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BIDDING SCHEDULE BASIC YEAR
| Item | | | | Estimated | Unit |
| No. | Description | Quantity Unit | Price | Amount | |
| 0001. | Earthwork * (31 00 00) | | | |
| 0001a. | 100-499 CY | 100 | CY. | $ $ |
| 0001b. | Over 500 CY | 500 CY. | $ $ | |
| 0002. | Aggregate Material (32 11 23) | | | | | | |
| 0002a. | | Gravel Surfacing (Stockpiled) | 1,000 | TON | $ $ | | |
| 0002b. | | Aggregate Base Course | | 1,000 | TON $ $ | | |
| | (Stockpiled) | | | | | |
| 0002c. | | Fine Aggregate (Stockpiled) | 1,000 | TON $ $ | | | |
| 0002d. | | Gravel Surfacing | | | 1,000 | TON | $ $ |
| | (Supplied-In-Place) | | | | | |
| 0002e. | | Aggregate Base Course | | 1,000 | TON $ $ | | |
| | (Supplied-In-Place) | | | | | |
| 0002f. | | Fine Aggregate | | | 1,000 | TON $ ____________ $__________ | |
| | (Supplied-In-Place) | | | | | |
| 0002g. | | Crushing Asphalt Mix Material 500 | TON $_____________ $__________ | | | | |
(Stockpiled)
| 0003. | Concrete Work (32 16 13) | | | | | | | |
| 0003a. | Pavement 4” thick | 800 | SQ.FT. $ $ | | | | | |
| 0003b. | Pavement 6” thick | 800 | SQ.FT. $ $ | | | | | |
| 0003c. | Pavement 8” thick | 800 | SQ.FT. $ $ 0003d. | | Straight Curb | 100 | FT. | $ $ |
| 0003e. | Curb & Gutter (Cast) | 100 | FT. | $ $ | | | | |
| 0003f. | Curb & Gutter (Slip Form) | 1,000 | FT. | $ $ | | | | |
| 0003g. | Rebar (#3 or #4) | | 100 | LB. $ $ | | | | |
| 0004. | Crack Sealing (32 01 17.16) | | | |
| 0004a. | Asphalt | 20,000 | FT. | $ $ |
| 0004b. | Concrete | 500 | FT. | $ $ |
| 0005. | Asphalt Seal & Fog Coats (31 12 36.13) | | | |
| 0005a. | Asphalt Surface Treatment | 10,000 | SQ.YD. $ $ | |
| 0005b. | Flush Seal | | | 10,000 SQ.YD. $ $ |
| 0005c. | Fog Seal | | | 10,000 SQ.YD. $ $ |
| 0006. | Hot Mix Asphalt (32 12 16) | | | |
| 0006a. | Pave Gravel Surface | 400 TON | $ $ | |
| 0006b. | Overlay Paved Surface | 400 | TON | $ $ |
| 0007. | Asphalt Pothole Repair (32 12 16) | | | |
| 0007a. | Asphalt Patch ≤ 2” depth | | 400 SQ.FT. | $ $ |
| 0007b. | Asphalt Patch 2” ≥ 4” depth | 400 SQ.FT. $ $ | | |
| 0008. | Pavement Markings (32 17 24.00 10) | | | | |
| 0008a. | Shoulder Striping | | | 10,000 | FT. $ $ |
| 0008b. | Centerline Striping | | 5,000 | FT. | $ $ |
| 0008c. | Parking Area Striping | | 300 | FT. $ $ | |
| 0008d. | Stop Line Striping (12”) | | 20 | FT. $ $ | |
| 0008e. | Handicap & Misc. Symbols | 2 | EA. $ $ | | |
| 0009. | Seed & Sodding (32 92 19) | | | | |
| 0009a. | Seeding | | 300 | SQ.YD. | $ $ |
| 0009b. | Sodding | | 300 | SQ.YD. | $ $ |
| 0009c. | Erosion Blanket | 300 | SQ.YD. | $ $ | |
| 00010. | Cold Milling Bituminous Pavements (32 01 16.17) | | | |
| 00010a. | Asphalt Milling (≤2”) | 2,500 | SQ.YD. | $ $ |
| 00010b. | Asphalt Milling (>2”- 4”) | 2,500 SQ.YD. $ $ | | |
| 00010c. | Full Depth Reclamation | 2,500 | SQ. YD. | $ $ |
