COUNTY: MADISON
WORKING DAYS: 315
MBE/DBE CONTRACT OBLIGATION: 6 %
for constructing the Bridge & Culvert Replacement (Grade, Drain, Base, and Pave), Resurfacing, Traffic Stripe, and Signals on Old Madison Pike from Slaughter Road to Thornton Research Park in Huntsville. Length 0.615 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: $5,166,641 TO $6,314,784
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 18 Acres | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station 26+85.19 | |
| 206A001 | 1 | LS | Removal Of Old Bridge Station 34+47.89 | |
| 206B000 | 1 | LS | Removal Of Old Box Culvert Station 25+37.83 to 25+62.75 | |
| 206B001 | 1 | LS | Removal Of Old Box Culvert Station 32+69.51 to 32+77.52 | |
| 206C000 | 68 | SQYD | Removing Concrete Sidewalk | |
| 206C002 | 37 | SQYD | Removing Concrete Slope Paving | |
| 206C023 | 1551 | SQYD | Removing Riprap | |
| 206D000 | 499 | LF | Removing Pipe | |
| 206D001 | 2248 | LF | Removing Guardrail | |
| 206D003 | 1521 | LF | Removing Curb And Gutter | |
| 206E000 | 7 | EACH | Removing Headwalls | |
| 206E001 | 3 | EACH | Removing Inlets | |
| 206E002 | 4 | EACH | Removing Junction Boxes | |
| 206E008 | 9 | EACH | Removing Guardrail End Anchor (All Type) | |
| 210A000 | 26414 | CUYD | Unclassified Excavation | |
| 210D000 | 25376 | CUYD | Borrow Excavation | |
| 210F001 | 2900 | TON | Borrow Excavation (Underwater Embank) | |
| 210F005 | 500 | TON | Borrow Excavation Light Weight Aggregate | |
| 214A000 | 1357 | CUYD | Structure Excavation | |
| 214B001 | 546 | CUYD | Foundation Backfill Commercial | |
| 230A000 | 29 | RBST | Roadbed Processing | |
| 301A008 | 36229 | SQYD | CABC Type B Plant Mix 5" Thick | |
| 305B078 | 100 | TON | Crushed Agg Sec 825 Ty B For Misc Use | |
| 401A000 | 18866 | SQYD | Bituminous Treatment A | |
| 405A000 | 2550 | GAL | Tack Coat | |
| 407B000 | 3 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 408A051 | 7044 | SQYD | Plane Pvmt Appr 0.0 -1.0" | |
| 408A052 | 2747 | SQYD | Plane Pvmt Appr 1.10" - 2.0" | |
| 410H000 | 1 | EACH | Material Remixing Device | |
| 424A361 | 1863 | TON | Superpave Wrg Surf 3/4" ESAL C/D | |
| 424A365 | 200 | TON | Superpave Wrg Surf Pat 1" ESAL C/D | |
| 424B651 | 2802 | TON | Superpave Upr Bndr Lay 1" Esal C/D | |
| 424B658 | 982 | TON | Superpave Upr Bndr Lev 3/4" Esal C/D | |
| 424B681 | 2565 | TON | Superpave Low Bndr Lay 1" Esal C/D | |
| 424C360 | 2819 | TON | Superpave Base Layer 1" ESAL C/D | |
| 424C364 | 200 | TON | Superpave Base Patching 1" ESAL C/D | |
| 430B014 | 1000 | TON | Agg Surf (ALDOT #410 Modified) | |
| 430B050 | 200 | TON | Agg Surf (Aldot #1) | |
| 450B000 | 232 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 99503 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 25+20 Approximately 160,790 lbs | |
| 505G003 | 40 | EACH | Pile Points (Type A 12") | |
| 505G004 | 72 | EACH | Pile Points (Type A 14") | |
| 505H000 | 1580 | LF | Pilot Holes | |
| 505M002 | 1270 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 505M006 | 2355 | LF | Steel Piling Furnish/Drive HP 14x117 | |
| 508A000 | 26837 | LB | Structural Steel | |
| 510A000 | 382 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Station 25+20 Approximately 680 Cu Yds | |
| 510E000 | 2172 | SQYD | Grooving Concrete Bridge Decks | |
