| COUNTY: CHILTON | WORKING DAYS: 130 |
| MBE/DBE CONTRACT OBLIGATION: 5 % |
for constructing the Bridge Replacement and Approaches on SR-22 at Mulberry Creek and Relief northeast of Maplesville. Length 0.556 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: $3,300,000 TO $4,000,000
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000 Per Acre) (Approximately 13 Acres) | |
| 206A000 | 1 | LS | Removal Of Old Bridge, Station 14+75.74 | |
| 206A001 | 1 | LS | Removal Of Old Bridge, Station 18+46.57 | |
| 206D001 | 470 | LF | Removing Guardrail | |
| 210A000 | 20368 | CUYD | Unclassified Excavation | |
| 210C000 | 7281 | CUYD | Muck Excavation | |
| 210D011 | 74661 | CUYD | Borrow Excavation (A-4 Or Better) | |
| 210F001 | 11100 | TON | Borrow Excavation (Underwater Embank) | |
| 210F002 | 3150 | TON | Borrow Excavation (Undrwtr Back.) #57 | |
| 214A000 | 73 | CUYD | Structure Excavation | |
| 214B001 | 93 | CUYD | Foundation Backfill, Commercial | |
| 230A000 | 32 | RBST | Roadbed Processing | |
| 240A000 | 4 | EACH | Settlement Plate Assembly | |
| 243A035 | 3450 | SQYD | Geosynthetic Reinforce For Subgrade Ty 3 | |
| 301A012 | 8660 | SQYD | CABC, Type B, Plant Mix, 6" Thick | |
| 305B071 | 100 | TON | Coarse Aggregate Sec 801 For Misc Use ALDOT#57 | |
| 305B077 | 100 | TON | Crushed Aggregate Sec 825 For Misc Use | |
| 401A000 | 8660 | SQYD | Bituminous Treatment A | |
| 405A000 | 1402 | GAL | Tack Coat | |
| 407B000 | 3 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 424A360 | 615 | TON | Superpave Wrg Surf 1/2" ESAL C/D | |
| 424A363 | 50 | TON | Superpave Wrg Surf Patch 1/2" ESAL C/D | |
| 424A366 | 50 | TON | Superpave Wrg Surf Level 1/2" ESAL C/D | |
| 424A369 | 50 | TON | Superpave Wrg Surf Widen 1/2" ESAL C/D | |
| 424B651 | 1347 | TON | Superpave Upr Bndr Layer 1" Esal C/D | |
| 424B659 | 450 | TON | Superpave Upr Bndr Level 1" Esal C/D | |
| 424B662 | 368 | TON | Superpave Upr Bndr Widen 1" Esal C/D | |
| 424B663 | 50 | TON | Superpave Upr Bndr Widen 1 1/2" Esal C/D | |
| 424B681 | 1356 | TON | Superpave Low Bndr Layer 1" Esal C/D | |
| 450B000 | 125 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 99800 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Sta. 28+63.0 Approx. 114,000 Lbs | |
| 505A002 | 1 | EACH | Steel Test Piles (HP 12x53) | |
| 505B057 | 1 | EACH | Static Loading Tests (HP 12x53) | |
| 505B087 | 1 | EACH | Dynamic Loading Tests (HP 12x53) | |
| 505M002 | 1465 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 506A008 | 492 | LF | Drilled Shaft Excavation, 4'-0" Diameter | |
| 506C042 | 500 | LF | Drilled Shaft, 4'-0" Dia, Cl DS1 | |
| 506F008 | 92 | LF | Perm Drilled Shaft Casing, 4'-0" Dia | |
| 506G002 | 6 | EACH | Crosshole Sonic Logging, 4'-0" Dia | |
| 508A000 | 9833 | LB | Structural Steel | |
| 510A000 | 259 | CUYD | Bridge Substructure Concrete, Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Sta. 28+63.0 Approx. 468 Cu Yds | |
| 510E000 | 1615 | SQYD | Grooving Concrete Bridge Decks | |
| 511A072 | 48 | EACH | Elastomeric Bearing Type 4 (Mark VB3) | |
| 513B005 | 2014 | LF | Pre-Ten/Stress Conc Girder Ty III Spec | |
| 530A007 | 109 | LF | 54" Roadway Pipe (Class 3 R.C.) | |
| 600A000 | 1 | LS | Mobilization | |
| 601A000 | 1 | EACH | Furnishing Base, Soil & Structure Labs | |
| 602A000 | 26 | EACH | Right Of Way Markers | |
| 606A000 | 1000 | LF | 6" Underdrain Pipe | |
| 608A000 | 4450 | SQYD | Separation Geotextile | |
| 610C001 | 4557 | TON | Loose Riprap, Class 2 | |
| 610D003 | 3633 | SQYD | Filter Blanket, Geotextile | |
| 619A058 | 2 | EACH | 54" Roadway Pipe End Treatment, Cl 2 | |
| 630A001 | 488 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 4 | EACH | Guardrail End Anchor, Type 20 Series | |
| 650A000 | 492 | CUYD | Topsoil | |
| 650B000 | 3897 | CUYD | Topsoil From Stockpiles | |
| 652A100 | 12 | ACRE | Seeding | |
| 652C000 | 12 | ACRE | Mowing | |
| 656A010 | 12 | ACRE | Mulching | |
| 659A036 | 1040 | SQYD | Rolled Erosion Control Product, Ty (2D) | |
| 659A048 | 2219 | SQYD | Rolled Erosion Control Product, Ty (5A) | |
| 665A000 | 4 | ACRE | Temporary Seeding | |
| 665B000 | 4 | ACRE | Temporary Mulching | |
| 665I000 | 499 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 7630 | LF | Silt Fence | |
| 665K000 | 560 | CUYD | Drainage Sump Excavation | |
| 665L000 | 373 | LF | Floating Basin Boom | |
| 665N002 | 500 | TON | Temporary Coarse Aggregate, ALDOT No 24 | |
| 665O001 | 7630 | LF | Silt Fence Removal | |
| 665Q002 | 300 | LF | Wattle | |
| 680A000 | 1 | LS | Engineering Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 177,000.00) | |
| 701A227 | 1 | MILE | Solid White Cl 2 Ty A Traf Str 5" W | |
| 701A230 | 1 | MILE | Solid Yellow Cl 2 Ty A Traf Str 5" W | |
| 701C001 | 1 | MILE | Solid Temporary Traffic Stripe | |
| 701D007 | 1 | MILE | Solid Traffic Stripe Removed Paint | |
| 701G146 | 680 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 680 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 705A037 | 75 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 740B000 | 447 | SQFT | Construction Signs | |
| 740F002 | 10 | EACH | Barricades, Type III | |
| 740I005 | 5 | EACH | Warning Lights, Type B (Detachable Head) | |
| 740L005 | 95 | EACH | Vertical Panel, Type I (Double-Sided) | |
| 740O000 | 1 | EACH | Pilot Car | |
| 742A001 | 2 | EACH | Portable Changeable Message Sign Type 2 |