| 00011. | Geotextile Fabric (31 05 19) | | | |
| 00011a. | Supplied in Place | 100 | SQ.YD. | $ $ |
| 00012. | Storm Drainage Utilities (33 40 00) | | | |
| 00012a. | 18” CMP Culvert (0’-5’ Depth) | 30 | FT. | $ $ |
| 00012b. | 18” CMP Culvert (5’-10’ Depth) | 30 | FT. | $ $ |
| 00012c. | 24” CMP Culvert (0’-5’ Depth) | 30 | FT. | $ $ |
| 00012d. | 24” CMP Culvert (5’-10’ Depth) | 30 | FT. | $ $ |
| 00012e. | 18” CMP Culvert Flared End | 2 | EACH | $ $ |
| 00012f. | 24” CMP Culvert Flared End | 2 | EACH | $ $ |
TOTAL BASIC YEAR AMOUNT $
BIDDING SCHEDULE OPTION YEAR 1
| Item | | | | Estimated | Unit |
| No. | Description | Quantity Unit | Price | Amount | |
| 00013. | Earthwork * (31 00 00) | | | |
| 00013a. | 100-499 CY | 100 | CY. | $ $ |
| 00013b. | Over 500 CY | 500 CY. | $ $ | |
| 00014. | Aggregate Material (32 11 23) | | | | | | |
| 00014a. | | Gravel Surfacing (Stockpiled) | 1,000 | TON | $ $ | | |
| 00014b. | | Aggregate Base Course | | 1,000 | TON $ $ | | |
| | (Stockpiled) | | | | | |
| 00014c. | | Fine Aggregate (Stockpiled) | 1,000 | TON $ $ | | | |
| 00014d. | | Gravel Surfacing | | | 1,000 | TON | $ $ |
| | (Supplied-In-Place) | | | | | |
| 00014e. | | Aggregate Base Course | | 1,000 | TON $ $ | | |
| | (Supplied-In-Place) | | | | | |
| 00014f. | | Fine Aggregate | | | 1,000 | TON $ $ | |
| | (Supplied-In-Place) | | | | | |
| 0014g. | | Crushing Asphalt Mix Material 500 | TON $_____________ $__________ | | | | |
(Stockpiled)
| 00015. | Concrete Work (32 16 13) | | | | | | | |
| 00015a. | Pavement 4” thick | 800 | SQ.FT. $ $ | | | | | |
| 00015b. | Pavement 6” thick | 800 | SQ.FT. $ $ | | | | | |
| 00015c. | Pavement 8” thick | 800 | SQ.FT. $ $ 00015d. | | Straight Curb | 100 | FT. | $ $ |
| 00015e. | Curb & Gutter (Cast) | 100 | FT. | $ $ | | | | |
| 00015f. | Curb & Gutter (Slip Form) | 1,000 | FT. | $ $ | | | | |
| 00015g. | Rebar (#3 or #4) | | 100 | LB. $ $ | | | | |
| 00016. | Crack Sealing (32 01 17.16) | | | |
| 00016a. | Asphalt | 20,000 | FT. | $ $ |
| 00016b. | Concrete | 500 | FT. | $ $ |
| 00017. | Asphalt Seal & Fog Coats (31 12 36.13) | | | |
| 00017a. | Asphalt Surface Treatment | 10,000 | SQ.YD. $ $ | |
| 00017b. | Flush Seal | | | 10,000 SQ.YD. $ $ |
| 00017c. | Fog Seal | | | 10,000 SQ.YD. $ $ |
| 00018. | Hot Mix Asphalt (32 12 16) | | | |
| 00018a. | Pave Gravel Surface | 400 TON | $ $ | |
| 00018b. | Overlay Paved Surface | 400 | TON | $ $ |
| 00019. | Asphalt Pothole Repair (32 12 16) | | | |
| 00019a. | Asphalt Patch ≤ 2” depth | | 400 SQ.FT. | $ $ |
| 00019b. | Asphalt Patch 2” ≥ 4” depth | 400 SQ.FT. $ $ | | |
| 00020. | Pavement Markings (32 17 24.00 10) | | | | |
| 00020a. | Shoulder Striping | | | 10,000 | FT. $ $ |
| 00020b. | Centerline Striping | | 5,000 | FT. | $ $ |
| 00020c. | Parking Area Striping | | 300 | FT. $ $ | |