| 511A071 | 126 | EACH | Elastomeric Bearing Type 4 (Mark VB2) | |
| 513B004 | 3084 | LF | Pre-Ten/Stress Conc Girder Ty II Spec | |
| 517G000 | 548 | LF | Ornamental Metal Fence | |
| 524A010 | 300 | CUYD | Culvert Concrete | |
| 530A001 | 496 | LF | 18" Roadway Pipe (Class 3 R.C.) | |
| 530A002 | 567 | LF | 24" Roadway Pipe (Class 3 R.C.) | |
| 530A003 | 24 | LF | 30" Roadway Pipe (Class 3 R.C.) | |
| 530A008 | 60 | LF | 60" Roadway Pipe (Class 3 R.C.) | |
| 534E001 | 371 | LF | Clean Exist Pipe Less Than Or 48" | |
| 535A002 | 108 | LF | 24" Side Drain Pipe | |
| 600A000 | 1 | LS | Mobilization | |
| 601A000 | 1 | EACH | Furnishing Base, Soil & Structure Labs | |
| 602A000 | 15 | EACH | Right Of Way Markers | |
| 610C001 | 3269 | TON | Loose Riprap Class 2 | |
| 610D003 | 2882 | SQYD | Filter Blanket Geotextile | |
| 614A000 | 106 | CUYD | Slope Paving | |
| 618A000 | 1918 | SQYD | Concrete Sidewalk, 4" Thick | |
| 618A001 | 380 | SQYD | Concrete Sidewalk, 6" Thick | |
| 619A002 | 2 | EACH | 18" Road Pipe End Treatment Cl 1 | |
| 619A003 | 2 | EACH | 24" Road Pipe End Treatment Cl 1 | |
| 619A004 | 1 | EACH | 30" Road Pipe End Treatment Cl 1 | |
| 619A009 | 1 | EACH | 60" Road Pipe End Treatment Cl 1 | |
| 619A102 | 3 | EACH | 24" Side Drain Pipe End Treat Cl 1 | |
| 621A022 | 9 | EACH | Junction Boxes, Type 1 (Modified) | |
| 621B014 | 8 | EACH | Junction Box Units, Type 1 Or 2P | |
| 621C015 | 6 | EACH | Inlets, Type S1 Or S3 (1 Wing) | |
| 621C109 | 1 | EACH | Inlets, Type PD | |
| 623C000 | 1856 | LF | Combination Curb & Gutter, Type C | |
| 630A001 | 1621 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C000 | 1 | EACH | Guardrail End Anchor, Type 10 | |
| 630C001 | 2 | EACH | Guardrail End Anchor, Type 8 | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 4 | EACH | Guardrail End Anchor, Type 20 Series | |
| 641A614 | 140 | LF | 8 Inch Ductile Iron Water Main Laid | |
| 641A618 | 1600 | LF | 12 Inch Ductile Iron Water Main Laid | |
| 641A684 | 20 | LF | 8 Inch Ductile Iron Water Main Laid RJ | |
| 641A688 | 20 | LF | 12 Inch Ductile Iron Water Main Laid RJ | |
| 641C500 | 2400 | LB | Ductile Iron Fittings | |
| 641J518 | 1 | EACH | 8 Inch Gate Valve With Box | |
| 641J522 | 1 | EACH | 12 Inch Gate Valve With Box | |
| 641M514 | 15 | EACH | 8 Inch Retainer Gland | |
| 641M518 | 26 | EACH | 12 Inch Retainer Gland | |
| 641M524 | 2 | EACH | 18 Inch Retainer Gland | |
| 641O614 | 1 | EACH | 18 Inch x 12 Inch Tap Valve And Sleeve | |
| 649A560 | 70 | LF | 24 Inch Stl Encase Pipe Ty 1 Install | |
| 649A660 | 70 | LF | 24 Inch Stl Encase Pipe Ty 2 Install | |
| 650B000 | 7933 | CUYD | Topsoil From Stockpiles | |
| 652A100 | 6 | ACRE | Seeding | |
| 654A001 | 2903 | SQYD | Solid Sodding (Bermuda) | |
| 656A010 | 6 | ACRE | Mulching | |
| 659C001 | 6237 | SQYD | Erosion Control Product, Type S3 | |
| 659C007 | 3717 | SQYD | Erosion Control Product, Type C8 | |
| 660D013 | 31 | EACH | Trees, (Flowering Dogwood) | |
| 660D015 | 31 | EACH | Trees, (Eastern Redbud) | |
| 660D175 | 62 | EACH | Trees, (Muskogee Crape Myrtle) | |
| 665A000 | 6 | ACRE | Temporary Seeding | |
| 665B001 | 18 | TON | Temporary Mulching | |
| 665G000 | 135 | EACH | Sand Bags | |
| 665I000 | 560 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 10762 | LF | Silt Fence | |
| 665L000 | 400 | LF | Floating Basin Boom | |
