000 | $ - 0 | |
| BT | reflective white/with layout | SF | 5000 | $ - 0 | |
| BU | Prime Coat | SY | 1000 | $ - 0 | |
| BV | Haul Spread Asphalt Millings | TON | 50 | $ - 0 | |
| BW | Demo Curb & Gutter | LF | 1000 | $ - 0 | |
| BX | Hooded Catch basin 2x3x4 | EA | 2 | $ - 0 | |
| BY | Slurry seal Emulsion | SY | 1200 | $ - 0 | |
| BZ | Rem /Reinstall wheel stops | EA | 25 | $ - 0 | |
| CA | New Wheel Stops | EA | 50 | $ - 0 | |
| CB | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CC | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CD | Demo Wheel Stops | EA | 10 | $ - 0 | |
| $ - 0 | |||||
| GRASSING | $ - 0 | ||||
| CE | Bermuda Sod 419 | SY | 1000 | $ - 0 | |
| CF | Hydro seed large area's 80,000 to 350,000 | SY | 100000 | $ - 0 | |
| CG | Centipede Sod | SY | 250 | $ - 0 | |
| CH | Hydroseed and Finish Grade 1 to 80,000 | SY | 10000 | $ - 0 | |
| $ - 0 | |||||
| CONCRETE PAVING | $ - 0 | ||||
| CI | New 24 Inch Concrete Curb and Gutter | LF | 600 | $ - 0 | |
| CJ | Replace 24 inch Concrete Curb and Gutter | LF | 1500 | $ - 0 | |
| CK | Remove and Replace Sidewalk 4" thick (0-200 SF) | SF | 10 | $ - 0 | |
| CL | Remove and Replace Sidewalk 4" thick (over 200 SF) | SF | 1250 | $ - 0 | |
| CM | New Sidewalk 4 Inches (0-200 SF) | SF | 100 | $ - 0 | |
| CN | New Side Walk 4 Inches Thick (over 200 SF) | SF | 300 | $ - 0 | |
| CO | Install 650 flex PCC pavement 14" thick>5000<10000 | SY | 5000 | $ - 0 | |
| CP | Install 650 flex PCC pavement 14" thick>1000<5000 | SY | 1250 | $ - 0 | |
| CQ | Install 650 flex PCC pavement 14" thick>1<1000 | SY | 250 | $ - 0 | |
| CR | Partial depth spall repairs-epoxy bonded PCC | SF | 125 | $ - 0 | |
| CS | Full depth (up to T=14") spall repair | SF | 125 | $ - 0 | |
| CT | Provide/install 1" dia smooth dowels-24"L,drill&epoxy | EA | 50 | $ - 0 | |
| CU | Provide/install 1-1/2" dia smooth dowels-24"L,drill&epoxy | EA | 200 | $ - 0 | |
| CV | Provide/install #3 rebars, 0.376LBS/LF | PND | 625 | $ - 0 | |
| CW | Provide/install #4 rebars, 0.668LBS/LF | PND | 1250 | $ - 0 | |
| CX | Provide/install #5 rebars, 1.043LBS/LF | PND | 1250 | $ - 0 | |
| CY | Provide/install #5 deformed tie bars-2.5' L (new pavement) | EA | 375 | $ - 0 | |
| CZ | Provide/install 3/4" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DA | Provide/install 1" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DB | Provide/install 1-1/2" dia smooth dowels-24"L (new pavement) | EA | 200 | $ - 0 | |
| DC | Provide/install expansion joint 3/4" cork | SF | 375 | $ - 0 | |
| DD | Provide/install expansion joint 1-1/2" cork | SF | 625 | $ - 0 | |
| DE | Provide & install aircraft tie-down | EA | 4 | $ - 0 | |
| DF | Weld wire mesh W2.5 x W2.5 | SF | 500 | $ - 0 | |
| DG | Concrete joint resealing incl backer mat'l replacement | LF | 1000 | $ - 0 | |
| DH | Crack routing/sealing (PCC) using crack saw | LF | 100 | $ - 0 | |
| DI | Crack routing/sealing (PCC) using crack saw (up to 2"W) | LF | 50 | $ - 0 | |
| DJ | Saw cut reservoir then provide & install joint sealant & backer mat'l | LF | 1800 | $ - 0 | |
| DK | Joint seal neopherene compression seal | LF | 5000 | $ - 0 | |
| DL | Sawcutting concrete to 4" 1 to 1000 | LF | 100 | $ - 0 | |
| DM | Sawcutting concrete full depth / LF inch | LF | 40000 | $ - 0 | |
| DN | Concrete Driveways 4" thick 1 to 100 SQ-YD, fiber mesh reinforced with 6 inch thickened edge see detail in Section 03300 | SY | 440 | $ - 0 | |
| DO | Expansion Board 4" wide (fiber) 1/2 thick | LF | 125 | $ - 0 | |
| DP | Expansion Board 14" wide (Cork) 1/2 thick | LF | 2500 | $ - 0 | |
| DQ | Joint sealer 1/2" wide with backer rod 1 to 100000 LF(Silicone) to include green saw and widen joint | LF | 500 | $ - 0 | |
| DR | Joint sealer 1/2" wide with backer rod 10000 to 50000 LF(Silicone) to include green saw and widen joint | LF | 5000 | $ - 0 | |
| DS | Remove Concrete Pavement 1" to 6 thick with disposal | SY | 500 | $ - 0 | |
| DT | Remove Concrete Pavement 6" to 14" thick with disposal | SY | 5000 | $ - 0 | |
