COUNTY: TALLAPOOSA
WORKING DAYS: 60
MBE/DBE CONTRACT OBLIGATION: 4 %
for constructing the Resurfacing, Grade, Drainage Improvements, and Traffic Stripe on Coley Creek Road, Scott Road, and Sunny Level Cutoff as indicated in the plans in Alexander City. Length 6.951 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: $1,516,441 TO $1,853,428
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4,000.00 Per Acre) (Approx. 1 Acres) | |
| 206C010 | 50 | SQYD | Removing Concrete Driveway | |
| 206D000 | 132 | LF | Removing Pipe | |
| 206D002 | 33 | LF | Removing Curb | |
| 206E001 | 1 | EACH | Removing Inlets | |
| 210A000 | 40 | CUYD | Unclassified Excavation | |
| 210D001 | 350 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 214A000 | 61 | CUYD | Structure Excavation | |
| 214B001 | 32 | CUYD | Foundation Backfill Commercial | |
| 301A012 | 10 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 305A051 | 52 | CUYD | Coarse Aggregate Sec 801 For Misc Use | |
| 405A000 | 4945 | GAL | Tack Coat | |
| 407B000 | 7 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 424A336 | 5460 | TON | Superpave Wrg Surf 3/8" ESAL A/B | |
| 424A338 | 1361 | TON | Superpave Wrg Surf Level 3/8" ESAL A/B | |
| 424B635 | 10905 | TON | Superpave Upr Bndr Lay 3/4" Esal A/B | |
| 424B665 | 2 | TON | Superpave Low Bndr Lay 3/4" Esal A/B | |
| 424B669 | 1295 | TON | Superpave Low Bndr Pat 3/4" Esal A/B | |
| 430B047 | 2386 | TON | Agg Surf (3/4"Down Crusher Run) | |
| 530A001 | 38 | LF | 18" Roadway Pipe (Class 3 R.C.) | |
| 530A003 | 55 | LF | 30" Roadway Pipe (Class 3 R.C.) | |
| 530A101 | 5 | LF | 18" Roadway Pipe (Class 3 R.C.) (Ext) | |
| 533A098 | 12 | LF | 18" Storm Sewer Pipe (Class 3 R.C.) | |
| 535A080 | 76 | LF | 18" Side Drain Pipe (Class 3 R.C.) | |
| 600A000 | 1 | LS | Mobilization | |
| 618B002 | 50 | SQYD | Concrete Driveway, 6" Thick | |
| 619A002 | 1 | EACH | 18" Road Pipe End Treatment Cl 1 | |
| 619A004 | 2 | EACH | 30" Road Pipe End Treatment Cl 1 | |
| 619A101 | 3 | EACH | 18" Side Drain Pipe End Treat Cl 1 | |
| 620A000 | 1 | CUYD | Minor Structure Concrete | |
| 621A011 | 1 | EACH | Junction Boxes, Type 1 Or 1P | |
| 621C027 | 1 | EACH | Inlets, Type C | |
| 621C032 | 1 | EACH | Inlets, Type C (Modified) | |
| 630A001 | 100 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C050 | 3 | EACH | Guardrail End Anchor, Type 20 Series | |
| 630C070 | 1 | EACH | Guardrail End Anchor, Type 10 Series | |
| 650A000 | 150 | CUYD | Topsoil | |
| 652A100 | 2 | ACRE | Seeding | |
| 656A010 | 2 | ACRE | Mulching | |
| 665F000 | 230 | EACH | Hay Bales | |
| 665J002 | 2050 | LF | Silt Fence | |
| 665O001 | 2050 | LF | Silt Fence Removal | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited $78,330.00) | |
| 701A231 | 14 | MILE | Solid White Cl 2 Ty A Traf Str | |
| 701A235 | 14 | MILE | Solid Yellow Cl 2 Ty A Traf Str | |
| 701A245 | 1 | MILE | Broken Yellow Cl 2 Ty A Traf Str | |
| 701C000 | 2 | MILE | Broken Temporary Traffic Stripe | |
| 701C001 | 27 | MILE | Solid Temporary Traffic Stripe | |
| 703A002 | 1194 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703D001 | 1194 | SQFT | Temporary Traffic Control Markings | |
| 705A032 | 16 | EACH | Pavement Markers, Class A-H, Type 1-B | |
| 705A037 | 880 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 710A126 | 15 | SQFT | Cl 8 Alum Sign 0.08"/St 14 Ga Ty IX Bg | |
| 710B021 | 24 | LF | Rdwy Sign Pt(#3 UCh GS or 2"14Ga SqTuSt) | |
| 740B000 | 822 | SQFT | Construction Signs | |
| 740D000 | 20 | EACH | Channelizing Drums | |
| 740E000 | 150 | EACH | Cones (36" High) | |
| 740M001 | 150 | EACH | Ballast For Cone |