COUNTY: CLARKE
WORKING DAYS: 240
MBE/DBE CONTRACT OBLIGATION: 8 %
for constructing the Bridge Replacements (Grade, Drain, Base, and Pave) on SR-69 over Jackson Creek. Length 0.667 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: $4,495,209 TO $5,494,145
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre)(Approx. 13 Acres) | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station 379+00.00 | |
| 206A001 | 1 | LS | Removal Of Old Bridge Station 391+03.00 | |
| 206C010 | 140 | SQYD | Removing Concrete Driveway | |
| 210A000 | 35398 | CUYD | Unclassified Excavation | |
| 210D011 | 73857 | CUYD | Borrow Excavation (A-4 Or Better) | |
| 210E001 | 8009 | CUYD | Borrow Excavation (Underwater Embank) | |
| 210F002 | 3124 | TON | Borrow Excavation (Undrwtr Back.) #57 | |
| 215A000 | 340 | CUYD | Unclassified Bridge Excavation | |
| 215B000 | 1 | LS | Cofferdams Or Sheeting And Shoring, Station 123+25 | |
| 301A025 | 10843 | SQYD | CABC Type B Road Mixed 6" Thick | |
| 401A000 | 11134 | SQYD | Bituminous Treatment A | |
| 405A000 | 1500 | GAL | Tack Coat | |
| 407B000 | 1 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 408A054 | 1000 | SQYD | Plane Pvmt Appr 3.10" - 4.0" | |
| 410H000 | 1 | EACH | Material Remixing Device | |
| 424A340 | 800 | TON | Superpave Wrg Surf 1/2" ESAL A/B | |
| 424A346 | 300 | TON | Superpave Wrg Surf Lev 1/2" ESAL A/B | |
| 424B635 | 977 | TON | Superpave Upr Bndr Lay 3/4" Esal A/B | |
| 424B636 | 125 | TON | Superpave Upr Bndr Lay 1" Esal A/B | |
| 424B640 | 50 | TON | Superpave Upr Bndr Pat 1" Esal A/B | |
| 424B672 | 20 | TON | Superpave Low Bndr Lev 1/2" Esal A/B | |
| 424B674 | 2685 | TON | Superpave Low Bndr Lev 1" Esal A/B | |
| 424C340 | 1520 | TON | Superpave Base Layer 1" ESAL A/B | |
| 428C000 | 6034 | LF | Scoring Bit Pvmt Surface By Cutting | |
| 430B043 | 468 | TON | Agg Surf (1" Down, Crusher Run) | |
| 450B000 | 214 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 56800 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 123+25, Approximately 116300 Lbs | |
| 502B001 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 135+65, Approximately 43000 Lbs | |
| 503A000 | 29 | CUYD | Seal Concrete | |
| 505A002 | 2 | EACH | Steel Test Piles (HP 12x53) | |
| 505A004 | 1 | EACH | Steel Test Piles (HP 14x73) | |
| 505A005 | 1 | EACH | Steel Test Piles (HP 14x89) | |
| 505B057 | 2 | EACH | Static Loading Tests (HP 12x53) | |
| 505B059 | 1 | EACH | Static Loading Tests (HP 14x73) | |
| 505B060 | 1 | EACH | Static Loading Tests (HP 14x89) | |
| 505B087 | 2 | EACH | Dynamic Loading Tests (HP 12x53) | |
| 505B089 | 1 | EACH | Dynamic Loading Tests (HP 14x73) | |
| 505B090 | 1 | EACH | Dynamic Loading Tests (HP 14x89) | |
| 505M002 | 2410 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 505M004 | 1660 | LF | Steel Piling Furnish/Drive HP 14x73 | |
| 505M012 | 580 | LF | Steel Piling Furnish/Drive HP 14x89 | |
| 508A000 | 14800 | LB | Structural Steel | |
| 510A000 | 391 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Station 123+25, Approximately 549 Cu Yd | |