| 00020d. | Stop Line Striping (12”) | | 20 | FT. $ $ | |
| 00020e. | Handicap & Misc. Symbols | 2 | EA. $ $ | | |
| 00021. | Seed & Sodding (32 92 19) | | | | |
| 00021a. | Seeding | | 300 | SQ.YD. | $ $ |
| 00021b. | Sodding | | 300 | SQ.YD. | $ $ |
| 00021c. | Erosion Blanket | 300 | SQ.YD. | $ $ | |
| 00022. | Cold Milling Bituminous Pavements (32 01 16.17) | | | |
| 00022a. | Asphalt Milling (≤2”) | 2,500 | SQ.YD. | $ $ |
| 00022b. | Asphalt Milling (>2”- 4”) | 2,500 SQ.YD. $ $ | | |
| 00022c. | Full Depth Reclamation | 2,500 | SQ. YD. | $ $ |
| 00023. | Geotextile Fabric (31 05 19) | | | |
| 00023a. | Supplied in Place | 100 | SQ.YD. | $ $ |
| 00024. | Storm Drainage Utilities (33 40 00) | | | |
| 00024a. | 18” CMP Culvert (0’-5’ Depth) | 30 | FT. | $ $ |
| 00024b. | 18” CMP Culvert (5’-10’ Depth) | 30 | FT. | $ $ |
| 00024c. | 24” CMP Culvert (0’-5’ Depth) | 30 | FT. | $ $ |
| 00024d. | 24” CMP Culvert (5’-10’ Depth) | 30 | FT. | $ $ |
| 00024e. | 18” CMP Culvert Flared End | 2 | EACH | $ $ |
| 00024f. | 24” CMP Culvert Flared End | 2 | EACH | $ $ |
TOTAL OPTION YEAR 1 AMOUNT $
BIDDING SCHEDULE OPTION YEAR 2
| Item | | | | Estimated | Unit |
| No. | Description | Quantity Unit | Price | Amount | |
| 00025. | Earthwork * (31 00 00) | | | |
| 00025a. | 100-499 CY | 100 | CY. | $ $ |
| 00025b. | Over 500 CY | 500 CY. | $ $ | |
| 00026. | Aggregate Material (32 11 23) | | | | | | |
| 00026a. | | Gravel Surfacing (Stockpiled) | 1,000 | TON | $ $ | | |
| 00026b. | | Aggregate Base Course | | 1,000 | TON $ $ | | |
| | (Stockpiled) | | | | | |
| 00026c. | | Fine Aggregate (Stockpiled) | 1,000 | TON $ $ | | | |
| 00026d. | | Gravel Surfacing | | | 1,000 | TON | $ $ |
| | (Supplied-In-Place) | | | | | |
| 00026e. | | Aggregate Base Course | | 1,000 | TON $ $ | | |
| | (Supplied-In-Place) | | | | | |
| 00026f. | | Fine Aggregate | | | 1,000 | TON $ $ | |
| | (Supplied-In-Place) | | | | | |
| 00026g. | | Crushing Asphalt Mix Material 500 | TON $_____________ $__________ | | | | |
(Stockpiled)
| 00027. | Concrete Work (32 16 13) | | | | | | | |
| 00027a. | Pavement 4” thick | 800 | SQ.FT. $ $ | | | | | |
| 00027b. | Pavement 6” thick | 800 | SQ.FT. $ $ | | | | | |
| 00027c. | Pavement 8” thick | 800 | SQ.FT. $ $ 00027d. | | Straight Curb | 100 | FT. | $ $ |
| 00027e. | Curb & Gutter (Cast) | 100 | FT. | $ $ | | | | |
| 00027f. | Curb & Gutter (Slip Form) | 1,000 | FT. | $ $ | | | | |
| 00027g. | Rebar (#3 or #4) | | 100 | LB. $ $ | | | | |
| 00028. | Crack Sealing (32 01 17.16) | | | |
| 00028a. | Asphalt | 20,000 | FT. | $ $ |
| 00028b. | Concrete | 500 | FT. | $ $ |
| 00029. | Asphalt Seal & Fog Coats (31 12 36.13) | | | |
| 00029a. | Asphalt Surface Treatment | 10,000 | SQ.YD. $ $ | |
| 00029b. | Flush Seal | | | 10,000 SQ.YD. $ $ |
| 00029c. | Fog Seal | | | 10,000 SQ.YD. $ $ |
| 00030. | Hot Mix Asphalt (32 12 16) | | | |
