COUNTY: FRANKLIN
WORKING DAYS: 375
MBE/DBE CONTRACT OBLIGATION: 8 %
for constructing the Additional Lanes (Partial Grade & Drain, Base, Pave, and Culvert) on SR-24 (Corridor V) from Dempsey to 3 miles west of the Russellville City Limits. Length 8.941 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: $15,288,849 TO $18,686,371
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 per Acre)(Approximately 1 Acre) | |
| 206D000 | 3967 | LF | Removing Pipe | |
| 206D001 | 6120 | LF | Removing Guardrail | |
| 206D011 | 360 | LF | Removing Fence | |
| 206E000 | 11 | EACH | Removing Headwalls | |
| 206E001 | 5 | EACH | Removing Inlets | |
| 206E008 | 16 | EACH | Removing Guardrail End Anchor (All Type) | |
| 210A000 | 88238 | CUYD | Unclassified Excavation | |
| 210D000 | 8809 | CUYD | Borrow Excavation | |
| 214A000 | 1355 | CUYD | Structure Excavation | |
| 214B001 | 374 | CUYD | Foundation Backfill Commercial | |
| 230A000 | 420 | RBST | Roadbed Processing | |
| 231B002 | 2817 | TON | Rdbd Stabilizing Material ALDOT #410 Mod | |
| 231C000 | 418 | RBST | Stabilizing Roadbed With In-Place Mat | |
| 232A015 | 63209 | SQYD | Lime Stabilization Class 2 9 Inches | |
| 232B000 | 725 | TON | Lime | |
| 260A025 | 31 | CUYD | Low Strength Cement Mortar Mix 1 | |
| 301A008 | 211944 | SQYD | CABC Type B Plant Mix 5" Thick | |
| 305B077 | 8056 | TON | Crushed Aggregate Sec 825 For Misc Use | |
| 327A021 | 19028 | TON | Plant Mix Bituminous Base Mix 2 | |
| 401A000 | 63209 | SQYD | Bituminous Treatment A | |
| 401A006 | 201763 | SQYD | Bituminous Treatment G | |
| 405A000 | 20457 | GAL | Tack Coat | |
| 407B000 | 23 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 408A052 | 222517 | SQYD | Plane Pvmt Appr 1.10" - 2.0" | |
| 410B000 | 1 | EACH | State Furnished Profilograph | |
| 410H000 | 1 | EACH | Material Remixing Device | |
| 424A360 | 32525 | TON | Superpave Wrg Surf 1/2" ESAL C/D | |
| 424B636 | 13320 | TON | Superpave Upr Bndr Lay 1" Esal A/B | |
| 424B650 | 47265 | TON | Superpave Upr Bndr Lay 3/4" Esal C/D | |
| 424B658 | 30794 | TON | Superpave Upr Bndr Lev 3/4" Esal C/D | |
| 424C360 | 32423 | TON | Superpave Base Layer 1" ESAL C/D | |
| 424C364 | 500 | TON | Superpave Base Patching 1" ESAL C/D | |
| 428C000 | 167040 | LF | Scoring Bit Pvmt Surface By Cutting | |
| 430B014 | 691 | TON | Agg Surf (ALDOT #410 Modified) | |
| 450B000 | 160 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 24578 | LB | Steel Reinforcement | |
| 524A010 | 135 | CUYD | Culvert Concrete | |
| 530A001 | 464 | LF | 18" Roadway Pipe (Class 3 R.C.) | |
| 530A002 | 358 | LF | 24" Roadway Pipe (Class 3 R.C.) | |
| 530A006 | 26 | LF | 48" Roadway Pipe (Class 3 R.C.) | |
| 530B001 | 98 | LF | 22"x14" Roadway Pipe Class 3 R.C. | |
| 600A000 | 1 | LS | Mobilization | |
| 610C001 | 78 | TON | Loose Riprap Class 2 | |
| 610D003 | 2599 | SQYD | Filter Blanket Geotextile | |
| 614A000 | 144 | CUYD | Slope Paving | |
| 619A002 | 4 | EACH | 18" Road Pipe End Treatment Cl 1 | |
| 619A003 | 5 | EACH | 24" Road Pipe End Treatment Cl 1 | |
| 619A007 | 1 | EACH | 48" Roadway Pipe End Treatment Cl 1 | |
| 619B281 | 2 | EACH | 22"x14" Road End Treat Cl 2 Dbl | |
| 620A000 | 2 | CUYD | Minor Structure Concrete | |
| 621A011 | 1 | EACH | Junction Boxes, Type 1 Or 1P | |
| 621C020 | 46 | EACH | Inlets, Type Y | |
| 621C132 | 15 | EACH | Inlets, Type Y (Modified) | |
| 621D019 | 1 | EACH | Inlet Units, Type Y | |
| 621D055 | 3 | EACH | Inlet Units, Type Y (Modified) | |
| 630A001 | 13126 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C003 | 6 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 28 | EACH | Guardrail End Anchor, Type 20 Series | |
