Attachment_10_Base_Paving_Blank_Bid_Sheets.xls
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- Base Paving IDIQ MAPC Federal contract opportunity
- Solicitation number
- FA4497-17-R-0006
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| Attachment 10 | SOLICITATION NO. | ||||
| 01 Oct 16 | BID SCHEDULE | FA4497-17-R-0006 | |||
| SUPPLIES OR SERVICES AND PRICE/COST | CONTRACT NO. | ||||
| PROJECT 141085 | |||||
| BASE YEAR | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001AA | Remove Existing Asphalt | 37,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 0001AB | Remove Existing Asphalt | 150,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 0001AC | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 0001AD | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 0001AE | Saw Cutting, Asphalt Pavement | 5,000 | LF-IN | $0.00 | |
| (02110/1.5.2 & 1.6.2) | |||||
| 0001AF | Saw Cutting, Concrete Pavement | 1,000 | LF-IN | $0.00 | |
| (02110/1.5.3 & 1.6.3) | |||||
| 0001AG | Remove Existing PCC Curb, Integral Curb | 5900 | SY | $0.00 | |
| and Gutter, and Sidewalk | |||||
| (02120/1.3 &1.4) | |||||
| 0001AH | Remove Catch Basins, Manholes, and | 150 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 0001AJ | Tree Removal | 200 | DIA-IN | $0.00 | |
| (02140/1.4 & 1.5) | |||||
| 0001AK | Excavation & Removal | 5000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001AL | Excavation | 7000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| 0001AM | Excavation and Backfill for Pipe Trenches | 3,000 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 0001AN | Graded Aggregate Base Course | 5100 | CY | $0.00 | |
| (02600/1.6.1 & 1.7.1) | |||||
| 0001AP | Open Graded Aggregate Base Course | 100 | CY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 0001AQ | Preparation of Existing Base Course | 500 | SY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 0001AR | Soil Sterilization | 2,000 | SY | $0.00 | |
| (02600/1.6.4 & 1.7.4) | |||||
| 0001AS | Borrow, Type C | 1,700 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 0001AT | Borrow, Type G | 500 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 0001AU | Drainage Inlet/Manhole Adjustment | 20 | EA | $0.00 | |
| (02620/1.5.1 & 1.6.1) | |||||
| 0001AV | Drainage Inlet/Manhole Casting | 10 | EA | $0.00 | |
| (02620/1.5.2 & 1.6.2) | |||||
| 0001AW | Water Valve Box Adjustment | 25 | EA | $0.00 | |
| (02620/1.5.3 & 1.6.3) | |||||
| 0001AX | Drainage Inlet and Manhole Frame Extension | 10 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 0001AY | Water Valve Box Extension Ring | 20 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 0001AZ | Drainage Inlet (Up to 8') | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 0001BA | Drainage Inlet Add (over 8') | 2 | FT | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 0001BB | Manhole | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001BC | Concrete for Concrete Structures | 200 | CY | $0.00 | |
| (02622/1.3.1 & 1.4.1) | |||||
| 0001BD | Reinforcement for Concrete Structures | 7,500 | LB | $0.00 | |
| (02622/1.3.2 & 1.4.2) | |||||
| 0001BE | Welded Steel Wire Fabric, 6x6 | 1,000 | SY | $0.00 | |
| (02623/1.3 & 1.4) | |||||
| 0001BF | Reinforced Concrete Pipe, 12-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BG | Reinforced Concrete Pipe, 15-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BH | Reinforced Concrete Pipe, 18-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BJ | Reinforced Concrete Pipe, 24-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BK | Reinforced Concrete Pipe, 36-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BL | PVC Pipe, Schedule 80, 4-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BM | PVC Pipe, Schedule 80, 8-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BN | PVC Pipe, Schedule 80, 12-Inch | 50 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 0001BP | PCC Curb, Type 1, | 200 | LF | $0.00 | |
| Up to 200 LF (02630/1.3 & 1.4) | |||||
| 0001BQ | PCC Curb, Type 1, | 1,000 | LF | $0.00 | |
| Over 200 LF (02630/1.3 & 1.4) | |||||
| Integral PCC Curb and Gutter, Type 3, | 500 | LF | $0.00 | ||
| 0001BR | Up to 200 LF | ||||
| (02640/1.3 & 1.4) | |||||
| 0001BS | Integral PCC Curb and Gutter, Type 3, | 7,000 | LF | $0.00 | |
| Over 200 LF | |||||
| (02640/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001BT | PCC Sidewalk, 4-Inch | 30,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 0001BU | PCC Sidewalk, 6-Inch | 2,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 0001BV | Field Molded Joint Sealing, Non-Jet | 5,100 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 0001BW | Field Molded Joint Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 0001BX | Field Molded Crack Sealing, Non-Jet | 1,000 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 0001BY | Field Molded Crack Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 0001BZ | Field Molded Joint/Crack Sealing, LOX | 1,500 | LF | $0.00 | |
| Compatible, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 0001CA | Field Molded Joint/Crack Sealing, LOX | 500 | LF | $0.00 | |
| Compatible, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 0001CB | Preformed Elastomeric Joint Seal | 200 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 0001CC | Preformed Elastomeric Joint Seal | 100 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 0001CD | Topsoil | 8,000 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 0001CE | Topsoiling | 2,000 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 0001CF | Seeding | 5,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001CG | Mulching | 3,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 0001CH | Sodding | 10,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 0001CJ | Pavement Edging | 3,000 | LF | $0.00 | |
| (02800/1.5.3 & 1.6.3) | |||||
| 0001CK | Paint Removal | 2,100 | SF | $0.00 | |
| (02900/3.6.1 & 3.7.1) | |||||