| 00030a. | Pave Gravel Surface | 400 TON | $ $ | |
| 00030b. | Overlay Paved Surface | 400 | TON | $ $ |
| 00031. | Asphalt Pothole Repair (32 12 16) | | | |
| 00031a. | Asphalt Patch ≤ 2” depth | | 400 SQ.FT. | $ $ |
| 00031b. | Asphalt Patch 2” ≥ 4” depth | 400 SQ.FT. $ $ | | |
| 00032. | Pavement Markings (32 17 24.00 10) | | | | |
| 00032a. | Shoulder Striping | | | 10,000 | FT. $ $ |
| 00032b. | Centerline Striping | | 5,000 | FT. | $ $ |
| 00032c. | Parking Area Striping | | 300 | FT. $ $ | |
| 00032d. | Stop Line Striping (12”) | | 20 | FT. $ $ | |
| 00032e. | Handicap & Misc. Symbols | 2 | EA. $ $ | | |
| 00033. | Seed & Sodding (32 92 19) | | | | |
| 00033a. | Seeding | | 300 | SQ.YD. | $ $ |
| 00033b. | Sodding | | 300 | SQ.YD. | $ $ |
| 00033c. | Erosion Blanket | 300 | SQ.YD. | $ $ | |
| 00034. | Cold Milling Bituminous Pavements (32 01 16.17) | | | |
| 00034a. | Asphalt Milling (≤2”) | 2,500 | SQ.YD. | $ $ |
| 00034b. | Asphalt Milling (>2”- 4”) | 2,500 SQ.YD. $ $ | | |
| 00034c. | Full Depth Reclamation | 2,500 | SQ. YD. | $ $ |
| 00035. | Geotextile Fabric (31 05 19) | | | |
| 00035a. | Supplied in Place | 100 | SQ.YD. | $ $ |
| 00036. | Storm Drainage Utilities (33 40 00) | | | |
| 00036a. | 18” CMP Culvert (0’-5’ Depth) | 30 | FT. | $ $ |
| 00036b. | 18” CMP Culvert (5’-10’ Depth) | 30 | FT. | $ $ |
| 00036c. | 24” CMP Culvert (0’-5’ Depth) | 30 | FT. | $ $ |
| 00036d. | 24” CMP Culvert (5’-10’ Depth) | 30 | FT. | $ $ |
| 00036e. | 18” CMP Culvert Flared End | 2 | EACH | $ $ |
| 00036f. | 24” CMP Culvert Flared End | 2 | EACH | $ $ |
TOTAL OPTION YEAR 2 AMOUNT $
TOTAL BASIC + OPTION YEAR 1 + OPTION YEAR 2 AMOUNT $
Notes:
1. Quantities for unit priced items are estimated only and the representative unit price will prevail in the event of an overrun or under run subject to Contract Clauses (Section 00700) Clause “Variation in Estimated Quantities”.
2. Bid prices must be entered for all items of the schedule. Total amount bids submitted without bid prices being entered on individual items will be rejected. Extensions will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered the bid. In case of variation between the individual bid item prices and the total amount, the individual bid prices will be considered the bid.
3. A modification to a bid which provides for a single adjustment to the total amount bid should state the application of the adjustment to each respective unit price and lump sum price affected. If the modification is not so apportioned, the amount of the adjustment will be divided by the number of items in the Basic Year Bid Schedule or Option Year Bid Schedule, whichever one applies, and distributed equally among each Item.
4. * Refers to the number of the specification section for referencing technical and measurement and payment information for the various bid items.