COUNTY: CLARKE
WORKING DAYS: 400
MBE/DBE CONTRACT OBLIGATION: 8 %
for constructing the Bridge Replacements and Approaches (Grade, Drain, Base, Pave, and Bridges) on CR-15 over Bassett Creek. Length 1.107 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: $6,212,892 TO $7,593,534
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre) (Approx. 17 Acres) | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station Sta 34+10 | |
| 206A001 | 1 | LS | Removal Of Old Bridge Station Sta. 44+84 | |
| 206C016 | 93 | SQYD | Rem Conc Slope Paving (Under Bridges) | |
| 206D000 | 290 | LF | Removing Pipe | |
| 210A000 | 33880 | CUYD | Unclassified Excavation | |
| 210B000 | 326 | CUYD | Channel Excavation | |
| 210C000 | 8281 | CUYD | Muck Excavation | |
| 210D011 | 24809 | CUYD | Borrow Excavation (A-4 Or Better) | |
| 210D012 | 26882 | CUYD | Borrow Excavation (A-2-4(0) Or A-4(0)) | |
| 210D025 | 1982 | CUYD | Borrow Excavation (Improved Roadbed) | |
| 210E000 | 61778 | CUYD | Borrow Excavation (Underwater Backfill) | |
| 210E001 | 435 | CUYD | Borrow Excavation (Underwater Embank) | |
| 214A000 | 71 | CUYD | Structure Excavation | |
| 214B001 | 24 | CUYD | Foundation Backfill Commercial | |
| 215A000 | 972 | CUYD | Unclassified Bridge Excavation | |
| 215B000 | 1 | LS | Cofferdams Or Sheeting And Shoring, Sta. 33+50 | |
| 215B001 | 1 | LS | Cofferdams Or Sheeting And Shoring, Sta. 45+00 | |
| 230A000 | 37 | RBST | Roadbed Processing | |
| 240A000 | 2 | EACH | Settlement Plate Assembly | |
| 243A002 | 23120 | SQYD | Soil Stabilization Geogrid Type 3 | |
| 243A020 | 5840 | SQYD | Geosynthetic Reinforce For Slopes Ty 1 | |
| 243A035 | 16435 | SQYD | Geosynthetic Reinforce For Subgrade Ty 3 | |
| 301A012 | 9860 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 401A000 | 9860 | SQYD | Bituminous Treatment A | |
| 405A000 | 1765 | GAL | Tack Coat | |
| 407B000 | 1 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 408A053 | 5175 | SQYD | Plane Pvmt Appr 2.1" - 3.0" | |
| 424A361 | 1226 | TON | Superpave Wrg Surf 3/4" ESAL C/D | |
| 424B651 | 2028 | TON | Superpave Upr Bndr Lay 1" Esal C/D | |
| 424B655 | 100 | TON | Superpave Upr Bndr Pat 1" Esal C/D | |
| 424B659 | 830 | TON | Superpave Upr Bndr Lev 1" Esal C/D | |
| 424B681 | 1651 | TON | Superpave Low Bndr Lay 1" Esal C/D | |
| 430B043 | 100 | TON | Agg Surf (1" Down, Crusher Run) | |
| 450B000 | 214 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 121000 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Sta. 33+50, Approximately 86,600 Lbs. | |
| 502B001 | 1 | LS | Steel Reinforcement For Bridge Superstr. Sta. 45+00, Approximately 93100 Lbs. | |
| 505A002 | 2 | EACH | Steel Test Piles (HP 12x53) | |
| 505A004 | 4 | EACH | Steel Test Piles (HP 14x73) | |
| 505B057 | 2 | EACH | Static Loading Tests (HP 12x53) | |
| 505B059 | 2 | EACH | Static Loading Tests (HP 14x73) | |
| 505B089 | 4 | EACH | Dynamic Loading Tests (HP 14x73) | |
| 505G006 | 48 | EACH | Pile Points (Type B 12") | |
| 505G007 | 108 | EACH | Pile Points (Type B 14") | |
| 505M002 | 1880 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 505M004 | 5913 | LF | Steel Piling Furnish/Drive HP 14x73 | |
| 508A000 | 17400 | LB | Structural Steel | |
| 510A000 | 596 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Sta. 33+50, Approximately 351 Cu. Yds. | |
| 510C052 | 1 | LS | Bridge Concrete Superstructure Sta. 45+00, Approximately 360 Cu. Yds. | |
| 510E000 | 1992 | SQYD | Grooving Concrete Bridge Decks | |
| 511A052 | 80 | EACH | Elastomeric Bearing Type 2 (Mark B3) | |
| 513B005 | 3150 | LF | Pre-Ten/Stress Conc Girder Ty III Spec | |
| 530A002 | 80 | LF | 24" Roadway Pipe (Class 3 R.C.) | |
| 535A002 | 152 | LF | 24" Side Drain Pipe | |
| 535B014 | 104 | LF | 51" x 31" Side Drain Pipe | |