| DU | Install 650 Flex concrete PCC per inch thickness per Square Yard to include white pigmented curing compound | SY | 26000 | $ - 0 | |
| $ - 0 | |||||
| PAVEMENT MARKINGS | $ - 0 | ||||
| DV | Paint Removal Air Field 0to 50,000 SF | SF | 50000 | $ - 0 | |
| DW | Paint Removal Air Field 50,000to 100,000 SF | SF | 100000 | $ - 0 | |
| DX | Paint Removal Air Field 100,000 to Infinity | SF | 100000 | $ - 0 | |
| DY | Rubber Removal Airfield 0 to 400,000 | SF | 400000 | $ - 0 | |
| DZ | reflective yellow/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EA | Reflective white/with layout <10000 | SF | 9999 | $ - 0 | |
| EB | reflective white/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EC | Black Non Reflective >5000 <100000 | SF | 5000 | $ - 0 | |
| ED | Yellow Non Reflective >10000<75,000 | SF | 10000 | $ - 0 | |
| EE | Red Non Reflective <5000 | SF | 5000 | $ - 0 | |
| EF | Red Non Reflective >5000 <75000 | SF | 75000 | $ - 0 | |
| $ - 0 | |||||
| Chain Link Fence& Gates | $ - 0 | ||||
| EG | 6 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EH | 7 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EI | Double Gate's with 25x6 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EJ | Double Gate's with 25x7 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EK | Personal Gate 4 x 6 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| EL | Personal Gate 4 x 7 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| Total | $ - 0 |
&CPage &P of &[6
OptionYear2
| BID SCHEDULE | |||||
| SOLICITATION: FA4803-11-R-0002 | |||||
| REPAIR BASE PAVEMENTS VLSB 10-0064 | |||||
| EXHIBIT A | |||||
| Option Year 2 | |||||
| CLIN | Description | ||||
| U/I | QTY | PRICE | TOTAL | ||
| 2001 | SITE WORK/GENERAL TASK | ||||
| AA | Mobilization per Delivery Order, | EA | 6 | $ - 0 | |
| AB | Back fill (Unwashed Sand) | TON | 100 | $ - 0 | |
| AC | Back fill (Flowable Fill) | CY | 10 | $ - 0 | |
| AD | Back fill (Pea Gravel) | TON | 10 | $ - 0 | |
| AE | 4 inch sewer line service | LF | 125 | $ - 0 | |
| AF | 4 inch electrical conduit | LF | 125 | $ - 0 | |
| AG | Water line service up to two inch | LF | 50 | $ - 0 | |
| AH | Hauling | CY | 100 | $ - 0 | |
| AI | Key Stone Retaining Wall with Back Fill and footings | LF | 125 | $ - 0 | |
| AJ | Utility Boring, Horizontal, 6 in dia. | LF | 500 | $ - 0 | |
| AK | Utility Boring, Horizontal, 24 in dia. | LF | 250 | $ - 0 | |
| AL | Cross tie timber walls/max 48"H | SF | 1500 | $ - 0 | |
| AM | Top Soil 4 inches thick and spread | SY | 5000 | $ - 0 | |
| $ - 0 | |||||
| EARTH WORK | $ - 0 | ||||
| AN | Sand Clay Fill | CY | 450 | $ - 0 | |
| AO | Surface Preparation | SY | 114000 | $ - 0 | |
| AP | Subgrade Preparation +or-3" | SY | 72000 | $ - 0 | |
| AQ | Unclassified Excavation including haul off site | CY | 1750 | $ - 0 | |
| $ - 0 | |||||
| CLEARING AND GRUBBING | $ - 0 | ||||
| AR | Clearing and grubbing/all roots and stumps1-500 ACRES | ACRE | 1 | $ - 0 | |
| AS | Remove Trees 6 " to 12 " | EA | 24 | $ - 0 | |
| AT | Remove Trees 12 " to 18 " | EA | 24 | $ - 0 | |
| AU | Remove Trees 18 " to 28 " | EA | 12 | $ - 0 | |
| $ - 0 | |||||
| EROSION CONTRTOL | $ - 0 | ||||
| AV | Erosion Control Temporary Seeding /Acre 1-500 | ACRE | 1 | $ - 0 | |
| AW | Silt Fence Erosion Control Temporary Seeding 1 to 2500 | LF | 1 | $ - 0 | |
| AX | Anchored Straw Bale | EA | 50 | $ - 0 | |
| $ - 0 | |||||
| STORM WATER | $ - 0 | ||||
| AY | Headwalls 8 inch Thick x 15 Long x 5' H RPCC | CY | 200 | $ - 0 | |
| AZ | 4' Dia. Manhole 6 ' Deep precast concrete w/frame & cover | EA | 10 | $ - 0 | |
| BA | 18 Inch RCP Class III | LF | 150 | $ - 0 | |
| BB | 24 Inch RCP Class III | LF | 225 | $ - 0 | |
| BC | 36 Inch RCP Class III | LF | 100 | $ - 0 | |
| BD | Reset Valve Box | EA | 100 | $ - 0 | |
| BE | 4" Plastic Under drain with Sock | LF | 250 | $ - 0 | |
| BF | Convert Inlets w/frame and grate | EA | 2 | $ - 0 | |
| BG | Florida Catch Basin | EA | 5 | $ - 0 | |
| $ - 0 | |||||
| ASPHALT PAVING | $ - 0 | ||||
| BH | Asphalt Emulsion | SY | 100 | $ - 0 | |
| BI | Petrotac Fabric | SF | 100 | $ - 0 | |
