COUNTY: MARION
WORKING DAYS: 225
MBE/DBE CONTRACT OBLIGATION: 5 %
for constructing the Bridge Replacements at various sites on CR-13 (Sipsey Creek, Boardtree Creek, and Barnesville Creek) west of Hamilton as indicated in the plans. Length 0.535 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: $1,867,517 TO $2,282,521
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 206A000 | 1 | LS | Removal Of Old Bridge Station 18+83.00 | |
| 206A001 | 1 | LS | Removal Of Old Bridge Station 33+58.91 | |
| 206A002 | 1 | LS | Removal Of Old Bridge Station 44+11.22 | |
| 215A000 | 1128 | CUYD | Unclassified Bridge Excavation | |
| 450B000 | 267 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A001 | 35533 | LB | Steel Reinforcement (Grade 60) | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 18+70.00, Approximately | |
| 502B001 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 33+45.00, Approximately | |
| 502B002 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 44+02.00, Approximately | |
| 505G003 | 60 | EACH | Pile Points (Type A 12") | |
| 505G004 | 52 | EACH | Pile Points (Type A 14") | |
| 505H000 | 732 | LF | Pilot Holes | |
| 505M002 | 1895 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 505M011 | 1937 | LF | Steel Piling Furnish/Drive HP 14x102 | |
| 508A000 | 22072 | LB | Structural Steel | |
| 510A000 | 301 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Station 18+70.00, Approximately | |
| 510C052 | 1 | LS | Bridge Concrete Superstructure Station 33+45.00, Approximately | |
| 510C053 | 1 | LS | Bridge Concrete Superstructure Station 44+02.00, Approximately | |
| 510E000 | 1658 | SQYD | Grooving Concrete Bridge Decks | |
| 511A050 | 128 | EACH | Elastomeric Bearing Type 2 (Mark B1) | |
| 513B003 | 2428 | LF | Pre-Ten/Stress Conc Girder Ty I Spec | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 2541 | TON | Loose Riprap Class 2 | |
| 610D003 | 2532 | SQYD | Filter Blanket Geotextile | |
| 630A001 | 300 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 12 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 12 | EACH | Guardrail End Anchor, Type 20 Series | |
| 650A000 | 175 | CUYD | Topsoil | |
| 652A100 | 3 | ACRE | Seeding | |
| 656A010 | 3 | ACRE | Mulching | |
| 665J002 | 1408 | LF | Silt Fence | |
| 665L000 | 420 | LF | Floating Basin Boom | |
| 665O001 | 1408 | LF | Silt Fence Removal | |
| 665Q002 | 750 | LF | Wattle | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 89,830.00) | |
| 740B000 | 266 | SQFT | Construction Signs | |
| 740F002 | 16 | EACH | Barricades, Type III | |
| 740I002 | 8 | EACH | Warning Lights, Type B |