| 665N000 | 200 | TON | Temporary Coarse Aggregate ALDOT No 1 | |
| 665O001 | 10762 | LF | Silt Fence Removal | |
| 665P005 | 6 | EACH | Inlet Protection, Stage 3 Or 4 | |
| 665Q002 | 1000 | LF | Wattle | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 283,000.00) | |
| 701A231 | 2 | MILE | Solid White Cl 2 Ty A Traf Str | |
| 701A235 | 2 | MILE | Solid Yellow Cl 2 Ty A Traf Str | |
| 701A240 | 2 | MILE | Broken White Cl 2 Ty A Traf Str | |
| 701A245 | 1 | MILE | Broken Yellow Cl 2 Ty A Traf Str | |
| 701B062 | 700 | LF | Dotted Cl 2 Ty A Traf Str LD 8" W | |
| 701B205 | 250 | LF | Dotted Cl 2 Ty A Traf Str | |
| 701C000 | 1 | MILE | Broken Temporary Traffic Stripe | |
| 701C001 | 2 | MILE | Solid Temporary Traffic Stripe | |
| 701G140 | 700 | LF | Broken White Cl W Ty A Traf Str | |
| 701G144 | 700 | LF | Soild White Cl W Ty A Traf Str | |
| 701G152 | 700 | LF | Solid Yellow Cl W Ty A Traf Str | |
| 703A002 | 1444 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703B002 | 157 | SQFT | Traffic Control Legends, Class 2, Type A | |
| 703D001 | 33 | SQFT | Temporary Traffic Control Markings | |
| 705A011 | 290 | EACH | Pavement Markers, Class C, Type 1-A | |
| 705A023 | 85 | EACH | Pavement Markers, Class C, Type 2-D | |
| 705A030 | 63 | EACH | Pavement Markers, Class A-H, Type 2-C | |
| 705A031 | 90 | EACH | Pavement Markers, Class A-H, Type 1-A | |
| 705A032 | 199 | EACH | Pavement Markers, Class A-H, Type 1-B | |
| 705A037 | 115 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 705A038 | 100 | EACH | Pavement Markers, Class A-H, Type 2-E | |
| 707B003 | 3 | EACH | Type A Hazard Marker Installation | |
| 710A115 | 22 | SQFT | Cl 4 Alum Sign 0.08"/St 14 Ga Ty III/ IV | |
| 710A126 | 9 | SQFT | Cl 8 Alum Sign 0.08"/St 14 Ga Ty IX Bg | |
| 710B021 | 52 | LF | Rdwy Sign Pt(#3 UCh GS or 2"14Ga SqTuSt) | |
| 730A000 | 1 | LS | Removal Of Exist Traffic Control Unit Old Madison Pike at Slaughter Road) | |
| 730C000 | 1 | LS | Furnish and Install Traffic Control Unit Old Madison Pike at Slaughter Road) | |
| 730E000 | 3 | EACH | Metal Traffic Signal Pole Foundation | |
| 730G001 | 3 | EACH | Metal Traffic Signal Strain Pole | |
| 730H001 | 3254 | LF | Loop Wire | |
| 730I001 | 163 | LF | Loop Detector Lead-In-Cable | |
| 730J010 | 8 | EACH | Vehicle Loop Detector | |
| 730K000 | 7 | EACH | Traffic Signal Junction Box | |
| 730L003 | 47 | LF | 1", Non-Metallic, Conduit | |
| 730L005 | 253 | LF | 2", Non-Metallic, Conduit | |
| 730N000 | 4 | EACH | Luminare Extension Assembly, 12' | |
| 730P022 | 4 | EACH | Vehicular Signal Head, 12 Inch, 3 Sect | |
| 730P024 | 4 | EACH | Vehicular Signal Head, 12 Inch, 5 Sect | |
| 730R022 | 1 | EACH | Controller Assembly, Type III, 8 Phase | |
| 730T000 | 1 | EACH | Wood Pole | |
| 740B000 | 1093 | SQFT | Construction Signs | |
| 740C000 | 221 | SQFT | Special Construction Signs | |
| 740D000 | 60 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740F002 | 19 | EACH | Barricades, Type III | |
| 740I002 | 9 | EACH | Warning Lights, Type B | |
| 740M001 | 50 | EACH | Ballast For Cone | |
| 741C010 | 2 | EACH | Port Seq Arrow & Chevron Sign Unit | |
| 742A001 | 2 | EACH | Portable Changeable Message Sign Type 2 | |
| 770L005 | 6 | EACH | Bollard,Complete In Place | |
| 999 000 | 1440 | HOUR | Trainee Hours At 80 Cents Per Hour |