COUNTY: BALDWIN
WORKING DAYS: 235
MBE/DBE CONTRACT OBLIGATION: 5 %
for constructing the Grade, Drain, Base, Pave, Bridge (Precast) and Seawall Replacement on SR-182 over Little Lagoon Pass (Lee Calloway Bridge) in Gulf Shores. Length 0.378 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: $12,000,000 TO $16,000,000
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 206A000 | 1 | LS | Removal Of Old Bridge Station 23+29.22 | |
| 206A001 | 1 | LS | Removal Of Old Bridge Station 23+20 | |
| 206C000 | 13 | SQYD | Removing Concrete Sidewalk | |
| 206C013 | 107 | SQYD | Removing Bridge End Slab | |
| 206C023 | 1597 | SQYD | Removing Riprap | |
| 206D001 | 658 | LF | Removing Guardrail | |
| 206D026 | 294 | LF | Removing Permanent Concrete Sheet Piling | |
| 206D028 | 764 | LF | Removing Steel Sheet Piling | |
| 206D030 | 400 | LF | Removing Utility Lines | |
| 206D032 | 819 | LF | Removing Concrete Seawall Anchor Rods | |
| 206E008 | 8 | EACH | Removing Guardrail End Anchor (All Type) | |
| 210A000 | 1672 | CUYD | Unclassified Excavation | |
| 210D001 | 6560 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 230A000 | 16 | RBST | Roadbed Processing | |
| 235A000 | 1 | LS | Detour Bridge At Station 23+20.00 | |
| 301A012 | 6300 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 401A000 | 6300 | SQYD | Bituminous Treatment A | |
| 405A000 | 1000 | GAL | Tack Coat | |
| 407B000 | 1 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 424A360 | 901 | TON | Superpave Wrg Surf 1/2" ESAL C/D | |
| 424B651 | 650 | TON | Superpave Upr Bndr Lay 1" Esal C/D | |
| 424B655 | 150 | TON | Superpave Upr Bndr Pat 1" Esal C/D | |
| 424B659 | 1666 | TON | Superpave Upr Bndr Lev 1" Esal C/D | |
| 424B681 | 247 | TON | Superpave Low Bndr Lay 1" Esal C/D | |
| 430B030 | 746 | TON | Agg Surf (Proc Reef Shell Or ALDOT #467) | |
| 450B000 | 108 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 61300 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Sta.23+20.80, Approximately 95,100 Lbs | |
| 505A015 | 1 | EACH | Concrete Test Piles (14" Square) | |
| 505A206 | 1 | EACH | Concr Test Pile,36" diam,spun cast cylin | |
| 505B045 | 1 | EACH | Static Loading Tests (14" Square) | |
| 505B075 | 1 | EACH | Dynamic Loading Tests (14" Square) | |
| 505B206 | 1 | EACH | Static Load Test,36" diam, Spun Cast Cyl | |
| 505B306 | 1 | EACH | Dynamic Load Tests,36" diam,Spun Cast Cy | |
| 505E000 | 32808 | LF | Permanent Steel Sheet Piling | |
| 505I000 | 19000 | SQFT | Temporary Steel Sheet Piling | |
| 505N000 | 1090 | LF | Concrete Piling Furnished (14" Square) | |
| 505N026 | 710 | LF | Concr Piling Furn,36" diam,Spun Cast Cyl | |
| 505O000 | 1090 | LF | Concrete Piling Driven (14" Square) | |
| 505O026 | 710 | LF | Concr Piling Driv,36" diam,Spun Cast Cyl | |
| 508A000 | 6790 | LB | Structural Steel | |
| 510A000 | 52 | CUYD | Bridge Substructure Concrete Class A | |
| 510B000 | 498 | CUYD | Bridge Concrete Class D | |
| 510B001 | 221 | CUYD | Bridge Concrete Class B | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Sta.23+20.80, Approximately 265 Cu Yd | |
| 510E000 | 783 | SQYD | Grooving Concrete Bridge Decks | |
| 511A004 | 20 | EACH | Elastomeric Bearing Type 4 | |
| 512B014 | 2 | EACH | Pre Int Bent Caps, 4'-6' Wide By 4'-0" Deep By 44'-0" Long | |