| 510C052 | 1 | LS | Bridge Concrete Superstructure Station 135+65, Approximately 162 Cu Yd | |
| 510E000 | 2040 | SQYD | Grooving Concrete Bridge Decks | |
| 511A050 | 36 | EACH | Elastomeric Bearing Type 2 (Mark B1) | |
| 511A053 | 36 | EACH | Elastomeric Bearing Type 2 (Mark B4) | |
| 513B003 | 785 | LF | Pre-Ten/Stress Conc Girder Ty I Spec | |
| 513B017 | 2223 | LF | Pre-Ten/Stress Conc Girder BT-72 Spec | |
| 535A085 | 235 | LF | 24" Side Drain Pipe (Class 3 R.C.) | |
| 600A000 | 1 | LS | Mobilization | |
| 602A000 | 20 | EACH | Right Of Way Markers | |
| 606A000 | 500 | LF | 6" Underdrain Pipe | |
| 610C001 | 3265 | TON | Loose Riprap Class 2 | |
| 610D003 | 1634 | SQYD | Filter Blanket Geotextile | |
| 619A102 | 6 | EACH | 24" Side Drain Pipe End Treat Cl 1 | |
| 630A001 | 1065 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 8 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 8 | EACH | Guardrail End Anchor, Type 20 Series | |
| 641A512 | 300 | LF | 3/4 Inch Copper Water Service Line Laid | |
| 641A746 | 2275 | LF | 6 Inch P.V.C. Water Main Laid | |
| 641C500 | 200 | LB | Ductile Iron Fittings | |
| 641D500 | 1 | EACH | Fire Hydrant | |
| 641J516 | 2 | EACH | 6 Inch Gate Valve With Box | |
| 641L500 | 1 | CUYD | Concrete for Water Mains (Thrust Blocks) | |
| 641P515 | 2 | EACH | 3/4 Inch Service Tap | |
| 650A000 | 4950 | CUYD | Topsoil | |
| 652A100 | 8 | ACRE | Seeding | |
| 652C000 | 8 | ACRE | Mowing | |
| 654A000 | 250 | SQYD | Solid Sodding | |
| 656A010 | 8 | ACRE | Mulching | |
| 659C002 | 4500 | SQYD | Erosion Control Product, Type S2 | |
| 659C008 | 1852 | SQYD | Erosion Control Product, Type C10 | |
| 665A000 | 8 | ACRE | Temporary Seeding | |
| 665B001 | 24 | TON | Temporary Mulching | |
| 665E000 | 1200 | SQYD | Polyethylene | |
| 665F000 | 500 | EACH | Hay Bales | |
| 665G000 | 400 | EACH | Sand Bags | |
| 665I000 | 200 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 6000 | LF | Silt Fence | |
| 665L000 | 200 | LF | Floating Basin Boom | |
| 665N000 | 150 | TON | Temporary Coarse Aggregate ALDOT No 1 | |
| 665O001 | 6000 | LF | Silt Fence Removal | |
| 665Q002 | 1500 | LF | Wattle | |
| 666A001 | 8 | ACRE | Pest Control Treatment | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 247,000.00) | |
| 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 | 7 | MILE | Solid Temporary Traffic Stripe Paint | |
| 701D008 | 1 | MILE | Solid Traffic Stripe Removed Plastic | |
| 701G146 | 1020 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 1020 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 705A011 | 210 | EACH | Pavement Markers, Class C, Type 1-A | |
| 705A023 | 55 | EACH | Pavement Markers, Class C, Type 2-D | |
| 705A037 | 170 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 740B000 | 562 | SQFT | Construction Signs | |
| 740D000 | 300 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740F002 | 16 | EACH | Barricades, Type III | |
| 740I002 | 6 | EACH | Warning Lights, Type B | |
| 740M001 | 50 | EACH | Ballast For Cone | |
| 740O000 | 1 | EACH | Pilot Car | |
| 999 000 | 720 | HOUR | Trainee Hours At 80 Cents Per Hour |