| BJ | Hand Asphalt Placement | TON | 100 | $ - 0 | |
| BK | Slurry Seal | SY | 14000 | $ - 0 | |
| BL | Pot Hole Repair (per/SY) | SY | 50 | $ - 0 | |
| BM | Crack Seal | LF | 650 | $ - 0 | |
| BN | 6 inch SABC # 1 Base Course | TON | 2400 | $ - 0 | |
| BO | 3 inch AC Binder Course | TON | 50 | $ - 0 | |
| BP | AC Surface Course Per Inch | TON | 1500 | $ - 0 | |
| BQ | Surface Sterilization | SY | 3500 | $ - 0 | |
| BR | Asphalt Pavement Removal Per Inch thickness (asphalt) 1 to 25,000.00 | SY | 25000 | $ - 0 | |
| BS | reflective yellow/with layout | SF | 10000 | $ - 0 | |
| BT | reflective white/with layout | SF | 5000 | $ - 0 | |
| BU | Prime Coat | SY | 1000 | $ - 0 | |
| BV | Haul Spread Asphalt Millings | TON | 50 | $ - 0 | |
| BW | Demo Curb & Gutter | LF | 1000 | $ - 0 | |
| BX | Hooded Catch basin 2x3x4 | EA | 2 | $ - 0 | |
| BY | Slurry seal Emulsion | SY | 1200 | $ - 0 | |
| BZ | Rem /Reinstall wheel stops | EA | 25 | $ - 0 | |
| CA | New Wheel Stops | EA | 50 | $ - 0 | |
| CB | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CC | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CD | Demo Wheel Stops | EA | 10 | $ - 0 | |
| $ - 0 | |||||
| GRASSING | $ - 0 | ||||
| CE | Bermuda Sod 419 | SY | 1000 | $ - 0 | |
| CF | Hydro seed large area's 80,000 to 350,000 | SY | 100000 | $ - 0 | |
| CG | Centipede Sod | SY | 250 | $ - 0 | |
| CH | Hydroseed and Finish Grade 1 to 80,000 | SY | 10000 | $ - 0 | |
| $ - 0 | |||||
| CONCRETE PAVING | $ - 0 | ||||
| CI | New 24 Inch Concrete Curb and Gutter | LF | 600 | $ - 0 | |
| CJ | Replace 24 inch Concrete Curb and Gutter | LF | 1500 | $ - 0 | |
| CK | Remove and Replace Sidewalk 4" thick (0-200 SF) | SF | 10 | $ - 0 | |
| CL | Remove and Replace Sidewalk 4" thick (over 200 SF) | SF | 1250 | $ - 0 | |
| CM | New Sidewalk 4 Inches (0-200 SF) | SF | 100 | $ - 0 | |
| CN | New Side Walk 4 Inches Thick (over 200 SF) | SF | 300 | $ - 0 | |
| CO | Install 650 flex PCC pavement 14" thick>5000<10000 | SY | 5000 | $ - 0 | |
| CP | Install 650 flex PCC pavement 14" thick>1000<5000 | SY | 1250 | $ - 0 | |
| CQ | Install 650 flex PCC pavement 14" thick>1<1000 | SY | 250 | $ - 0 | |
| CR | Partial depth spall repairs-epoxy bonded PCC | SF | 125 | $ - 0 | |
| CS | Full depth (up to T=14") spall repair | SF | 125 | $ - 0 | |
| CT | Provide/install 1" dia smooth dowels-24"L,drill&epoxy | EA | 50 | $ - 0 | |
| CU | Provide/install 1-1/2" dia smooth dowels-24"L,drill&epoxy | EA | 200 | $ - 0 | |
| CV | Provide/install #3 rebars, 0.376LBS/LF | PND | 625 | $ - 0 | |
| CW | Provide/install #4 rebars, 0.668LBS/LF | PND | 1250 | $ - 0 | |
| CX | Provide/install #5 rebars, 1.043LBS/LF | PND | 1250 | $ - 0 | |
| CY | Provide/install #5 deformed tie bars-2.5' L (new pavement) | EA | 375 | $ - 0 | |
| CZ | Provide/install 3/4" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DA | Provide/install 1" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DB | Provide/install 1-1/2" dia smooth dowels-24"L (new pavement) | EA | 200 | $ - 0 | |
| DC | Provide/install expansion joint 3/4" cork | SF | 375 | $ - 0 | |
| DD | Provide/install expansion joint 1-1/2" cork | SF | 625 | $ - 0 | |
| DE | Provide & install aircraft tie-down | EA | 4 | $ - 0 | |
| DF | Weld wire mesh W2.5 x W2.5 | SF | 500 | $ - 0 | |
| DG | Concrete joint resealing incl backer mat'l replacement | LF | 1000 | $ - 0 | |
| DH | Crack routing/sealing (PCC) using crack saw | LF | 100 | $ - 0 | |
| DI | Crack routing/sealing (PCC) using crack saw (up to 2"W) | LF | 50 | $ - 0 | |
| DJ | Saw cut reservoir then provide & install joint sealant & backer mat'l | LF | 1800 | $ - 0 | |
| DK | Joint seal neopherene compression seal | LF | 5000 | $ - 0 | |
| DL | Sawcutting concrete to 4" 1 to 1000 | LF | 100 | $ - 0 | |
| DM | Sawcutting concrete full depth / LF inch | LF | 40000 | $ - 0 | |
| DN | Concrete Driveways 4" thick 1 to 100 SQ-YD, fiber mesh reinforced with 6 inch thickened edge see detail in Section 03300 | SY | 440 | $ - 0 | |
| DO | Expansion Board 4" wide (fiber) 1/2 thick | LF | 125 | $ - 0 | |