| 0001CL | Striping | 340,000 | LF | $0.00 | |
| (02900/3.6.2 & 3.7.2) | |||||
| 0001CM | Crosswalks and Stop Lines | 22,400 | SF | $0.00 | |
| (02900/3.6.3 & 3.7.3) | |||||
| 0001CN | Hot-Mix, Hot-Laid Bituminous Concrete | 5,000 | SY-IN | $0.00 | |
| Pavement, Type B, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 0001CP | Hot-Mix, Hot-Laid Bituminous Concrete | 30,000 | SY-IN | $0.00 | |
| Pavement, Type B, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 0001CQ | Hot-Mix, Hot-Laid Bituminous Concrete | 10,000 | SY-IN | $0.00 | |
| Pavement, Type C, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 0001CR | Hot-Mix, Hot-Laid Bituminous Concrete | 150,000 | SY-IN | $0.00 | |
| Pavement, Type C, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 0001CS | Pavement Sealing/Rejuvenator | 11,000 | SY | $0.00 | |
| (03050/1.4 & 1.5) | |||||
| 0001CT | Asphalt Pavement Patching | 3,300 | SY-IN | $0.00 | |
| (03100/1.3 & 1.4) | |||||
| 0001CU | Cracking and Seating of Concrete Pavement | 5,000 | SY-IN | $0.00 | |
| (03200/1.7 & 1.8) | |||||
| 0001CV | Silt Fence | 100 | LF | $0.00 | |
| (03300/1.3.1 & 1.4.1) | |||||
| 0001CW | Stabilized Construction Entrance | 50 | SY | $0.00 | |
| (03300/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 0001CX | Storm Drain Inlet Protection | 50 | EA | $0.00 | |
| (03300/1.3.3 & 1.4.3) | |||||
| 0001CY | Pipe Bollards, 4-Inch | 50 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 0001CZ | Pipe Bollards, 6-Inch | 100 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 0001DA | 26"x1.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 0001DB | 30"x2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 0001DC | 33"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 0001DD | 45"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 0001DE | 51"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 0001DF | Replace Trench Drain Walls up to 12" | 100 | LF | $0.00 | |
| (03600/1.5.4 & 1.6.4) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 1001AA through 1001DF ) |
Option 1
| Attachment 10 | SOLICITATION NO. | ||||
| 01 Oct 16 | BID SCHEDULE | FA4497-17-R-0006 | |||
| SUPPLIES OR SERVICES AND PRICE/COST | CONTRACT NO. | ||||
| PROJECT 141085 | |||||
| OPTION YEAR ONE | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001AA | Remove Existing Asphalt | 37,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 1001AB | Remove Existing Asphalt | 150,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 1001AC | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 1001AD | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 1001AE | Saw Cutting, Asphalt Pavement | 5,000 | LF-IN | $0.00 | |
| (02110/1.5.2 & 1.6.2) | |||||
| 1001AF | Saw Cutting, Concrete Pavement | 1,000 | LF-IN | $0.00 | |
| (02110/1.5.3 & 1.6.3) | |||||
| 1001AG | Remove Existing PCC Curb, Integral Curb | 5900 | SY | $0.00 | |
| and Gutter, and Sidewalk | |||||
| (02120/1.3 &1.4) | |||||
| 1001AH | Remove Catch Basins, Manholes, and | 150 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 1001AJ | Tree Removal | 200 | DIA-IN | $0.00 | |
| (02140/1.4 & 1.5) | |||||
| 1001AK | Excavation & Removal | 5000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001AL | Excavation | 7000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| 1001AM | Excavation and Backfill for Pipe Trenches | 3,000 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 1001AN | Graded Aggregate Base Course | 5100 | CY | $0.00 | |
| (02600/1.6.1 & 1.7.1) | |||||
| 1001AP | Open Graded Aggregate Base Course | 100 | CY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 1001AQ | Preparation of Existing Base Course | 500 | SY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 1001AR | Soil Sterilization | 2,000 | SY | $0.00 | |
| (02600/1.6.4 & 1.7.4) | |||||
| 1001AS | Borrow, Type C | 1,700 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 1001AT | Borrow, Type G | 500 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 1001AU | Drainage Inlet/Manhole Adjustment | 20 | EA | $0.00 | |
| (02620/1.5.1 & 1.6.1) | |||||
| 1001AV | Drainage Inlet/Manhole Casting | 10 | EA | $0.00 | |
| (02620/1.5.2 & 1.6.2) | |||||
| 1001AW | Water Valve Box Adjustment | 25 | EA | $0.00 | |
| (02620/1.5.3 & 1.6.3) | |||||
| 1001AX | Drainage Inlet and Manhole Frame Extension | 10 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 1001AY | Water Valve Box Extension Ring | 20 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 1001AZ | Drainage Inlet (Up to 8') | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 1001BA | Drainage Inlet Add (over 8') | 2 | FT | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 1001BB | Manhole | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001BC | Concrete for Concrete Structures | 200 | CY | $0.00 | |
| (02622/1.3.1 & 1.4.1) | |||||
| 1001BD | Reinforcement for Concrete Structures | 7,500 | LB | $0.00 | |
| (02622/1.3.2 & 1.4.2) | |||||
| 1001BE | Welded Steel Wire Fabric, 6x6 | 1,000 | SY | $0.00 | |
| (02623/1.3 & 1.4) | |||||
| 1001BF | Reinforced Concrete Pipe, 12-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BG | Reinforced Concrete Pipe, 15-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BH | Reinforced Concrete Pipe, 18-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BJ | Reinforced Concrete Pipe, 24-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BK | Reinforced Concrete Pipe, 36-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BL | PVC Pipe, Schedule 80, 4-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BM | PVC Pipe, Schedule 80, 8-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BN | PVC Pipe, Schedule 80, 12-Inch | 50 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 1001BP | PCC Curb, Type 1, | 200 | LF | $0.00 | |
| Up to 200 LF (02630/1.3 & 1.4) | |||||
| 1001BQ | PCC Curb, Type 1, | 1,000 | LF | $0.00 | |
| Over 200 LF (02630/1.3 & 1.4) | |||||
| Integral PCC Curb and Gutter, Type 3, | 500 | LF | $0.00 | ||
| 1001BR | Up to 200 LF | ||||
