COUNTY: JEFFERSON
WORKING DAYS: 160
MBE/DBE CONTRACT OBLIGATION: 5 %
for constructing the Bridge Replacement on CR-55 (Dickey Springs Road) at Shades Creek near Greenwood. Length 0.067 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: $1,315,000 TO $1,600,000
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 206A000 | 1 | LS | Removal Of Old Bridge Station 120+19.71 (74' Lt) | |
| 215A000 | 180 | CUYD | Unclassified Bridge Excavation | |
| 215B000 | 1 | LS | Cofferdams Or Sheeting And Shoring, Bent No. 2 And 3 | |
| 450B000 | 178 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 42500 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Sta. 119+50.00, Approx 99,450 LBS | |
| 503A000 | 25 | CUYD | Seal Concrete | |
| 505G003 | 86 | EACH | Pile Points (Type A 12") | |
| 505H000 | 540 | LF | Pilot Holes | |
| 505M002 | 2619 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 508A000 | 4800 | LB | Structural Steel | |
| 510A000 | 313 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure 119+50.00, Approx 426 Cu Yd | |
| 510E000 | 1272 | SQYD | Grooving Concrete Bridge Decks | |
| 511A053 | 42 | EACH | Elastomeric Bearing Type 2 (Mark B4) | |
| 513B015 | 1378 | LF | Pre-Ten/Stress Conc Girder BT-54 Spec | |
| 513B019 | 837 | LF | Pre-Ten/Stress Conc Girder BT-63 Spec | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 820 | TON | Loose Riprap Class 2 | |
| 610D003 | 610 | SQYD | Filter Blanket Geotextile | |
| 665I000 | 638 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 3930 | LF | Silt Fence | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 64,750.00) |