| DP | Expansion Board 14" wide (Cork) 1/2 thick | LF | 2500 | $ - 0 | |
| DQ | Joint sealer 1/2" wide with backer rod 1 to 100000 LF(Silicone) to include green saw and widen joint | LF | 500 | $ - 0 | |
| DR | Joint sealer 1/2" wide with backer rod 10000 to 50000 LF(Silicone) to include green saw and widen joint | LF | 5000 | $ - 0 | |
| DS | Remove Concrete Pavement 1" to 6 thick with disposal | SY | 500 | $ - 0 | |
| DT | Remove Concrete Pavement 6" to 14" thick with disposal | SY | 5000 | $ - 0 | |
| DU | Install 650 Flex concrete PCC per inch thickness per Square Yard to include white pigmented curing compound | SY | 26000 | $ - 0 | |
| $ - 0 | |||||
| PAVEMENT MARKINGS | $ - 0 | ||||
| DV | Paint Removal Air Field 0to 50,000 SF | SF | 50000 | $ - 0 | |
| DW | Paint Removal Air Field 50,000to 100,000 SF | SF | 100000 | $ - 0 | |
| DX | Paint Removal Air Field 100,000 to Infinity | SF | 100000 | $ - 0 | |
| DY | Rubber Removal Airfield 0 to 400,000 | SF | 400000 | $ - 0 | |
| DZ | reflective yellow/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EA | Reflective white/with layout <10000 | SF | 9999 | $ - 0 | |
| EB | reflective white/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EC | Black Non Reflective >5000 <100000 | SF | 5000 | $ - 0 | |
| ED | Yellow Non Reflective >10000<75,000 | SF | 10000 | $ - 0 | |
| EE | Red Non Reflective <5000 | SF | 5000 | $ - 0 | |
| EF | Red Non Reflective >5000 <75000 | SF | 75000 | $ - 0 | |
| $ - 0 | |||||
| Chain Link Fence& Gates | $ - 0 | ||||
| EG | 6 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EH | 7 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EI | Double Gate's with 25x6 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EJ | Double Gate's with 25x7 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EK | Personal Gate 4 x 6 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| EL | Personal Gate 4 x 7 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| Total | $ - 0 |
&CPage &P of &[6
OptionYear3
| BID SCHEDULE | |||||
| SOLICITATION: FA4803-11-R-0002 | |||||
| REPAIR BASE PAVEMENTS VLSB 10-0064 | |||||
| EXHIBIT A | |||||
| Option Year 3 | |||||
| CLIN | Description | ||||
| U/I | QTY | PRICE | TOTAL | ||
| 3001 | SITE WORK/GENERAL TASK | ||||
| AA | Mobilization per Delivery Order, | EA | 6 | $ - 0 | |
| AB | Back fill (Unwashed Sand) | TON | 100 | $ - 0 | |
| AC | Back fill (Flowable Fill) | CY | 10 | $ - 0 | |
| AD | Back fill (Pea Gravel) | TON | 10 | $ - 0 | |
| AE | 4 inch sewer line service | LF | 125 | $ - 0 | |
| AF | 4 inch electrical conduit | LF | 125 | $ - 0 | |
| AG | Water line service up to two inch | LF | 50 | $ - 0 | |
| AH | Hauling | CY | 100 | $ - 0 | |
| AI | Key Stone Retaining Wall with Back Fill and footings | LF | 125 | $ - 0 | |
| AJ | Utility Boring, Horizontal, 6 in dia. | LF | 500 | $ - 0 | |
| AK | Utility Boring, Horizontal, 24 in dia. | LF | 250 | $ - 0 | |
| AL | Cross tie timber walls/max 48"H | SF | 1500 | $ - 0 | |
| AM | Top Soil 4 inches thick and spread | SY | 5000 | $ - 0 | |
| $ - 0 | |||||
| EARTH WORK | $ - 0 | ||||
| AN | Sand Clay Fill | CY | 450 | $ - 0 | |
| AO | Surface Preparation | SY | 114000 | $ - 0 | |
| AP | Subgrade Preparation +or-3" | SY | 72000 | $ - 0 | |
| AQ | Unclassified Excavation including haul off site | CY | 1750 | $ - 0 | |
| $ - 0 | |||||
| CLEARING AND GRUBBING | $ - 0 | ||||
| AR | Clearing and grubbing/all roots and stumps1-500 ACRES | ACRE | 1 | $ - 0 | |
| AS | Remove Trees 6 " to 12 " | EA | 24 | $ - 0 | |
| AT | Remove Trees 12 " to 18 " | EA | 24 | $ - 0 | |
| AU | Remove Trees 18 " to 28 " | EA | 12 | $ - 0 | |
| $ - 0 | |||||
| EROSION CONTRTOL | $ - 0 | ||||
| AV | Erosion Control Temporary Seeding /Acre 1-500 | ACRE | 1 | $ - 0 | |
| AW | Silt Fence Erosion Control Temporary Seeding 1 to 2500 | LF | 1 | $ - 0 | |
| AX | Anchored Straw Bale | EA | 50 | $ - 0 | |
| $ - 0 | |||||
| STORM WATER | $ - 0 | ||||
| AY | Headwalls 8 inch Thick x 15 Long x 5' H RPCC | CY | 200 | $ - 0 | |
| AZ | 4' Dia. Manhole 6 ' Deep precast concrete w/frame & cover | EA | 10 | $ - 0 | |