| (02640/1.3 & 1.4) | |||||
| 1001BS | Integral PCC Curb and Gutter, Type 3, | 7,000 | LF | $0.00 | |
| Over 200 LF | |||||
| (02640/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001BT | PCC Sidewalk, 4-Inch | 30,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 1001BU | PCC Sidewalk, 6-Inch | 2,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 1001BV | Field Molded Joint Sealing, Non-Jet | 5,100 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 1001BW | Field Molded Joint Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 1001BX | Field Molded Crack Sealing, Non-Jet | 1,000 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 1001BY | Field Molded Crack Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 1001BZ | Field Molded Joint/Crack Sealing, LOX | 1,500 | LF | $0.00 | |
| Compatible, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 1001CA | Field Molded Joint/Crack Sealing, LOX | 500 | LF | $0.00 | |
| Compatible, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 1001CB | Preformed Elastomeric Joint Seal | 200 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 1001CC | Preformed Elastomeric Joint Seal | 100 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 1001CD | Topsoil | 8,000 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 1001CE | Topsoiling | 2,000 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 1001CF | Seeding | 5,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001CG | Mulching | 3,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 1001CH | Sodding | 10,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 1001CJ | Pavement Edging | 3,000 | LF | $0.00 | |
| (02800/1.5.3 & 1.6.3) | |||||
| 1001CK | Paint Removal | 2,100 | SF | $0.00 | |
| (02900/3.6.1 & 3.7.1) | |||||
| 1001CL | Striping | 340,000 | LF | $0.00 | |
| (02900/3.6.2 & 3.7.2) | |||||
| 1001CM | Crosswalks and Stop Lines | 22,400 | SF | $0.00 | |
| (02900/3.6.3 & 3.7.3) | |||||
| 1001CN | Hot-Mix, Hot-Laid Bituminous Concrete | 5,000 | SY-IN | $0.00 | |
| Pavement, Type B, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 1001CP | Hot-Mix, Hot-Laid Bituminous Concrete | 30,000 | SY-IN | $0.00 | |
| Pavement, Type B, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 1001CQ | Hot-Mix, Hot-Laid Bituminous Concrete | 10,000 | SY-IN | $0.00 | |
| Pavement, Type C, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 1001CR | Hot-Mix, Hot-Laid Bituminous Concrete | 150,000 | SY-IN | $0.00 | |
| Pavement, Type C, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 1001CS | Pavement Sealing/Rejuvenator | 11,000 | SY | $0.00 | |
| (03050/1.4 & 1.5) | |||||
| 1001CT | Asphalt Pavement Patching | 3,300 | SY-IN | $0.00 | |
| (03100/1.3 & 1.4) | |||||
| 1001CU | Cracking and Seating of Concrete Pavement | 5,000 | SY-IN | $0.00 | |
| (03200/1.7 & 1.8) | |||||
| 1001CV | Silt Fence | 100 | LF | $0.00 | |
| (03300/1.3.1 & 1.4.1) | |||||
| 1001CW | Stabilized Construction Entrance | 50 | SY | $0.00 | |
| (03300/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 1001CX | Storm Drain Inlet Protection | 50 | EA | $0.00 | |
| (03300/1.3.3 & 1.4.3) | |||||
| 1001CY | Pipe Bollards, 4-Inch | 50 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 1001CZ | Pipe Bollards, 6-Inch | 100 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 1001DA | 26"x1.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 1001DB | 30"x2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 1001DC | 33"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 1001DD | 45"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 1001DE | 51"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 1001DF | Replace Trench Drain Walls up to 12" | 100 | LF | $0.00 | |
| (03600/1.5.4 & 1.6.4) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 1001AA through 1001DF ) |
&A Page &P
Option 2
| Attachment 10 | SOLICITATION NO. | ||||
| 01 Oct 16 | FA4497-17-R-0006 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141085 | |||||
| OPTION YEAR TWO | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001AA | Remove Existing Asphalt | 37,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 2001AB | Remove Existing Asphalt | 150,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 2001AC | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 2001AD | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 2001AE | Saw Cutting, Asphalt Pavement | 5,000 | LF-IN | $0.00 | |
| (02110/1.5.2 & 1.6.2) | |||||
| 2001AF | Saw Cutting, Concrete Pavement | 1,000 | LF-IN | $0.00 | |
| (02110/1.5.3 & 1.6.3) | |||||
| 2001AG | Remove Existing PCC Curb, Integral Curb | 5900 | SY | $0.00 | |
| and Gutter, and Sidewalk | |||||
| (02120/1.3 &1.4) | |||||
| 2001AH | Remove Catch Basins, Manholes, and | 150 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 2001AJ | Tree Removal | 200 | DIA-IN | $0.00 | |
| (02140/1.4 & 1.5) | |||||
| 2001AK | Excavation & Removal | 5000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001AL | Excavation | 7000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| 2001AM | Excavation and Backfill for Pipe Trenches | 3,000 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 2001AN | Graded Aggregate Base Course | 5100 | CY | $0.00 | |
| (02600/1.6.1 & 1.7.1) | |||||
| 2001AP | Open Graded Aggregate Base Course | 100 | CY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 2001AQ | Preparation of Existing Base Course | 500 | SY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 2001AR | Soil Sterilization | 2,000 | SY | $0.00 | |
| (02600/1.6.4 & 1.7.4) | |||||
| 2001AS | Borrow, Type C | 1,700 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 2001AT | Borrow, Type G | 500 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 2001AU | Drainage Inlet/Manhole Adjustment | 20 | EA | $0.00 | |
| (02620/1.5.1 & 1.6.1) | |||||
| 2001AV | Drainage Inlet/Manhole Casting | 10 | EA | $0.00 | |
| (02620/1.5.2 & 1.6.2) | |||||
| 2001AW | Water Valve Box Adjustment | 25 | EA | $0.00 | |
