7-26-0036-5 - Bid Form.xlsx
XLSX spreadsheet 22 KB Posted
- Attached to
- Villages at Carter Manor
- Solicitation number
- 26-0036-5
- Issued by
- Chatham County, Georgia
About this file
This is a bid form for a construction project titled "The Villages at Carter Manor" issued by Chatham County, Georgia through their Purchasing Department. The project encompasses comprehensive infrastructure development including miscellaneous items (mobilization, conduit installation), demolition (clearing, grubbing, selective demolition), signage and marking, water system installation, sewer system installation, storm drainage, paving and grading, erosion control, and landscape work. The bid form itemizes quantities across multiple categories: water infrastructure includes 960 linear feet of 4" conduit, 480 linear feet of 6" conduit, 2,000 linear feet of 8" PVC pipe, four fire hydrant assemblies, and 82 residential water service connections; sewer infrastructure specifies various PVC pipe sizes at different depths totaling approximately 3,620 linear feet, 82 sanitary sewer service connections, multiple manhole types, and one complete pump station; storm drainage requires installation of reinforced concrete pipe ranging from 15" to 48" diameter totaling approximately 3,240 linear feet, inlet structures, and associated components; paving and grading encompasses 7,000 cubic yards of earthwork excavation, 17,000 cubic yards of borrow material, 9,500 linear feet of curb and gutter, and approximately 10,020 square yards of asphalt and aggregate base courses; and landscape work includes 45 specimen canopy trees and 60,000 square feet of sod installation.
Sealed bids must be submitted online through the Chatham County Purchasing Portal at https://chathamcountyga.bonfirehub.com/portal, with unit prices required to two decimal points. The bid form indicates all line items currently show zero dollar amounts, requiring bidders to complete pricing for each item. Chatham County reserves the right to reject all non-responsive or non-responsible bids. The purchasing department emphasizes that any alteration or duplication of the bid sheet shall result in disqualification, and bidders with questions should contact the Purchasing Department directly.
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Text version
Bid Form
| THE VILLAGES AT CARTER MANOR | |||||
| ANY ALTERATION OR DUPLICATION OF THE BID SHEET SHALL BE CAUSE FOR DISQUALIFICATION OF BID SUBMISSION. ANY QUESTIONS REGARDING THE BID SHEET SHALL BE DIRECTED TO THE PURCHASING DEPARTMENT. Unit prices shall be to 2 decimal points. Purchasing reserves the right to reduce to 2 decimal points. | |||||
| ITEM | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | SUBTOTAL |
| Miscellaneous | |||||
| 1 | Mobilization & As-builts | 1 | LS | $ - 0 | |
| 2 | 4” Conduit | 960 | LF | $ - 0 | |
| 3 | 6” Conduit | 480 | LF | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Demolition | |||||
| 1 | Clearing and Grubbing | 15 | AC | $ - 0 | |
| 2 | Selective Demolition | 1 | LS | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Signage and Marking | |||||
| 1 | Traffic Sign and Post | 29 | EA | $ - 0 | |
| 2 | Stop Bar Marking | 57 | LF | $ - 0 | |
| 3 | Type 1 Arrows | 6 | EA | $ - 0 | |
| 4 | Crosswalk Marking | 350 | LF | $ - 0 | |
| 5 | ADA detectable warning | 19 | EA | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Water | |||||
| 1 | 2" PVC - SDR21 | 140 | LF | $ - 0 | |
| 2 | 8" PVC - C900 | 2,000 | LF | $ - 0 | |
| 4 | Fittings (Water) | 2,470 | LB | $ - 0 | |
| 5 | 2" Gate Valve in Box | 1 | EA | $ - 0 | |
| 6 | 8" Gate Valve in MH | 4 | EA | $ - 0 | |
| 7 | 2” Air Release Valve | 3 | EA | $ - 0 | |
| 8 | 2” Backflow Preventer | 1 | EA | $ - 0 | |
| 9 | Fire Hydrant Assembly | 4 | EA | $ - 0 | |
| 10 | Frost Proof Hydrant | 1 | EA | $ - 0 | |
| 11 | 8” x 1” Residential Water Service Connection | 82 | EA | $ - 0 | |
| 12 | 8" Tapping Sleeve & Valve in MH | 1 | EA | $ - 0 | |