| BA | 18 Inch RCP Class III | LF | 150 | $ - 0 | |
| BB | 24 Inch RCP Class III | LF | 225 | $ - 0 | |
| BC | 36 Inch RCP Class III | LF | 100 | $ - 0 | |
| BD | Reset Valve Box | EA | 100 | $ - 0 | |
| BE | 4" Plastic Under drain with Sock | LF | 250 | $ - 0 | |
| BF | Convert Inlets w/frame and grate | EA | 2 | $ - 0 | |
| BG | Florida Catch Basin | EA | 5 | $ - 0 | |
| $ - 0 | |||||
| ASPHALT PAVING | $ - 0 | ||||
| BH | Asphalt Emulsion | SY | 100 | $ - 0 | |
| BI | Petrotac Fabric | SF | 100 | $ - 0 | |
| BJ | Hand Asphalt Placement | TON | 100 | $ - 0 | |
| BK | Slurry Seal | SY | 14000 | $ - 0 | |
| BL | Pot Hole Repair (per/SY) | SY | 50 | $ - 0 | |
| BM | Crack Seal | LF | 650 | $ - 0 | |
| BN | 6 inch SABC # 1 Base Course | TON | 2400 | $ - 0 | |
| BO | 3 inch AC Binder Course | TON | 50 | $ - 0 | |
| BP | AC Surface Course Per Inch | TON | 1500 | $ - 0 | |
| BQ | Surface Sterilization | SY | 3500 | $ - 0 | |
| BR | Asphalt Pavement Removal Per Inch thickness (asphalt) 1 to 25,000.00 | SY | 25000 | $ - 0 | |
| BS | reflective yellow/with layout | SF | 10000 | $ - 0 | |
| BT | reflective white/with layout | SF | 5000 | $ - 0 | |
| BU | Prime Coat | SY | 1000 | $ - 0 | |
| BV | Haul Spread Asphalt Millings | TON | 50 | $ - 0 | |
| BW | Demo Curb & Gutter | LF | 1000 | $ - 0 | |
| BX | Hooded Catch basin 2x3x4 | EA | 2 | $ - 0 | |
| BY | Slurry seal Emulsion | SY | 1200 | $ - 0 | |
| BZ | Rem /Reinstall wheel stops | EA | 25 | $ - 0 | |
| CA | New Wheel Stops | EA | 50 | $ - 0 | |
| CB | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CC | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CD | Demo Wheel Stops | EA | 10 | $ - 0 | |
| $ - 0 | |||||
| GRASSING | $ - 0 | ||||
| CE | Bermuda Sod 419 | SY | 1000 | $ - 0 | |
| CF | Hydro seed large area's 80,000 to 350,000 | SY | 100000 | $ - 0 | |
| CG | Centipede Sod | SY | 250 | $ - 0 | |
| CH | Hydroseed and Finish Grade 1 to 80,000 | SY | 10000 | $ - 0 | |
| $ - 0 | |||||
| CONCRETE PAVING | $ - 0 | ||||
| CI | New 24 Inch Concrete Curb and Gutter | LF | 600 | $ - 0 | |
| CJ | Replace 24 inch Concrete Curb and Gutter | LF | 1500 | $ - 0 | |
| CK | Remove and Replace Sidewalk 4" thick (0-200 SF) | SF | 10 | $ - 0 | |
| CL | Remove and Replace Sidewalk 4" thick (over 200 SF) | SF | 1250 | $ - 0 | |
| CM | New Sidewalk 4 Inches (0-200 SF) | SF | 100 | $ - 0 | |
| CN | New Side Walk 4 Inches Thick (over 200 SF) | SF | 300 | $ - 0 | |
| CO | Install 650 flex PCC pavement 14" thick>5000<10000 | SY | 5000 | $ - 0 | |
| CP | Install 650 flex PCC pavement 14" thick>1000<5000 | SY | 1250 | $ - 0 | |
| CQ | Install 650 flex PCC pavement 14" thick>1<1000 | SY | 250 | $ - 0 | |
| CR | Partial depth spall repairs-epoxy bonded PCC | SF | 125 | $ - 0 | |
| CS | Full depth (up to T=14") spall repair | SF | 125 | $ - 0 | |
| CT | Provide/install 1" dia smooth dowels-24"L,drill&epoxy | EA | 50 | $ - 0 | |
| CU | Provide/install 1-1/2" dia smooth dowels-24"L,drill&epoxy | EA | 200 | $ - 0 | |
| CV | Provide/install #3 rebars, 0.376LBS/LF | PND | 625 | $ - 0 | |
| CW | Provide/install #4 rebars, 0.668LBS/LF | PND | 1250 | $ - 0 | |
| CX | Provide/install #5 rebars, 1.043LBS/LF | PND | 1250 | $ - 0 | |
| CY | Provide/install #5 deformed tie bars-2.5' L (new pavement) | EA | 375 | $ - 0 | |
| CZ | Provide/install 3/4" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DA | Provide/install 1" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DB | Provide/install 1-1/2" dia smooth dowels-24"L (new pavement) | EA | 200 | $ - 0 | |
| DC | Provide/install expansion joint 3/4" cork | SF | 375 | $ - 0 | |
| DD | Provide/install expansion joint 1-1/2" cork | SF | 625 | $ - 0 | |
| DE | Provide & install aircraft tie-down | EA | 4 | $ - 0 | |
| DF | Weld wire mesh W2.5 x W2.5 | SF | 500 | $ - 0 | |
| DG | Concrete joint resealing incl backer mat'l replacement | LF | 1000 | $ - 0 | |
| DH | Crack routing/sealing (PCC) using crack saw | LF | 100 | $ - 0 | |
| DI | Crack routing/sealing (PCC) using crack saw (up to 2"W) | LF | 50 | $ - 0 | |