| (02620/1.5.3 & 1.6.3) | |||||
| 2001AX | Drainage Inlet and Manhole Frame Extension | 10 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 2001AY | Water Valve Box Extension Ring | 20 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 2001AZ | Drainage Inlet (Up to 8') | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 2001BA | Drainage Inlet Add (over 8') | 2 | FT | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 2001BB | Manhole | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001BC | Concrete for Concrete Structures | 200 | CY | $0.00 | |
| (02622/1.3.1 & 1.4.1) | |||||
| 2001BD | Reinforcement for Concrete Structures | 7,500 | LB | $0.00 | |
| (02622/1.3.2 & 1.4.2) | |||||
| 2001BE | Welded Steel Wire Fabric, 6x6 | 1,000 | SY | $0.00 | |
| (02623/1.3 & 1.4) | |||||
| 2001BF | Reinforced Concrete Pipe, 12-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BG | Reinforced Concrete Pipe, 15-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BH | Reinforced Concrete Pipe, 18-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BJ | Reinforced Concrete Pipe, 24-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BK | Reinforced Concrete Pipe, 36-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BL | PVC Pipe, Schedule 80, 4-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BM | PVC Pipe, Schedule 80, 8-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BN | PVC Pipe, Schedule 80, 12-Inch | 50 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 2001BP | PCC Curb, Type 1, | 200 | LF | $0.00 | |
| Up to 200 LF (02630/1.3 & 1.4) | |||||
| 2001BQ | PCC Curb, Type 1, | 1,000 | LF | $0.00 | |
| Over 200 LF (02630/1.3 & 1.4) | |||||
| Integral PCC Curb and Gutter, Type 3, | 500 | LF | $0.00 | ||
| 2001BR | Up to 200 LF | ||||
| (02640/1.3 & 1.4) | |||||
| 2001BS | Integral PCC Curb and Gutter, Type 3, | 7,000 | LF | $0.00 | |
| Over 200 LF | |||||
| (02640/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001BT | PCC Sidewalk, 4-Inch | 30,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 2001BU | PCC Sidewalk, 6-Inch | 2,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 2001BV | Field Molded Joint Sealing, Non-Jet | 5,100 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 2001BW | Field Molded Joint Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 2001BX | Field Molded Crack Sealing, Non-Jet | 1,000 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 2001BY | Field Molded Crack Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 2001BZ | Field Molded Joint/Crack Sealing, LOX | 1,500 | LF | $0.00 | |
| Compatible, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 2001CA | Field Molded Joint/Crack Sealing, LOX | 500 | LF | $0.00 | |
| Compatible, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 2001CB | Preformed Elastomeric Joint Seal | 200 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 2001CC | Preformed Elastomeric Joint Seal | 100 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 2001CD | Topsoil | 8,000 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 2001CE | Topsoiling | 2,000 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 2001CF | Seeding | 5,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001CG | Mulching | 3,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 2001CH | Sodding | 10,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 2001CJ | Pavement Edging | 3,000 | LF | $0.00 | |
| (02800/1.5.3 & 1.6.3) | |||||
| 2001CK | Paint Removal | 2,100 | SF | $0.00 | |
| (02900/3.6.1 & 3.7.1) | |||||
| 2001CL | Striping | 340,000 | LF | $0.00 | |
| (02900/3.6.2 & 3.7.2) | |||||
| 2001CM | Crosswalks and Stop Lines | 22,400 | SF | $0.00 | |
| (02900/3.6.3 & 3.7.3) | |||||
| 2001CN | Hot-Mix, Hot-Laid Bituminous Concrete | 5,000 | SY-IN | $0.00 | |
| Pavement, Type B, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 2001CP | Hot-Mix, Hot-Laid Bituminous Concrete | 30,000 | SY-IN | $0.00 | |
| Pavement, Type B, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 2001CQ | Hot-Mix, Hot-Laid Bituminous Concrete | 10,000 | SY-IN | $0.00 | |
| Pavement, Type C, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 2001CR | Hot-Mix, Hot-Laid Bituminous Concrete | 150,000 | SY-IN | $0.00 | |
| Pavement, Type C, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 2001CS | Pavement Sealing/Rejuvenator | 11,000 | SY | $0.00 | |
| (03050/1.4 & 1.5) | |||||
| 2001CT | Asphalt Pavement Patching | 3,300 | SY-IN | $0.00 | |
| (03100/1.3 & 1.4) | |||||
| 2001CU | Cracking and Seating of Concrete Pavement | 5,000 | SY-IN | $0.00 | |
| (03200/1.7 & 1.8) | |||||
| 2001CV | Silt Fence | 100 | LF | $0.00 | |
| (03300/1.3.1 & 1.4.1) | |||||
| 2001CW | Stabilized Construction Entrance | 50 | SY | $0.00 | |
| (03300/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 2001CX | Storm Drain Inlet Protection | 50 | EA | $0.00 | |
| (03300/1.3.3 & 1.4.3) | |||||
| 2001CY | Pipe Bollards, 4-Inch | 50 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 2001CZ | Pipe Bollards, 6-Inch | 100 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 2001DA | 26"x1.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 2001DB | 30"x2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 2001DC | 33"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 2001DD | 45"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 2001DE | 51"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 2001DF | Replace Trench Drain Walls up to 12" | 100 | LF | $0.00 | |
| (03600/1.5.4 & 1.6.4) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | $0.00 | ||||
| (Items 2001AA through 2001DF ) |
&A Page &P
Option 3
| Attachment 10 | SOLICITATION NO. | ||||
| 01 Oct 16 | FA4497-17-R-0006 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141085 | |||||