| 512L000 | 1 | LS | Precast Rein Conc Girder Spec Item Sta 23+20.80 | |
| 517D001 | 382 | LF | Aluminum Sidewalk Handrail | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 2612 | TON | Loose Riprap Class 2 | |
| 610D003 | 2780 | SQYD | Filter Blanket Geotextile | |
| 618A000 | 13 | SQYD | Concrete Sidewalk, 4" Thick | |
| 618B003 | 117 | SQYD | Concrete Driveway 6" Thick Wire Mesh | |
| 630A001 | 375 | 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 | |
| 641A514 | 150 | LF | 1 Inch Copper Water Service Line Laid | |
| 641A684 | 240 | LF | 8 Inch Ductile Iron Water Main Laid RJ | |
| 641A688 | 360 | LF | 12 Inch Ductile Iron Water Main Laid RJ | |
| 641A812 | 2988 | LF | 12 Inch H.D.P.E. Water Main Laid | |
| 641C500 | 5595 | LB | Ductile Iron Fittings | |
| 641J518 | 6 | EACH | 8 Inch Gate Valve With Box | |
| 641J522 | 7 | EACH | 12 Inch Gate Valve With Box | |
| 641L500 | 13 | CUYD | Concrete for Water Mains (Thrust Blocks) | |
| 641M514 | 35 | EACH | 8 Inch Retainer Gland | |
| 641M518 | 65 | EACH | 12 Inch Retainer Gland | |
| 641P520 | 1 | EACH | 1 Inch Service Tap | |
| 641R515 | 1 | EACH | 1 Inch Water Meter And Box Reset | |
| 641S500 | 10 | EACH | Valve Box Reset | |
| 645A628 | 60 | LF | 12 Inch DI SS Force Mn Laid Res Joint | |
| 645A678 | 1540 | LF | 12 Inch HDPE SS Force Main Pipe Laid | |
| 645E524 | 390 | LF | 6 Inch P.V.C. Stacks And Laterals | |
| 645G515 | 2 | EACH | 6 Inch Sanitary Sewer Lateral Cleanout | |
| 645O512 | 2 | EACH | 2 Inch Air And Vacuum Valve Assembly | |
| 649A878 | 4528 | LF | 24" HDPE Encas Pipe, Type 3 Install | |
| 665I000 | 298 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 5876 | LF | Silt Fence | |
| 665L000 | 1200 | LF | Floating Basin Boom | |
| 665N000 | 25 | TON | Temporary Coarse Aggregate ALDOT No 1 | |
| 665O001 | 5876 | LF | Silt Fence Removal | |
| 665Q002 | 500 | LF | Wattle | |
| 674A000 | 2760 | LF | Construction Safety Fence | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 236,626.00) | |
| 701A227 | 2 | MILE | Solid White Cl 2 Ty A Traf Str 5" W | |
| 701A230 | 2 | MILE | Solid Yellow Cl 2 Ty A Traf Str 5" W | |
| 701C003 | 2 | MILE | Solid Temporary Traffic Stripe Paint | |
| 701D007 | 1 | MILE | Solid Traffic Stripe Removed Paint | |
| 701G146 | 382 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 382 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 703A002 | 221 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703D002 | 20 | SQFT | Temporary Traffic Control Markings Paint | |
| 705A011 | 409 | EACH | Pavement Markers, Class C, Type 1-A | |
| 705A023 | 205 | EACH | Pavement Markers, Class C, Type 2-D | |
| 705A037 | 50 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 726A000 | 1159 | LF | Port Concrete Safety Barriers Type 6 | |
| 726A001 | 60 | LF | Port Concrete Safety Barriers Type 6-A | |
| 726D021 | 6 | EACH | Portable Impact Atten Ass Bi Dir TL-2 ... | |
| 740B000 | 518 | SQFT | Construction Signs | |
| 740D000 | 100 | EACH | Channelizing Drums | |
| 740E000 | 40 | EACH | Cones (36" High) | |
| 740F002 | 6 | EACH | Barricades, Type III | |
| 740I002 | 4 | EACH | Warning Lights, Type B | |
| 740M001 | 40 | EACH | Ballast For Cone | |
| 742A001 | 2 | EACH | Portable Changeable Message Sign Type 2 | |
| 999 000 | 720 | HOUR | Trainee Hours At 80 Cents Per Hour |