| DJ | Saw cut reservoir then provide & install joint sealant & backer mat'l | LF | 1800 | $ - 0 | |
| DK | Joint seal neopherene compression seal | LF | 5000 | $ - 0 | |
| DL | Sawcutting concrete to 4" 1 to 1000 | LF | 100 | $ - 0 | |
| DM | Sawcutting concrete full depth / LF inch | LF | 40000 | $ - 0 | |
| DN | Concrete Driveways 4" thick 1 to 100 SQ-YD, fiber mesh reinforced with 6 inch thickened edge see detail in Section 03300 | SY | 440 | $ - 0 | |
| DO | Expansion Board 4" wide (fiber) 1/2 thick | LF | 125 | $ - 0 | |
| DP | Expansion Board 14" wide (Cork) 1/2 thick | LF | 2500 | $ - 0 | |
| DQ | Joint sealer 1/2" wide with backer rod 1 to 100000 LF(Silicone) to include green saw and widen joint | LF | 500 | $ - 0 | |
| DR | Joint sealer 1/2" wide with backer rod 10000 to 50000 LF(Silicone) to include green saw and widen joint | LF | 5000 | $ - 0 | |
| DS | Remove Concrete Pavement 1" to 6 thick with disposal | SY | 500 | $ - 0 | |
| DT | Remove Concrete Pavement 6" to 14" thick with disposal | SY | 5000 | $ - 0 | |
| DU | Install 650 Flex concrete PCC per inch thickness per Square Yard to include white pigmented curing compound | SY | 26000 | $ - 0 | |
| $ - 0 | |||||
| PAVEMENT MARKINGS | $ - 0 | ||||
| DV | Paint Removal Air Field 0to 50,000 SF | SF | 50000 | $ - 0 | |
| DW | Paint Removal Air Field 50,000to 100,000 SF | SF | 100000 | $ - 0 | |
| DX | Paint Removal Air Field 100,000 to Infinity | SF | 100000 | $ - 0 | |
| DY | Rubber Removal Airfield 0 to 400,000 | SF | 400000 | $ - 0 | |
| DZ | Reflective yellow/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EA | Reflective white/with layout <10000 | SF | 9999 | $ - 0 | |
| EB | reflective white/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EC | Black Non Reflective >5000 <100000 | SF | 5000 | $ - 0 | |
| ED | Yellow Non Reflective >10000<75,000 | SF | 10000 | $ - 0 | |
| EE | Red Non Reflective <5000 | SF | 5000 | $ - 0 | |
| EF | Red Non Reflective >5000 <75000 | SF | 75000 | $ - 0 | |
| $ - 0 | |||||
| Chain Link Fence& Gates | $ - 0 | ||||
| EG | 6 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EH | 7 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EI | Double Gate's with 25x6 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EJ | Double Gate's with 25x7 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EK | Personal Gate 4 x 6 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| EL | Personal Gate 4 x 7 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| Total | $ - 0 |
&CPage &P of &[6
OptionYear4
| BID SCHEDULE | |||||
| SOLICITATION: FA4803-11-R-0002 | |||||
| REPAIR BASE PAVEMENTS VLSB 10-0064 | |||||
| EXHIBIT A | |||||
| Option Year 4 | |||||
| CLIN | Description | ||||
| U/I | QTY | PRICE | TOTAL | ||
| 4001 | SITE WORK/GENERAL TASK | ||||
| AA | Mobilization per Delivery Order, | EA | 6 | $ - 0 | |
| AB | Back fill (Unwashed Sand) | TON | 100 | $ - 0 | |
| AC | Back fill (Flowable Fill) | CY | 10 | $ - 0 | |
| AD | Back fill (Pea Gravel) | TON | 10 | $ - 0 | |
| AE | 4 inch sewer line service | LF | 125 | $ - 0 | |
| AF | 4 inch electrical conduit | LF | 125 | $ - 0 | |
| AG | Water line service up to two inch | LF | 50 | $ - 0 | |
| AH | Hauling | CY | 100 | $ - 0 | |
| AI | Key Stone Retaining Wall with Back Fill and footings | LF | 125 | $ - 0 | |
| AJ | Utility Boring, Horizontal, 6 in dia. | LF | 500 | $ - 0 | |
| AK | Utility Boring, Horizontal, 24 in dia. | LF | 250 | $ - 0 | |
| AL | Cross tie timber walls/max 48"H | SF | 1500 | $ - 0 | |
| AM | Top Soil 4 inches thick and spread | SY | 5000 | $ - 0 | |
| $ - 0 | |||||
| EARTH WORK | $ - 0 | ||||
| AN | Sand Clay Fill | CY | 450 | $ - 0 | |
| AO | Surface Preparation | SY | 114000 | $ - 0 | |
| AP | Subgrade Preparation +or-3" | SY | 72000 | $ - 0 | |
| AQ | Unclassified Excavation including haul off site | CY | 1750 | $ - 0 | |
| $ - 0 | |||||
| CLEARING AND GRUBBING | $ - 0 | ||||
| AR | Clearing and grubbing/all roots and stumps1-500 ACRES | ACRE | 1 | $ - 0 | |
| AS | Remove Trees 6 " to 12 " | EA | 24 | $ - 0 | |
| AT | Remove Trees 12 " to 18 " | EA | 24 | $ - 0 | |