| OPTION YEAR THREE | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001AA | Remove Existing Asphalt | 37,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 3001AB | Remove Existing Asphalt | 150,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 3001AC | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 3001AD | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 3001AE | Saw Cutting, Asphalt Pavement | 5,000 | LF-IN | $0.00 | |
| (02110/1.5.2 & 1.6.2) | |||||
| 3001AF | Saw Cutting, Concrete Pavement | 1,000 | LF-IN | $0.00 | |
| (02110/1.5.3 & 1.6.3) | |||||
| 3001AG | Remove Existing PCC Curb, Integral Curb | 5900 | SY | $0.00 | |
| and Gutter, and Sidewalk | |||||
| (02120/1.3 &1.4) | |||||
| 3001AH | Remove Catch Basins, Manholes, and | 150 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 3001AJ | Tree Removal | 200 | DIA-IN | $0.00 | |
| (02140/1.4 & 1.5) | |||||
| 3001AK | Excavation & Removal | 5000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001AL | Excavation | 7000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| 3001AM | Excavation and Backfill for Pipe Trenches | 3,000 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 3001AN | Graded Aggregate Base Course | 5100 | CY | $0.00 | |
| (02600/1.6.1 & 1.7.1) | |||||
| 3001AP | Open Graded Aggregate Base Course | 100 | CY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 3001AQ | Preparation of Existing Base Course | 500 | SY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 3001AR | Soil Sterilization | 2,000 | SY | $0.00 | |
| (02600/1.6.4 & 1.7.4) | |||||
| 3001AS | Borrow, Type C | 1,700 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 3001AT | Borrow, Type G | 500 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 3001AU | Drainage Inlet/Manhole Adjustment | 20 | EA | $0.00 | |
| (02620/1.5.1 & 1.6.1) | |||||
| 3001AV | Drainage Inlet/Manhole Casting | 10 | EA | $0.00 | |
| (02620/1.5.2 & 1.6.2) | |||||
| 3001AW | Water Valve Box Adjustment | 25 | EA | $0.00 | |
| (02620/1.5.3 & 1.6.3) | |||||
| 3001AX | Drainage Inlet and Manhole Frame Extension | 10 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 3001AY | Water Valve Box Extension Ring | 20 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 3001AZ | Drainage Inlet (Up to 8') | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 3001BA | Drainage Inlet Add (over 8') | 2 | FT | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 3001BB | Manhole | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001BC | Concrete for Concrete Structures | 200 | CY | $0.00 | |
| (02622/1.3.1 & 1.4.1) | |||||
| 3001BD | Reinforcement for Concrete Structures | 7,500 | LB | $0.00 | |
| (02622/1.3.2 & 1.4.2) | |||||
| 3001BE | Welded Steel Wire Fabric, 6x6 | 1,000 | SY | $0.00 | |
| (02623/1.3 & 1.4) | |||||
| 3001BF | Reinforced Concrete Pipe, 12-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BG | Reinforced Concrete Pipe, 15-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BH | Reinforced Concrete Pipe, 18-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BJ | Reinforced Concrete Pipe, 24-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BK | Reinforced Concrete Pipe, 36-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BL | PVC Pipe, Schedule 80, 4-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BM | PVC Pipe, Schedule 80, 8-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BN | PVC Pipe, Schedule 80, 12-Inch | 50 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 3001BP | PCC Curb, Type 1, | 200 | LF | $0.00 | |
| Up to 200 LF (02630/1.3 & 1.4) | |||||
| 3001BQ | PCC Curb, Type 1, | 1,000 | LF | $0.00 | |
| Over 200 LF (02630/1.3 & 1.4) | |||||
| Integral PCC Curb and Gutter, Type 3, | 500 | LF | $0.00 | ||
| 3001BR | Up to 200 LF | ||||
| (02640/1.3 & 1.4) | |||||
| 3001BS | Integral PCC Curb and Gutter, Type 3, | 7,000 | LF | $0.00 | |
| Over 200 LF | |||||
| (02640/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001BT | PCC Sidewalk, 4-Inch | 30,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 3001BU | PCC Sidewalk, 6-Inch | 2,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 3001BV | Field Molded Joint Sealing, Non-Jet | 5,100 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 3001BW | Field Molded Joint Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 3001BX | Field Molded Crack Sealing, Non-Jet | 1,000 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 3001BY | Field Molded Crack Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 3001BZ | Field Molded Joint/Crack Sealing, LOX | 1,500 | LF | $0.00 | |
| Compatible, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 3001CA | Field Molded Joint/Crack Sealing, LOX | 500 | LF | $0.00 | |
| Compatible, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 3001CB | Preformed Elastomeric Joint Seal | 200 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 3001CC | Preformed Elastomeric Joint Seal | 100 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 3001CD | Topsoil | 8,000 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 3001CE | Topsoiling | 2,000 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 3001CF | Seeding | 5,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001CG | Mulching | 3,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 3001CH | Sodding | 10,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 3001CJ | Pavement Edging | 3,000 | LF | $0.00 | |
| (02800/1.5.3 & 1.6.3) | |||||
| 3001CK | Paint Removal | 2,100 | SF | $0.00 | |
| (02900/3.6.1 & 3.7.1) | |||||
| 3001CL | Striping | 340,000 | LF | $0.00 | |
| (02900/3.6.2 & 3.7.2) | |||||
| 3001CM | Crosswalks and Stop Lines | 22,400 | SF | $0.00 | |
| (02900/3.6.3 & 3.7.3) | |||||
| 3001CN | Hot-Mix, Hot-Laid Bituminous Concrete | 5,000 | SY-IN | $0.00 | |
| Pavement, Type B, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 3001CP | Hot-Mix, Hot-Laid Bituminous Concrete | 30,000 | SY-IN | $0.00 | |
| Pavement, Type B, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 3001CQ | Hot-Mix, Hot-Laid Bituminous Concrete | 10,000 | SY-IN | $0.00 | |
| Pavement, Type C, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 3001CR | Hot-Mix, Hot-Laid Bituminous Concrete | 150,000 | SY-IN | $0.00 | |
