COUNTY: LAUDERDALE
WORKING DAYS: 135
MBE/DBE CONTRACT OBLIGATION: 6 %
for constructing the Grade, Drain, Base, & Pave on Railroad Avenue and Bridge Replacement on Hermitage Drive over the Tennessee Southern Railroad in Florence. Length 0.202 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: $1,814,438 TO $2,217,647
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 201A002 | 1 | LS | Clear & Grub (Maximum Allowable Bid $ 4000.00 Per Acre)(Approximately 3 Acres) | |
| 206A000 | 1 | LS | Removal Of Old Bridge Station 13+77.00 | |
| 206D000 | 176 | LF | Removing Pipe | |
| 206D001 | 437 | LF | Removing Guardrail | |
| 206D002 | 137 | LF | Removing Curb | |
| 206D003 | 180 | LF | Removing Curb And Gutter | |
| 206D005 | 64 | LF | Removing Gutter | |
| 206D008 | 137 | LF | Removing Retaining Wall | |
| 206E003 | 1 | EACH | Removing Manholes | |
| 206E008 | 8 | EACH | Removing Guardrail End Anchor (All Type) | |
| 210A000 | 3820 | CUYD | Unclassified Excavation | |
| 210A001 | 535 | CUYD | Unclass Excavation (Special Undercut) | |
| 210D000 | 6694 | CUYD | Borrow Excavation | |
| 214A000 | 915 | CUYD | Structure Excavation | |
| 214B001 | 371 | CUYD | Foundation Backfill Commercial | |
| 215A000 | 445 | CUYD | Unclassified Bridge Excavation | |
| 215B000 | 1 | LS | Cofferdams Or Sheeting And Shoring, Station 13+26.00 | |
| 301A012 | 5155 | SQYD | CABC Type B Plant Mix 6" Thick | |
| 401A000 | 4081 | SQYD | Bituminous Treatment A | |
| 405A000 | 22 | GAL | Tack Coat | |
| 408A051 | 739 | SQYD | Plane Pvmt Appr 0.0 -1.0" | |
| 424A340 | 362 | TON | Superpave Wrg Surf 1/2" ESAL A/B | |
| 424A346 | 61 | TON | Superpave Wrg Surf Lev 1/2" ESAL A/B | |
| 424B635 | 94 | TON | Superpave Upr Bndr Lay 3/4" Esal A/B | |
| 424B636 | 564 | TON | Superpave Upr Bndr Lay 1" Esal A/B | |
| 424B640 | 10 | TON | Superpave Upr Bndr Pat 1" Esal A/B | |
| 424B643 | 67 | TON | Superpave Upr Bndr Lev 3/4" Esal A/B | |
| 424B644 | 38 | TON | Superpave Upr Bndr Lev 1" Esal A/B | |
| 430B034 | 40 | TON | Agg Surf (ALDOT #57 Crushed Stone) | |
| 450B000 | 134 | SQYD | Reinforced Concrete Bridge End Slab | |
| 502A000 | 46000 | LB | Steel Reinforcement | |
| 502B000 | 1 | LS | Steel Reinforcement For Bridge Superstr. Station 13+26.00, Approximately | |
| 505G003 | 82 | EACH | Pile Points (Type A 12") | |
| 505M002 | 3884 | LF | Steel Piling Furnish/Drive HP 12x53 | |
| 508A000 | 7300 | LB | Structural Steel | |
| 510A000 | 352 | CUYD | Bridge Substructure Concrete Class A | |
| 510C051 | 1 | LS | Bridge Concrete Superstructure Station 13+26.00, Approximately | |
| 510E000 | 658 | SQYD | Grooving Concrete Bridge Decks | |
| 511A004 | 12 | EACH | Elastomeric Bearing Type 4 | |
| 511A071 | 24 | EACH | Elastomeric Bearing Type 4 (Mark VB2) | |
| 513B004 | 671 | LF | Pre-Ten/Stress Conc Girder Ty II Spec | |
| 513B015 | 530 | LF | Pre-Ten/Stress Conc Girder BT-54 Spec | |
| 530A001 | 262 | LF | 18" Roadway Pipe (Class 3 R.C.) | |
| 530A002 | 37 | LF | 24" Roadway Pipe (Class 3 R.C.) | |
| 530A800 | 32 | LF | 15" Rd Pp 14 Ga CCS Stack Pp NBR | |
| 532A032 | 10 | LF | 18" Slotted Drain Pipe | |
| 533A098 | 782 | LF | 18" Storm Sewer Pipe (Class 3 R.C.) | |
| 533A099 | 358 | LF | 24" Storm Sewer Pipe (Class 3 R.C.) | |
| 535A001 | 20 | LF | 18" Side Drain Pipe | |
| 600A000 | 1 | LS | Mobilization | |
| 601A000 | 1 | EACH | Furnishing Base, Soil & Structure Labs | |