| AU | Remove Trees 18 " to 28 " | EA | 12 | $ - 0 | |
| $ - 0 | |||||
| EROSION CONTRTOL | $ - 0 | ||||
| AV | Erosion Control Temporary Seeding /Acre 1-500 | ACRE | 1 | $ - 0 | |
| AW | Silt Fence Erosion Control Temporary Seeding 1 to 2500 | LF | 1 | $ - 0 | |
| AX | Anchored Straw Bale | EA | 50 | $ - 0 | |
| $ - 0 | |||||
| STORM WATER | $ - 0 | ||||
| AY | Headwalls 8 inch Thick x 15 Long x 5' H RPCC | CY | 200 | $ - 0 | |
| AZ | 4' Dia. Manhole 6 ' Deep precast concrete w/frame & cover | EA | 10 | $ - 0 | |
| BA | 18 Inch RCP Class III | LF | 150 | $ - 0 | |
| BB | 24 Inch RCP Class III | LF | 225 | $ - 0 | |
| BC | 36 Inch RCP Class III | LF | 100 | $ - 0 | |
| BD | Reset Valve Box | EA | 100 | $ - 0 | |
| BE | 4" Plastic Under drain with Sock | LF | 250 | $ - 0 | |
| BF | Convert Inlets w/frame and grate | EA | 2 | $ - 0 | |
| BG | Florida Catch Basin | EA | 5 | $ - 0 | |
| $ - 0 | |||||
| ASPHALT PAVING | $ - 0 | ||||
| BH | Asphalt Emulsion | SY | 100 | $ - 0 | |
| BI | Petrotac Fabric | SF | 100 | $ - 0 | |
| BJ | Hand Asphalt Placement | TON | 100 | $ - 0 | |
| BK | Slurry Seal | SY | 14000 | $ - 0 | |
| BL | Pot Hole Repair (per/SY) | SY | 50 | $ - 0 | |
| BM | Crack Seal | LF | 650 | $ - 0 | |
| BN | 6 inch SABC # 1 Base Course | TON | 2400 | $ - 0 | |
| BO | 3 inch AC Binder Course | TON | 50 | $ - 0 | |
| BP | AC Surface Course Per Inch | TON | 1500 | $ - 0 | |
| BQ | Surface Sterilization | SY | 3500 | $ - 0 | |
| BR | Asphalt Pavement Removal Per Inch thickness (asphalt) 1 to 25,000.00 | SY | 25000 | $ - 0 | |
| BS | reflective yellow/with layout | SF | 10000 | $ - 0 | |
| BT | reflective white/with layout | SF | 5000 | $ - 0 | |
| BU | Prime Coat | SY | 1000 | $ - 0 | |
| BV | Haul Spread Asphalt Millings | TON | 50 | $ - 0 | |
| BW | Demo Curb & Gutter | LF | 1000 | $ - 0 | |
| BX | Hooded Catch basin 2x3x4 | EA | 2 | $ - 0 | |
| BY | Slurry seal Emulsion | SY | 1200 | $ - 0 | |
| BZ | Rem /Reinstall wheel stops | EA | 25 | $ - 0 | |
| CA | New Wheel Stops | EA | 50 | $ - 0 | |
| CB | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CC | Sawcutting asphalt to 4" 1 to 1000 | LF | 500 | $ - 0 | |
| CD | Demo Wheel Stops | EA | 10 | $ - 0 | |
| $ - 0 | |||||
| GRASSING | $ - 0 | ||||
| CE | Bermuda Sod 419 | SY | 1000 | $ - 0 | |
| CF | Hydro seed large area's 80,000 to 350,000 | SY | 100000 | $ - 0 | |
| CG | Centipede Sod | SY | 250 | $ - 0 | |
| CH | Hydroseed and Finish Grade 1 to 80,000 | SY | 10000 | $ - 0 | |
| $ - 0 | |||||
| CONCRETE PAVING | $ - 0 | ||||
| CI | New 24 Inch Concrete Curb and Gutter | LF | 600 | $ - 0 | |
| CJ | Replace 24 inch Concrete Curb and Gutter | LF | 1500 | $ - 0 | |
| CK | Remove and Replace Sidewalk 4" thick (0-200 SF) | SF | 10 | $ - 0 | |
| CL | Remove and Replace Sidewalk 4" thick (over 200 SF) | SF | 1250 | $ - 0 | |
| CM | New Sidewalk 4 Inches (0-200 SF) | SF | 100 | $ - 0 | |
| CN | New Side Walk 4 Inches Thick (over 200 SF) | SF | 300 | $ - 0 | |
| CO | Install 650 flex PCC pavement 14" thick>5000<10000 | SY | 5000 | $ - 0 | |
| CP | Install 650 flex PCC pavement 14" thick>1000<5000 | SY | 1250 | $ - 0 | |
| CQ | Install 650 flex PCC pavement 14" thick>1<1000 | SY | 250 | $ - 0 | |
| CR | Partial depth spall repairs-epoxy bonded PCC | SF | 125 | $ - 0 | |
| CS | Full depth (up to T=14") spall repair | SF | 125 | $ - 0 | |
| CT | Provide/install 1" dia smooth dowels-24"L,drill&epoxy | EA | 50 | $ - 0 | |
| CU | Provide/install 1-1/2" dia smooth dowels-24"L,drill&epoxy | EA | 200 | $ - 0 | |
| CV | Provide/install #3 rebars, 0.376LBS/LF | PND | 625 | $ - 0 | |
| CW | Provide/install #4 rebars, 0.668LBS/LF | PND | 1250 | $ - 0 | |
| CX | Provide/install #5 rebars, 1.043LBS/LF | PND | 1250 | $ - 0 | |
| CY | Provide/install #5 deformed tie bars-2.5' L (new pavement) | EA | 375 | $ - 0 | |
| CZ | Provide/install 3/4" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DA | Provide/install 1" dia smooth dowels-24"L (new pavement) | EA | 125 | $ - 0 | |
| DB | Provide/install 1-1/2" dia smooth dowels-24"L (new pavement) | EA | 200 | $ - 0 | |