| Pavement, Type C, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 3001CS | Pavement Sealing/Rejuvenator | 11,000 | SY | $0.00 | |
| (03050/1.4 & 1.5) | |||||
| 3001CT | Asphalt Pavement Patching | 3,300 | SY-IN | $0.00 | |
| (03100/1.3 & 1.4) | |||||
| 3001CU | Cracking and Seating of Concrete Pavement | 5,000 | SY-IN | $0.00 | |
| (03200/1.7 & 1.8) | |||||
| 3001CV | Silt Fence | 100 | LF | $0.00 | |
| (03300/1.3.1 & 1.4.1) | |||||
| 3001CW | Stabilized Construction Entrance | 50 | SY | $0.00 | |
| (03300/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 3001CX | Storm Drain Inlet Protection | 50 | EA | $0.00 | |
| (03300/1.3.3 & 1.4.3) | |||||
| 3001CY | Pipe Bollards, 4-Inch | 50 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 3001CZ | Pipe Bollards, 6-Inch | 100 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 3001DA | 26"x1.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 3001DB | 30"x2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 3001DC | 33"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 3001DD | 45"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 3001DE | 51"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 3001DF | Replace Trench Drain Walls up to 12" | 100 | LF | $0.00 | |
| (03600/1.5.4 & 1.6.4) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 3001AA through 3001DF) |
&A Page &P
Option 4
| Attachment 10 | SOLICITATION NO. | ||||
| 01 Oct 16 | FA4497-17-R-0006 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141085 | |||||
| OPTION YEAR FOUR | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001AA | Remove Existing Asphalt | 37,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AB | Remove Existing Asphalt | 150,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AC | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AD | Remove Existing Concrete | 1,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AE | Saw Cutting, Asphalt Pavement | 5,000 | LF-IN | $0.00 | |
| (02110/1.5.2 & 1.6.2) | |||||
| 4001AF | Saw Cutting, Concrete Pavement | 1,000 | LF-IN | $0.00 | |
| (02110/1.5.3 & 1.6.3) | |||||
| 4001AG | Remove Existing PCC Curb, Integral Curb | 5900 | SY | $0.00 | |
| and Gutter, and Sidewalk | |||||
| (02120/1.3 &1.4) | |||||
| 4001AH | Remove Catch Basins, Manholes, and | 150 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 4001AJ | Tree Removal | 200 | DIA-IN | $0.00 | |
| (02140/1.4 & 1.5) | |||||
| 4001AK | Excavation & Removal | 5000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001AL | Excavation | 7000 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| 4001AM | Excavation and Backfill for Pipe Trenches | 3,000 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 4001AN | Graded Aggregate Base Course | 5100 | CY | $0.00 | |
| (02600/1.6.1 & 1.7.1) | |||||
| 4001AP | Open Graded Aggregate Base Course | 100 | CY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 4001AQ | Preparation of Existing Base Course | 500 | SY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 4001AR | Soil Sterilization | 2,000 | SY | $0.00 | |
| (02600/1.6.4 & 1.7.4) | |||||
| 4001AS | Borrow, Type C | 1,700 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 4001AT | Borrow, Type G | 500 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 4001AU | Drainage Inlet/Manhole Adjustment | 20 | EA | $0.00 | |
| (02620/1.5.1 & 1.6.1) | |||||
| 4001AV | Drainage Inlet/Manhole Casting | 10 | EA | $0.00 | |
| (02620/1.5.2 & 1.6.2) | |||||
| 4001AW | Water Valve Box Adjustment | 25 | EA | $0.00 | |
| (02620/1.5.3 & 1.6.3) | |||||
| 4001AX | Drainage Inlet and Manhole Frame Extension | 10 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 4001AY | Water Valve Box Extension Ring | 20 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 4001AZ | Drainage Inlet (Up to 8') | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 4001BA | Drainage Inlet Add (over 8') | 2 | FT | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 4001BB | Manhole | 20 | EA | $0.00 | |
| (02621/1.4 & 1.5.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001BC | Concrete for Concrete Structures | 200 | CY | $0.00 | |
| (02622/1.3.1 & 1.4.1) | |||||
| 4001BD | Reinforcement for Concrete Structures | 7,500 | LB | $0.00 | |
| (02622/1.3.2 & 1.4.2) | |||||
| 4001BE | Welded Steel Wire Fabric, 6x6 | 1,000 | SY | $0.00 | |
| (02623/1.3 & 1.4) | |||||
| 4001BF | Reinforced Concrete Pipe, 12-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BG | Reinforced Concrete Pipe, 15-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BH | Reinforced Concrete Pipe, 18-Inch | 1,000 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BJ | Reinforced Concrete Pipe, 24-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BK | Reinforced Concrete Pipe, 36-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BL | PVC Pipe, Schedule 80, 4-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BM | PVC Pipe, Schedule 80, 8-Inch | 100 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BN | PVC Pipe, Schedule 80, 12-Inch | 50 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BP | PCC Curb, Type 1, | 200 | LF | $0.00 | |
| Up to 200 LF (02630/1.3 & 1.4) | |||||
| 4001BQ | PCC Curb, Type 1, | 1,000 | LF | $0.00 | |
| Over 200 LF (02630/1.3 & 1.4) | |||||
| Integral PCC Curb and Gutter, Type 3, | 500 | LF | $0.00 | ||
| 4001BR | Up to 200 LF | ||||
| (02640/1.3 & 1.4) | |||||
| 4001BS | Integral PCC Curb and Gutter, Type 3, | 7,000 | LF | $0.00 | |
| Over 200 LF | |||||
| (02640/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001BT | PCC Sidewalk, 4-Inch | 30,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 4001BU | PCC Sidewalk, 6-Inch | 2,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 4001BV | Field Molded Joint Sealing, Non-Jet | 5,100 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BW | Field Molded Joint Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BX | Field Molded Crack Sealing, Non-Jet | 1,000 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BY | Field Molded Crack Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BZ | Field Molded Joint/Crack Sealing, LOX | 1,500 | LF | $0.00 | |
| Compatible, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001CA | Field Molded Joint/Crack Sealing, LOX | 500 | LF | $0.00 | |
| Compatible, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001CB | Preformed Elastomeric Joint Seal | 200 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 4001CC | Preformed Elastomeric Joint Seal | 100 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 4001CD | Topsoil | 8,000 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 4001CE | Topsoiling | 2,000 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 4001CF | Seeding | 5,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001CG | Mulching | 3,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 4001CH | Sodding | 10,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 4001CJ | Pavement Edging | 3,000 | LF | $0.00 | |
| (02800/1.5.3 & 1.6.3) | |||||
| 4001CK | Paint Removal | 2,100 | SF | $0.00 | |
| (02900/3.6.1 & 3.7.1) | |||||
| 4001CL | Striping | 340,000 | LF | $0.00 | |
| (02900/3.6.2 & 3.7.2) | |||||
| 4001CM | Crosswalks and Stop Lines | 22,400 | SF | $0.00 | |
| (02900/3.6.3 & 3.7.3) | |||||
| 4001CN | Hot-Mix, Hot-Laid Bituminous Concrete | 5,000 | SY-IN | $0.00 | |
| Pavement, Type B, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CP | Hot-Mix, Hot-Laid Bituminous Concrete | 30,000 | SY-IN | $0.00 | |
| Pavement, Type B, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CQ | Hot-Mix, Hot-Laid Bituminous Concrete | 10,000 | SY-IN | $0.00 | |
| Pavement, Type C, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CR | Hot-Mix, Hot-Laid Bituminous Concrete | 150,000 | SY-IN | $0.00 | |
| Pavement, Type C, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CS | Pavement Sealing/Rejuvenator | 11,000 | SY | $0.00 | |
| (03050/1.4 & 1.5) | |||||
| 4001CT | Asphalt Pavement Patching | 3,300 | SY-IN | $0.00 | |
| (03100/1.3 & 1.4) | |||||
| 4001CU | Cracking and Seating of Concrete Pavement | 5,000 | SY-IN | $0.00 | |
| (03200/1.7 & 1.8) | |||||
| 4001CV | Silt Fence | 100 | LF | $0.00 | |
| (03300/1.3.1 & 1.4.1) | |||||
| 4001CW | Stabilized Construction Entrance | 50 | SY | $0.00 | |
| (03300/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001CX | Storm Drain Inlet Protection | 50 | EA | $0.00 | |
| (03300/1.3.3 & 1.4.3) | |||||
| 4001CY | Pipe Bollards, 4-Inch | 50 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 4001CZ | Pipe Bollards, 6-Inch | 100 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 4001DA | 26"x1.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DB | 30"x2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DC | 33"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DD | 45"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DE | 51"x 2.5" Frame & Grate | 50 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DF | Replace Trench Drain Walls up to 12" | 100 | LF | $0.00 | |
| (03600/1.5.4 & 1.6.4) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 4001AA through 4001DF) |
&A Page &P
6 Month Extension
| Attachment 10 | SOLICITATION NO. | ||||
| 01 Oct 16 | FA4497-17-R-0006 | ||||
| CONTRACT NO. | |||||
| BID SCHEDULE | |||||
| SUPPLIES OR SERVICES AND PRICE/COST | |||||
| PROJECT 141085 | |||||
| OPTION YEAR FOUR | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001AA | Remove Existing Asphalt | 18,500 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AB | Remove Existing Asphalt | 75,000 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AC | Remove Existing Concrete | 500 | SY-IN | $0.00 | |
| Pavement, Full Depth | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AD | Remove Existing Concrete | 500 | SY-IN | $0.00 | |
| Pavement, Pavement Milling | |||||
| (02110/1.5.1 & 1.6.1) | |||||
| 4001AE | Saw Cutting, Asphalt Pavement | 2,500 | LF-IN | $0.00 | |
| (02110/1.5.2 & 1.6.2) | |||||
| 4001AF | Saw Cutting, Concrete Pavement | 500 | LF-IN | $0.00 | |
| (02110/1.5.3 & 1.6.3) | |||||
| 4001AG | Remove Existing PCC Curb, Integral Curb | 2950 | SY | $0.00 | |
| and Gutter, and Sidewalk | |||||
| (02120/1.3 &1.4) | |||||
| 4001AH | Remove Catch Basins, Manholes, and | 75 | CY | $0.00 | |
| Drainage Pipe | |||||
| (02130/1.4 & 1.5) | |||||
| 4001AJ | Tree Removal | 100 | DIA-IN | $0.00 | |
| (02140/1.4 & 1.5) | |||||
| 4001AK | Excavation & Removal | 2500 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001AL | Excavation | 3500 | CY | $0.00 | |
| (02300/1.2 & 1.3) | |||||
| 4001AM | Excavation and Backfill for Pipe Trenches | 1,500 | CY | $0.00 | |
| (02310/ 1.2.1 & 1.3.1) | |||||
| 4001AN | Graded Aggregate Base Course | 2550 | CY | $0.00 | |
| (02600/1.6.1 & 1.7.1) | |||||
| 4001AP | Open Graded Aggregate Base Course | 50 | CY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 4001AQ | Preparation of Existing Base Course | 250 | SY | $0.00 | |
| (02600/1.6.2 & 1.7.2) | |||||
| 4001AR | Soil Sterilization | 1,000 | SY | $0.00 | |
| (02600/1.6.4 & 1.7.4) | |||||
| 4001AS | Borrow, Type C | 850 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 4001AT | Borrow, Type G | 250 | CY | $0.00 | |
| (02610/1.3 & 1.4) | |||||
| 4001AU | Drainage Inlet/Manhole Adjustment | 10 | EA | $0.00 | |
| (02620/1.5.1 & 1.6.1) | |||||
| 4001AV | Drainage Inlet/Manhole Casting | 5 | EA | $0.00 | |
| (02620/1.5.2 & 1.6.2) | |||||
| 4001AW | Water Valve Box Adjustment | 14 | EA | $0.00 | |
| (02620/1.5.3 & 1.6.3) | |||||
| 4001AX | Drainage Inlet and Manhole Frame Extension | 5 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 4001AY | Water Valve Box Extension Ring | 10 | EA-IN | $0.00 | |
| (02620/1.5.4 & 1.6.4) | |||||
| 4001AZ | Drainage Inlet (Up to 8') | 10 | EA | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 4001BA | Drainage Inlet Add (over 8') | 1 | FT | $0.00 | |
| (02621/1.4 & 1.5.1) | |||||
