COUNTY: JEFFERSON
SHALL BE COMPLETED BY: April 18, 2014
MBE/DBE CONTRACT OBLIGATION: 4 %
for constructing the Pavement Rehabilitation (Planing, Resurfacing, Guardrail, Traffic Counting Units and Traffic Stripe) on I-459 from CR-143 (Grants Mill Road) to SR-7 (US-11) near Irondale. Length 5.404 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: $11,087,888 TO $13,551,863
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 206D001 | 2444 | LF | Removing Guardrail | |
| 206E008 | 66 | EACH | Removing Guardrail End Anchor (All Type) | |
| 206E041 | 1 | EACH | Removing Impact Attenuators | |
| 210D001 | 3488 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 405A000 | 24204 | GAL | Tack Coat | |
| 407B000 | 49 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 408A053 | 413810 | SQYD | Plane Pvmt Appr 2.1" - 3.0" | |
| 408B001 | 103184 | SQYD | Micro-Milling Exist Pave 1.10"-2.00" | |
| 410C000 | 1 | EACH | Contractor Retained Profilograph | |
| 410H000 | 1 | EACH | Material Remixing Device | |
| 423A003 | 38794 | TON | Stn Mtx Asp Wear Layer 1/2"Max Agg | |
| 423B002 | 23685 | TON | Stn Mtx Asp Bind Lay 3/4" Max Agg | |
| 424A360 | 19395 | TON | Superpave Wrg Surf 1/2" ESAL C/D | |
| 424B284 | 5000 | TON | Superpave Upr Bndr Patch 3/4" ESAL E | |
| 424B650 | 9496 | TON | Superpave Upr Bndr Lay 3/4" Esal C/D | |
| 428C000 | 107701 | LF | Scoring Bit Pvmt Surface By Cutting | |
| 600A000 | 1 | LS | Mobilization | |
| 610D003 | 500 | SQYD | Filter Blanket Geotextile | |
| 629A060 | 27855 | LF | Conc Med Or Safety Barr, VE Ty 10 Mod | |
| 630A001 | 4948 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C000 | 29 | EACH | Guardrail End Anchor, Type 10 | |
| 630C001 | 20 | EACH | Guardrail End Anchor, Type 8 | |
| 630C003 | 13 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 4 | EACH | Guardrail End Anchor, Type 20 Series | |
| 650A000 | 4023 | CUYD | Topsoil | |
| 652A100 | 5 | ACRE | Seeding | |
| 654A001 | 9575 | SQYD | Solid Sodding (Bermuda) | |
| 656A010 | 5 | ACRE | Mulching | |
| 659A041 | 4000 | SQYD | Rolled Erosion Control Product Ty (3B) | |
| 659A048 | 1500 | SQYD | Rolled Erosion Control Product Ty (5A) | |
| 665B001 | 20 | TON | Temporary Mulching | |
| 665E000 | 2000 | SQYD | Polyethylene | |
| 665G000 | 1000 | EACH | Sand Bags | |
| 665J002 | 25000 | LF | Silt Fence | |
| 665N000 | 500 | TON | Temporary Coarse Aggregate ALDOT No 1 | |
| 665O001 | 25000 | LF | