COUNTY: MORGAN
WORKING DAYS: 150
MBE/DBE CONTRACT OBLIGATION: 5 %
for constructing the Bridge Replacement and Approaches on CR-1137 (Wilhite Road) over Flint Creek north of the Cullman County Line. Length 0.150The 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: $800,886 TO $978,861
| 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 13+34.7 | |
| 210A000 | 1775 | CUYD | Unclassified Excavation | |
| 210D001 | 369 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 230A000 | 4 | RBST | Roadbed Processing | |
| 301A012 | 1160 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 305A051 | 640 | CUYD | Coarse Aggregate Sec 801 For Misc Use | |
| 401A000 | 840 | SQYD | Bituminous Treatment A | |
| 405A000 | 38 | GAL | Tack Coat | |
| 424A340 | 107 | TON | Superpave Wrg Surf 1/2" ESAL A/B | |
| 424B636 | 120 | TON | Superpave Upr Bndr Lay 1" Esal A/B | |
| 430B043 | 212 | TON | Agg Surf (1" Down, Crusher Run) | |
| 502A000 | 35800 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 12+60, Approx. 57200 Lbs. | |
| 505G003 | 20 | EACH | Pile Points (Type A 12") | |
| 505M002 | 535 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 506A005 | 100 | LF | Drilled Shaft Excavation 3'-6" Dia | |
| 506B002 | 44 | LF | Special Drilled Shaft Excav 3'-6" Dia | |
| 506C021 | 144 | LF | Drilled Shaft Const 3'-6" Dia Cl DS2 | |
| 506F000 | 128 | LF | Perm Drilled Shaft Casing 3'-6" Dia | |
| 506G001 | 6 | EACH | Crosshole Sonic Logging 3'-6" Dia | |
| 508A000 | 6100 | LB | Structural Steel | |
| 510A000 | 96 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Station 12+60 Approx. 228 Cubic Yards | |
| 510E000 | 713 | SQYD | Grooving Concrete Bridge Decks | |
| 511A050 | 16 | EACH | Elastomeric Bearing Type 2 (Mark B1) | |
| 511A052 | 16 | EACH | Elastomeric Bearing Type 2 (Mark B3) | |
| 513B003 | 306 | LF | Pre-Ten/Stress Conc Girder Ty I Spec | |
| 513B005 | 634 | LF | Pre-Ten/Stress Conc Girder Ty III Spec | |
| 600A000 | 1 | LS | Mobilization | |
| 608A000 | 960 | SQYD | Separation Geotextile | |
| 610C001 | 968 | TON | Loose Riprap Class 2 | |
| 610D003 | 840 | SQYD | Filter Blanket Geotextile | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 4 | EACH | Guardrail End Anchor, Type 20 Series | |
| 650A000 | 124 | CUYD | Topsoil | |
| 652A100 | 1 | ACRE | Seeding | |
| 656A010 | 1 | ACRE | Mulching | |
| 659C003 | 667 | SQYD | Erosion Control Product, Type S1 | |
| 665A000 | 1 | ACRE | Temporary Seeding | |
| 665B001 | 3 | TON | Temporary Mulching | |
| 665F000 | 100 | EACH | Hay Bales | |
| 665J002 | 1300 | LF | Silt Fence | |
| 665O001 | 1300 | LF | Silt Fence Removal | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 41,875.00) | |
| 701E000 | 1600 | LF | Solid Temporary Traffic Stripe | |
| 701G144 | 480 | LF | Soild White Cl W Ty A Traf Str | |
| 701G152 | 480 | LF | Solid Yellow Cl W Ty A Traf Str | |
| 701G249 | 1120 | LF | Solid White Cl 2 Ty A Traf Str | |
| 701G263 | 1120 | LF | Solid Yellow Cl 2 Ty A Traf Str | |
| 705A037 | 20 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 740B000 | 227 | SQFT | Construction Signs | |
| 740F002 | 10 | EACH | Barricades, Type III | |
| 740I002 | 5 | EACH | Warning Lights, Type B |