| 4001BB | Manhole | 10 | EA | $0.00 | |
| (02621/1.4 & 1.5.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001BC | Concrete for Concrete Structures | 100 | CY | $0.00 | |
| (02622/1.3.1 & 1.4.1) | |||||
| 4001BD | Reinforcement for Concrete Structures | 3,750 | LB | $0.00 | |
| (02622/1.3.2 & 1.4.2) | |||||
| 4001BE | Welded Steel Wire Fabric, 6x6 | 500 | SY | $0.00 | |
| (02623/1.3 & 1.4) | |||||
| 4001BF | Reinforced Concrete Pipe, 12-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BG | Reinforced Concrete Pipe, 15-Inch | 250 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BH | Reinforced Concrete Pipe, 18-Inch | 500 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BJ | Reinforced Concrete Pipe, 24-Inch | 250 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BK | Reinforced Concrete Pipe, 36-Inch | 250 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BL | PVC Pipe, Schedule 80, 4-Inch | 50 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BM | PVC Pipe, Schedule 80, 8-Inch | 50 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BN | PVC Pipe, Schedule 80, 12-Inch | 25 | LF | $0.00 | |
| (02625/1.3 & 1.4) | |||||
| 4001BP | PCC Curb, Type 1, | 100 | LF | $0.00 | |
| Up to 200 LF (02630/1.3 & 1.4) | |||||
| 4001BQ | PCC Curb, Type 1, | 500 | LF | $0.00 | |
| Over 200 LF (02630/1.3 & 1.4) | |||||
| Integral PCC Curb and Gutter, Type 3, | 250 | LF | $0.00 | ||
| 4001BR | Up to 200 LF | ||||
| (02640/1.3 & 1.4) | |||||
| 4001BS | Integral PCC Curb and Gutter, Type 3, | 3,500 | LF | $0.00 | |
| Over 200 LF | |||||
| (02640/1.3 & 1.4) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001BT | PCC Sidewalk, 4-Inch | 15,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 4001BU | PCC Sidewalk, 6-Inch | 1,000 | SF | $0.00 | |
| (02650/1.3 & 1.4) | |||||
| 4001BV | Field Molded Joint Sealing, Non-Jet | 2,550 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BW | Field Molded Joint Sealing, Non-Jet | 250 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BX | Field Molded Crack Sealing, Non-Jet | 500 | LF | $0.00 | |
| Fuel Resistant, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BY | Field Molded Crack Sealing, Non-Jet | 250 | LF | $0.00 | |
| Fuel Resistant, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001BZ | Field Molded Joint/Crack Sealing, LOX | 750 | LF | $0.00 | |
| Compatible, Up to 1/2-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001CA | Field Molded Joint/Crack Sealing, LOX | 250 | LF | $0.00 | |
| Compatible, Up to 3/4-Inch Joint Width | |||||
| (02655/1.3 & 1.4) | |||||
| 4001CB | Preformed Elastomeric Joint Seal | 100 | LF | $0.00 | |
| Up to 1/2-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 4001CC | Preformed Elastomeric Joint Seal | 50 | LF | $0.00 | |
| Up to 5/8-Inch Joint Width | |||||
| (02656/1.9 & 1.10) | |||||
| 4001CD | Topsoil | 4,000 | SY | $0.00 | |
| (02660/1.3 & 1.4) | |||||
| 4001CE | Topsoiling | 1,000 | SY | $0.00 | |
| (02670/1.3 & 1.4) | |||||
| 4001CF | Seeding | 2,500 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.1) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001CG | Mulching | 1,500 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.2) | |||||
| 4001CH | Sodding | 5,000 | SY | $0.00 | |
| (02680/1.3.1 & 1.4.3) | |||||
| 4001CJ | Pavement Edging | 1,500 | LF | $0.00 | |
| (02800/1.5.3 & 1.6.3) | |||||
| 4001CK | Paint Removal | 1,050 | SF | $0.00 | |
| (02900/3.6.1 & 3.7.1) | |||||
| 4001CL | Striping | 170,000 | LF | $0.00 | |
| (02900/3.6.2 & 3.7.2) | |||||
| 4001CM | Crosswalks and Stop Lines | 11,200 | SF | $0.00 | |
| (02900/3.6.3 & 3.7.3) | |||||
| 4001CN | Hot-Mix, Hot-Laid Bituminous Concrete | 2,500 | SY-IN | $0.00 | |
| Pavement, Type B, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CP | Hot-Mix, Hot-Laid Bituminous Concrete | 15,000 | SY-IN | $0.00 | |
| Pavement, Type B, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CQ | Hot-Mix, Hot-Laid Bituminous Concrete | 5,000 | SY-IN | $0.00 | |
| Pavement, Type C, Up to 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CR | Hot-Mix, Hot-Laid Bituminous Concrete | 75,000 | SY-IN | $0.00 | |
| Pavement, Type C, Over 1400 SY-IN | |||||
| (03000/1.6 & 1.7) | |||||
| 4001CS | Pavement Sealing/Rejuvenator | 5,500 | SY | $0.00 | |
| (03050/1.4 & 1.5) | |||||
| 4001CT | Asphalt Pavement Patching | 1,650 | SY-IN | $0.00 | |
| (03100/1.3 & 1.4) | |||||
| 4001CU | Cracking and Seating of Concrete Pavement | 2,500 | SY-IN | $0.00 | |
| (03200/1.7 & 1.8) | |||||
| 4001CV | Silt Fence | 50 | LF | $0.00 | |
| (03300/1.3.1 & 1.4.1) | |||||
| 4001CW | Stabilized Construction Entrance | 25 | SY | $0.00 | |
| (03300/1.3.2 & 1.4.2) | |||||
| ESTIMATED | |||||
| ESTIMATED | UNIT | EXTENDED | |||
| ITEM | DESCRIPTION | QUANTITY | UNIT | PRICE | AMOUNT |
| 4001CX | Storm Drain Inlet Protection | 25 | EA | $0.00 | |
| (03300/1.3.3 & 1.4.3) | |||||
| 4001CY | Pipe Bollards, 4-Inch | 25 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 4001CZ | Pipe Bollards, 6-Inch | 50 | EA | $0.00 | |
| (03500/1.4 & 1.5) | |||||
| 4001DA | 26"x1.5" Frame & Grate | 25 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DB | 30"x2.5" Frame & Grate | 25 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DC | 33"x 2.5" Frame & Grate | 25 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DD | 45"x 2.5" Frame & Grate | 25 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DE | 51"x 2.5" Frame & Grate | 25 | LF | $0.00 | |
| (03600/1.5.1 & 1.6.1) | |||||
| 4001DF | Replace Trench Drain Walls up to 12" | 50 | LF | $0.00 | |
| (03600/1.5.4 & 1.6.4) | |||||
| TOTAL ESTIMATED EXTENDED AMOUNT | Total | $0.00 | |||
| (Items 4001AA through 4001DF) |
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Total
| Attachment 10 | SOLICITATION NO. | |||
| 01 Oct 16 | FA4497-17-R-0006 | |||
| CONTRACT NO. | ||||
| BID SCHEDULE | ||||
| PROJECT 141085 | ||||
| SUPPLIES OR SERVICES AND PRICE/COST | ||||
| 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 .