| 13 | Connection to Existing Main | 2 | EA | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Sewer | |||||
| 1 | 8" PVC – SDR 26 (0’-6’) | 190 | LF | $ - 0 | |
| 2 | 8" PVC – SDR 26 (6’-8’) | 10 | LF | $ - 0 | |
| 3 | 8" PVC – SDR 26 (8’-10’) | 270 | LF | $ - 0 | |
| 4 | 8" PVC – SDR 26 (10’-12’) | 615 | LF | $ - 0 | |
| 5 | 8" PVC – SDR 26 (12’-14’) | 485 | LF | $ - 0 | |
| 6 | 8" PVC – SDR 26 (14’-16’) | 40 | LF | $ - 0 | |
| 7 | 8" PVC – SDR 26 (16’-18’) | 10 | LF | $ - 0 | |
| 8 | 6" PVC – SDR 26 (0’-6’) | 20 | LF | $ - 0 | |
| 9 | 6" PVC – SDR 26 (6’-8’) | 65 | LF | $ - 0 | |
| 10 | 4” PVC Lateral – SDR 35 | 2520 | LF | $ - 0 | |
| 11 | Sewer Cleanout | 2 | EA | $ - 0 | |
| 12 | 4" PVC Sanitary Sewer Service | 82 | EA | $ - 0 | |
| 13 | Standard Manhole (0’-6’) | 2 | EA | $ - 0 | |
| 14 | Standard Manhole (6’-8’) | 1 | EA | $ - 0 | |
| 15 | Standard Manhole (10’-12’) | 3 | EA | $ - 0 | |
| 16 | Standard Manhole (12’-14’) | 2 | EA | $ - 0 | |
| 17 | Standard Manhole (14’-16’) | 1 | EA | $ - 0 | |
| 18 | Drop-Type Manhole (8’-10’) | 1 | EA | $ - 0 | |
| 19 | Drop-Type Manhole (12’-14’) | 1 | EA | $ - 0 | |
| 20 | 3” PVC FM – SDR21 | 770 | LF | $ - 0 | |
| 21 | FM ARV | 2 | EA | $ - 0 | |
| 22 | Fittings (Forcemain) | 535 | LB | $ - 0 | |
| 23 | Pump Station Complete (Incl. Electrical) | 1 | LS | $ - 0 | |
| 24 | Coating of Existing Manhole | 3 | EA | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Storm Drainage | |||||
| 1 | 15" RCP | 30 | LF | $ - 0 | |
| 2 | 18" RCP | 835 | LF | $ - 0 | |
| 3 | 24" RCP | 550 | LF | $ - 0 | |
| 4 | 30” RCP | 490 | LF | $ - 0 | |
| 5 | 36” RCP | 1025 | LF | $ - 0 | |
| 6 | 48” RCP | 310 | LF | $ - 0 | |
| 7 | 24" FES | 1 | EA | $ - 0 | |
| 8 | Control Structure | 1 | EA | $ - 0 | |
| 9 | Storm Manhole | 2 | EA | $ - 0 | |
| 10 | Roof Inlet | 13 | EA | $ - 0 | |
| 11 | Curb Inlet - Left | 3 | EA | $ - 0 | |
| 12 | Curb Inlet - Right | 2 | EA | $ - 0 | |
| 13 | Curb Inlet - Both | 13 | EA | $ - 0 | |
| 14 | Flume | 11 | EA | $ - 0 | |
| 15 | Rip Rap | 250 | SY | $ - 0 | |
| 16 | 6” Subgrade Drain | 1200 | LF | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Paving and Grading | |||||
| 1 | Earthwork Excavation (Reuse On-Site) | 7,000 | CY | $ - 0 | |
| 2 | Unsuitable Material – Haul Offsite | 6,000 | CY | $ - 0 | |
| 3 | Borrow | 17,000 | CY | $ - 0 | |
| 4 | Topsoil Stripping 10” | 61,500 | SY | $ - 0 | |
| 5 | 18” Standard Curb & Gutter | 9,500 | LF | $ - 0 | |
| 6 | 24” Sand Subbase | 15,000 | SY | $ - 0 | |
| 7 | Road - 1.5” Asphalt Surface Course | 5,390 | SY | $ - 0 | |
| 8 | Road - 2.0” Asphalt Surface Course | 4,630 | SY | $ - 0 | |
| 9 | Road – 2” Asphalt Intermediate Course | 5,390 | SY | $ - 0 | |
| 10 | Road – 8” Aggregate Base Course | 10,020 | SY | $ - 0 | |
| 11 | Tack Coat | 5,390 | SY | $ - 0 | |
| 12 | Prime Coat | 10,020 | SY | $ - 0 | |
| 13 | Sidewalk | 3,375 | SY | $ - 0 | |
| 14 | Vehicular Concrete | 90 | SY | $ - 0 | |
| 15 | Remove and Replace Existing Asphalt | 350 | SY | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Erosion Control | |||||
| 1 | Gravel Constuction Exit | 2 | EA | $ - 0 | |
| 2 | Concrete Washdown | 2 | EA | $ - 0 | |
| 3 | Silt Fence - Type S (incl Maintenance) | 1,350 | LF | $ - 0 | |
| 4 | Silt Fence - Type NS (incl Maintenance) | 2,840 | LF | $ - 0 | |
| 5 | Tree Protection Fence | 6,500 | LF | $ - 0 | |
| 6 | Temporary Grassing | 1.7 | AC | $ - 0 | |
| 7 | Permanent Grassing | 0.2 | AC | $ - 0 | |
| 8 | Inlet Sediment Trap - Sd2-F | 31 | EA | $ - 0 | |
| 9 | Inlet Sediment Trap - Sd2-P | 18 | EA | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| Landscape | |||||
| 1 | Specimen Canopy Tree, 3" Cal., 16' HT. Min. | 45 | EA | $ - 0 | |
| 2 | Columnar Evergreen Tree, 3" Cal., 16' HT. Min. | 3 | EA | $ - 0 | |
| 3 | Sod - Centipede ± S.F. | 60,000 | SF | $ - 0 | |
| SUBTOTAL | $ - 0 | ||||
| TOTAL | $ - 0 |
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