| 630C070 | 6 | EACH | Guardrail End Anchor, Type 10 Series | |
| 636A002 | 186 | LF | Barbed Wire Fence, 5 Strands, 5' High | |
| 650A000 | 8264 | CUYD | Topsoil | |
| 650B000 | 1686 | CUYD | Topsoil From Stockpiles | |
| 652A100 | 19 | ACRE | Seeding | |
| 652C000 | 29 | ACRE | Mowing | |
| 654A001 | 1089 | SQYD | Solid Sodding (Bermuda) | |
| 656A010 | 19 | ACRE | Mulching | |
| 665A000 | 19 | ACRE | Temporary Seeding | |
| 665B001 | 57 | TON | Temporary Mulching | |
| 665C010 | 1000 | LF | Temporary Pipe | |
| 665G000 | 3090 | EACH | Sand Bags | |
| 665J002 | 4020 | LF | Silt Fence | |
| 665N003 | 1500 | TON | Temporary Coarse Aggregate ALDOT No 2 | |
| 665O001 | 4020 | LF | Silt Fence Removal | |
| 665P005 | 73 | EACH | Inlet Protection, Stage 3 Or 4 | |
| 665Q002 | 3190 | LF | Wattle | |
| 665V001 | 3190 | LB | Flocculant Powder | |
| 666A001 | 19 | ACRE | Pest Control Treatment | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 875,000.00) | |
| 701A227 | 20 | MILE | Solid White Cl 2 Ty A Traf Str 5" W | |
| 701A230 | 26 | MILE | Solid Yellow Cl 2 Ty A Traf Str 5" W | |
| 701A239 | 19 | MILE | Broken White Cl 2 Ty A Traf Str 5" W | |
| 701C000 | 17 | MILE | Broken Temporary Traffic Stripe | |
| 701C001 | 48 | MILE | Solid Temporary Traffic Stripe | |
| 701E003 | 2040 | LF | Solid Temporary Traffic Stripe Tape | |
| 701G142 | 989 | LF | Broken White Cl W Ty A Traf Str 5" W | |
| 701G146 | 989 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 989 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 701G161 | 989 | LF | Broken Black Cl W Ty B Traf Str 5"W | |
| 701G252 | 1300 | LF | Solid White Cl 2 Ty A Traf Str 5" WRS | |
| 701H002 | 2040 | LF | Solid Traffic Stripe Removed Tape | |
| 703A002 | 2476 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703B002 | 1883 | SQFT | Traffic Control Legends, Class 2, Type A | |
| 703D001 | 1078 | SQFT | Temporary Traffic Control Markings | |
| 705A011 | 497 | EACH | Pavement Markers, Class C, Type 1-A | |
| 705A012 | 497 | EACH | Pvmtment Markers, Class C, Type 1-B | |
| 705A023 | 517 | EACH | Pavement Markers, Class C, Type 2-D | |
| 705A024 | 68 | EACH | Pavement Markers, Class C, Type 2-E | |
| 705A030 | 381 | EACH | Pavement Markers, Class A-H, Type 2-C | |
| 705A031 | 1168 | EACH | Pavement Markers, Class A-H, Type 1-A | |
| 705A037 | 81 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 709A000 | 18 | EACH | Milepost, Type A | |
| 710A115 | 365 | SQFT | Cl 4 Alum Sign 0.08"/St 14 Ga Ty III/ IV | |
| 710A126 | 504 | SQFT | Cl 8 Alum Sign 0.08"/St 14 Ga Ty IX Bg | |
| 710B021 | 1526 | LF | Rdwy Sign Pt(#3 UCh GS or 2"14Ga SqTuSt) | |
| 730Y000 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y001 | 1 | LS | Furnishing And Insatlling Pedestal Pole | |
| 730Y002 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y003 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y004 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y005 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y006 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y007 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y008 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 740B000 | 1835 | SQFT | Construction Signs | |
| 740D000 | 1350 | EACH | Channelizing Drums | |
| 740E000 | 400 | EACH | Cones (36" High) | |
| 740F002 | 100 | EACH | Barricades, Type III | |
| 740I002 | 49 | EACH | Warning Lights, Type B | |
| 740M001 | 400 | EACH | Ballast For Cone | |
| 741C010 | 2 | EACH | Port Seq Arrow & Chevron Sign Unit | |
| 742A003 | 2 | EACH | Portable Changeable Message Sign Type 3 | |
| 999 000 | 1760 | HOUR | Trainee Hours At 80 Cents Per Hour |