COUNTY: MACON
WORKING DAYS: 170
MBE/DBE CONTRACT OBLIGATION: 5 %
for constructing the Bridge Replacements, Approaches, and Guardrail End Anchor Installation on CR-9 over Old Town Creek and Town Creek Reliefs west of the Bullock County Line. Length 0.531 mi.The Bracket Ranges shown herein are to provide general financial information to Contractors and Bonding Companies concerning a Project's complexity and size only. THESE BRACKETS SHOULD NOT BE USED IN PREPARING A BID, NOR WILL THESE BRACKETS HAVE ANY BEARING ON THE DECISION TO AWARD ANY CONTRACT.
BRACKET ESTIMATE: $2,043,944 TO $2,498,154
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre) (Approx. 1 Acre) | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station 8+64.03 | |
| 206A001 | 1 | LS | Removal Of Old Bridge Station 14+88.61 | |
| 206A002 | 1 | LS | Removal Of Old Bridge Station 26+99.95 | |
| 210A000 | 4408 | CUYD | Unclassified Excavation | |
| 210D001 | 3578 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 231B002 | 961 | TON | Rdbd Stabilizing Material ALDOT #410 Mod | |
| 301A012 | 5815 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 401A000 | 5815 | SQYD | Bituminous Treatment A | |
| 405A000 | 161 | GAL | Tack Coat | |
| 407B000 | 3 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 424A341 | 442 | TON | Superpave Wrg Surf 3/4" ESAL A/B | |
| 424B637 | 921 | TON | Superpave Upr Bndr Lay 1 1/2" Esal A/B | |
| 502A000 | 29800 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 8+64, Approximately 27,700 pound | |
| 502B001 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 14+80, Approx. 55,600 Pounds | |
| 502B002 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 26+60, Approx. 64,900 Pounds | |
| 505A032 | 3 | EACH | Steel Test Piles HP 12x53 Max Bid $2000 | |
| 505A037 | 3 | EACH | Steel Test Piles HP 14x89 Max Bid $2000 | |
| 505B102 | 3 | EACH | Static Load Test HP 12x53 Max Bid $2000 | |
| 505B107 | 3 | EACH | Static Load Test HP 14x89 Max Bid $2000 | |
| 505M002 | 1401 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 505M012 | 1664 | LF | Steel Piling Furnish/Drive HP 14x89 | |
| 508A000 | 24900 | LB | Structural Steel | |
| 510A000 | 332 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure station 8+64, Approx. 110 cubic yards | |
| 510C052 | 1 | LS | Bridge Concrete Superstructure Station 14+80, Approx. 218 Cubic Yards | |
| 510C053 | 1 | LS | Bridge Concrete Superstructure Station 26+60, Approx. 254 Cubic Yards | |
| 510E000 | 1707 | SQYD | Grooving Concrete Bridge Decks | |
| 511A050 | 128 | EACH | Elastomeric Bearing Type 2 (Mark B1) | |
| 513B003 | 2520 | LF | Pre-Ten/Stress Conc Girder Ty I Spec | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 5838 | TON | Loose Riprap Class 2 | |
| 610D003 | 2514 | SQYD | Filter Blanket Geotextile | |
| 630C003 | 12 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 12 | EACH | Guardrail End Anchor, Type 20 Series | |
| 650A000 | 1325 | CUYD | Topsoil | |
| 652A100 | 3 | ACRE | Seeding | |
| 656A010 | 3 | ACRE | Mulching | |
| 665F000 | 584 | EACH | Hay Bales | |
| 665J002 | 5840 | LF | Silt Fence | |
| 665O001 | 5840 | LF | Silt Fence Removal | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 83,000.00) | |
| 701A231 | 3 | MILE | Solid White Cl 2 Ty A Traf Str | |
| 701A235 | 3 | MILE | Solid Yellow Cl 2 Ty A Traf Str | |
| 705A037 | 71 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 740B000 | 169 | SQFT | Construction Signs | |
| 740F002 | 8 | EACH | Barricades, Type III | |
| 740I002 | 4 | EACH | Warning Lights, Type B |