| 602A000 | 14 | EACH | Right Of Way Markers | |
| 609A000 | 246 | SQYD | Aggregate Slope Protection | |
| 610C001 | 518 | TON | Loose Riprap Class 2 | |
| 610D003 | 705 | SQYD | Filter Blanket Geotextile | |
| 618A000 | 416 | SQYD | Concrete Sidewalk, 4" Thick | |
| 618B003 | 147 | SQYD | Concrete Driveway 6" Thick Wire Mesh | |
| 619A002 | 1 | EACH | 18" Road Pipe End Treatment Cl 1 | |
| 619A003 | 2 | EACH | 24" Road Pipe End Treatment Cl 1 | |
| 619A101 | 4 | EACH | 18" Side Drain Pipe End Treat Cl 1 | |
| 621A003 | 1 | EACH | Junction Boxes, Type 4 Or 1P | |
| 621A005 | 1 | EACH | Junction Boxes, Type 1 | |
| 621A011 | 2 | EACH | Junction Boxes, Type 1 Or 1P | |
| 621C008 | 4 | EACH | Inlets, Type E | |
| 621C015 | 5 | EACH | Inlets, Type S1 Or S3 (1 Wing) | |
| 621C017 | 3 | EACH | Inlets, Type S1 Or S3 (2 Wing) | |
| 621C027 | 1 | EACH | Inlets, Type C | |
| 621C109 | 1 | EACH | Inlets, Type PD | |
| 621D008 | 3 | EACH | Inlet Units, Type E | |
| 621D015 | 1 | EACH | Inlet Units, Type S1 Or S3 | |
| 622A004 | 3 | EACH | Manhole Covers Reset (Riser Ring Method) | |
| 623A000 | 227 | LF | Concrete Gutter | |
| 623C000 | 2164 | LF | Combination Curb & Gutter, Type C | |
| 630A001 | 579 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C001 | 1 | EACH | Guardrail End Anchor, Type 8 | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 5 | EACH | Guardrail End Anchor, Type 20 Series | |
| 634A001 | 281 | LF | Industrial Fence, 5 Feet High | |
| 634E003 | 204 | LF | Industrial Fence, 7.33', Spec Mount | |
| 650A000 | 837 | CUYD | Topsoil | |
| 652A100 | 2 | ACRE | Seeding | |
| 654A001 | 2930 | SQYD | Solid Sodding (Bermuda) | |
| 659C002 | 350 | SQYD | Erosion Control Product, Type S2 | |
| 665A000 | 2 | ACRE | Temporary Seeding | |
| 665B001 | 6 | TON | Temporary Mulching | |
| 665E000 | 950 | SQYD | Polyethylene | |
| 665F000 | 50 | EACH | Hay Bales | |
| 665G000 | 50 | EACH | Sand Bags | |
| 665I000 | 32 | TON | Temporary Riprap, Class 2 | |
| 665J002 | 925 | LF | Silt Fence | |
| 665K000 | 33 | CUYD | Drainage Sump Excavation | |
| 665O001 | 925 | LF | Silt Fence Removal | |
| 665P005 | 14 | EACH | Inlet Protection, Stage 3 Or 4 | |
| 665Q002 | 630 | LF | Wattle | |
| 674A000 | 100 | LF | Construction Safety Fence | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 87,275.00) | |
| 701G146 | 410 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 410 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 701G253 | 650 | LF | Solid White Cl 2 Ty A Traf Str 5" W | |
| 701G265 | 3000 | LF | Solid Yellow Cl 2 Ty A Traf Str 5" W | |
| 703A002 | 90 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 705A037 | 38 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 707B004 | 4 | EACH | Type B Hazard Marker Installation | |
| 710A115 | 70 | SQFT | Cl 4 Alum Sign 0.08"/St 14 Ga Ty III/ IV | |
| 710A126 | 15 | SQFT | Cl 8 Alum Sign 0.08"/St 14 Ga Ty IX Bg | |
| 710B021 | 140 | LF | Rdwy Sign Pt(#3 UCh GS or 2"14Ga SqTuSt) | |
| 740B000 | 865 | SQFT | Construction Signs | |
| 740C000 | 360 | SQFT | Special Construction Signs | |
| 740D000 | 50 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740F002 | 16 | EACH | Barricades, Type III | |
| 740I002 | 4 | EACH | Warning Lights, Type B | |
| 740M001 | 50 | EACH | Ballast For Cone | |
| 742A001 | 1 | EACH | Portable Changeable Message Sign Type 2 |