| DC | Provide/install expansion joint 3/4" cork | SF | 375 | $ - 0 | |
| DD | Provide/install expansion joint 1-1/2" cork | SF | 625 | $ - 0 | |
| DE | Provide & install aircraft tie-down | EA | 4 | $ - 0 | |
| DF | Weld wire mesh W2.5 x W2.5 | SF | 500 | $ - 0 | |
| DG | Concrete joint resealing incl backer mat'l replacement | LF | 1000 | $ - 0 | |
| DH | Crack routing/sealing (PCC) using crack saw | LF | 100 | $ - 0 | |
| DI | Crack routing/sealing (PCC) using crack saw (up to 2"W) | LF | 50 | $ - 0 | |
| DJ | Saw cut reservoir then provide & install joint sealant & backer mat'l | LF | 1800 | $ - 0 | |
| DK | Joint seal neopherene compression seal | LF | 5000 | $ - 0 | |
| DL | Sawcutting concrete to 4" 1 to 1000 | LF | 100 | $ - 0 | |
| DM | Sawcutting concrete full depth / LF inch | LF | 40000 | $ - 0 | |
| DN | Concrete Driveways 4" thick 1 to 100 SQ-YD, fiber mesh reinforced with 6 inch thickened edge see detail in Section 03300 | SY | 440 | $ - 0 | |
| DO | Expansion Board 4" wide (fiber) 1/2 thick | LF | 125 | $ - 0 | |
| DP | Expansion Board 14" wide (Cork) 1/2 thick | LF | 2500 | $ - 0 | |
| DQ | Joint sealer 1/2" wide with backer rod 1 to 100000 LF(Silicone) to include green saw and widen joint | LF | 500 | $ - 0 | |
| DR | Joint sealer 1/2" wide with backer rod 10000 to 50000 LF(Silicone) to include green saw and widen joint | LF | 5000 | $ - 0 | |
| DS | Remove Concrete Pavement 1" to 6 thick with disposal | SY | 500 | $ - 0 | |
| DT | Remove Concrete Pavement 6" to 14" thick with disposal | SY | 5000 | $ - 0 | |
| DU | Install 650 Flex concrete PCC per inch thickness per Square Yard to include white pigmented curing compound | SY | 26000 | $ - 0 | |
| $ - 0 | |||||
| PAVEMENT MARKINGS | $ - 0 | ||||
| DV | Paint Removal Air Field 0to 50,000 SF | SF | 50000 | $ - 0 | |
| DW | Paint Removal Air Field 50,000to 100,000 SF | SF | 100000 | $ - 0 | |
| DX | Paint Removal Air Field 100,000 to Infinity | SF | 100000 | $ - 0 | |
| DY | Rubber Removal Airfield 0 to 400,000 | SF | 400000 | $ - 0 | |
| DZ | reflective yellow/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EA | Reflective white/with layout <10000 | SF | 9999 | $ - 0 | |
| EB | reflective white/with layout >10000 <500000 | SF | 10000 | $ - 0 | |
| EC | Black Non Reflective >5000 <100000 | SF | 5000 | $ - 0 | |
| ED | Yellow Non Reflective >10000<75,000 | SF | 10000 | $ - 0 | |
| EE | Red Non Reflective <5000 | SF | 5000 | $ - 0 | |
| EF | Red Non Reflective >5000 <75000 | SF | 75000 | $ - 0 | |
| $ - 0 | |||||
| Chain Link Fence& Gates | $ - 0 | ||||
| EG | 6 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EH | 7 foot Chain link fence with 3 strands barbed wire | LF | 10000 | $ - 0 | |
| EI | Double Gate's with 25x6 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EJ | Double Gate's with 25x7 foot clear opening with 3 strands barbed wire | EA | 15 | $ - 0 | |
| EK | Personal Gate 4 x 6 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| EL | Personal Gate 4 x 7 foot high clear opening with 3 strands barbed wire. | EA | 15 | $ - 0 | |
| Total | $ - 0 |
&CPage &P of &[6
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FA4803-11-R-0002-Shaw-PAVING-Amend2-Exhibit A-Bid Schedule | — | |
| Amendment 3.doc | DOC document | |
| Paving Amendment 0003.docx | DOCX document | |
| FA4803-11-R-0002-Shaw-PAVING-Amend2-Q A-Attachment 7.docx | DOCX document | |
| FA4803-11-R-0002-Shaw-PAVING-Amend2-Site Visit Minutes-Attachment 6.docx | DOCX document | |
| FA4803-11-R-0002-Shaw-PAVING-Amend2-Exhibit A-Bid Schedule.xls | XLS spreadsheet | |
| FA4803-11-R-0002-Shaw-PAVING-Amendment 2.doc | DOC document | |
| FA4803-11-R-0002-Shaw-PAVING-Amend2-SOW-Attachment 3.doc | DOC document | |
| FA4803-11-R-0002-Shaw-PAVING-Amend2-DD1354-Attachment 5.pdf | ||
| Solicitation Amendment 1-Site Visit.doc | DOC document | |
| Specifications | — | |
| Wage Determination | — | |
| 1442.doc | DOC document | |
| SOW | — | |
| Past Performance Questionnaire | — |
Show all 15
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