| 600A000 | 1 | LS | Mobilization | |
| 602A000 | 10 | EACH | Right Of Way Markers | |
| 608A000 | 17170 | SQYD | Separation Geotextile | |
| 610A004 | 644 | SQYD | Loose Riprap Class 2 24" Thick | |
| 610A009 | 848 | SQYD | Loose Riprap Class 4 48" Thick | |
| 610C001 | 7635 | TON | Loose Riprap Class 2 | |
| 610D003 | 9378 | SQYD | Filter Blanket Geotextile | |
| 618B003 | 785 | SQYD | Concrete Driveway 6" Thick Wire Mesh | |
| 619A003 | 2 | EACH | 24" Road Pipe End Treatment Cl 1 | |
| 619A004 | 1 | EACH | 30" Road Pipe End Treatment Cl 1 | |
| 619A102 | 3 | EACH | 24" Side Drain Pipe End Treat Cl 1 | |
| 619B120 | 1 | EACH | 51"x31" Side Drain End Treat Cl 1 | |
| 621A011 | 1 | EACH | Junction Boxes, Type 1 Or 1P | |
| 621A022 | 1 | EACH | Junction Boxes, Type 1 (Modified) | |
| 630A001 | 1200 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 8 | EACH | Guardrail End Anchor, Type 13 | |
| 630C070 | 8 | EACH | Guardrail End Anchor, Type 10 Series | |
| 637A000 | 300 | LF | Fence Reset | |
| 641A612 | 2160 | LF | 6 Inch Ductile Iron Water Main Laid | |
| 641C500 | 324 | LB | Ductile Iron Fittings | |
| 641M512 | 14 | EACH | 6 Inch Retainer Gland | |
| 641M514 | 4 | EACH | 8 Inch Retainer Gland | |
| 641O514 | 2 | EACH | 6 Inch x 6 Inch Tap Valve And Sleeve | |
| 649A850 | 2080 | LF | 8 Inch HDPE Encase Pipe Ty 3 Install | |
| 650A000 | 8026 | CUYD | Topsoil | |
| 650B000 | 1119 | CUYD | Topsoil From Stockpiles | |
| 652A100 | 17 | ACRE | Seeding | |
| 652C000 | 34 | ACRE | Mowing | |
| 656A010 | 17 | ACRE | Mulching | |
| 659C001 | 15000 | SQYD | Erosion Control Product, Type S3 | |
| 659C004 | 1230 | SQYD | Erosion Control Product, Type C2 | |
| 665A000 | 17 | ACRE | Temporary Seeding | |
| 665B001 | 51 | TON | Temporary Mulching | |
| 665C010 | 50 | LF | Temporary Pipe | |
| 665D001 | 1 | EACH | Temporary Pipe End Treatment | |
| 665E000 | 100 | SQYD | Polyethylene | |
| 665F000 | 300 | EACH | Hay Bales | |
| 665G000 | 50 | EACH | Sand Bags | |
| 665I000 | 1335 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 21330 | LF | Silt Fence | |
| 665L000 | 1200 | LF | Floating Basin Boom | |
| 665N000 | 500 | TON | Temporary Coarse Aggregate ALDOT No 1 | |
| 665O001 | 21330 | LF | Silt Fence Removal | |
| 665Q002 | 300 | LF | Wattle | |
| 665T000 | 100 | LF | Temporary Earth Berms | |
| 666A001 | 17 | ACRE | Pest Control Treatment | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 312,450.00) | |
| 701A227 | 3 | MILE | Solid White Cl 2 Ty A Traf Str 5" W | |
| 701A230 | 3 | MILE | Solid Yellow Cl 2 Ty A Traf Str 5" W | |
| 701C001 | 6 | MILE | Solid Temporary Traffic Stripe | |
| 701D005 | 1 | MILE | Solid Traffic Stripe Removed | |
| 701G146 | 1280 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 1280 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 703A002 | 86 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703D001 | 86 | SQFT | Temporary Traffic Control Markings | |
| 705A037 | 147 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 710A115 | 49 | SQFT | Cl 4 Alum Sign 0.08"/St 14 Ga Ty III/ IV | |
| 710A126 | 8 | SQFT | Cl 8 Alum Sign 0.08"/St 14 Ga Ty IX Bg | |
| 710B021 | 120 | LF | Rdwy Sign Pt(#3 UCh GS or 2"14Ga SqTuSt) | |
| 726A000 | 2310 | LF | Port Concrete Safety Barriers Type 6 | |
| 726A001 | 10 | LF | Port Concrete Safety Barriers Type 6-A | |
| 726D021 | 1 | EACH | Portable Impact Atten Ass Bi Dir TL-2 | |
| 740B000 | 443 | SQFT | Construction Signs | |
| 740D000 | 80 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740F002 | 6 | EACH | Barricades, Type III | |
| 740I002 | 3 | EACH | Warning Lights, Type B | |
| 740L005 | 80 | EACH | Vertical Panel, Type I (Double-Sided) | |
| 740M001 | 50 | EACH | Ballast For Cone | |
| 999 000 | 1440 | HOUR | Trainee Hours At 80 Cents Per Hour |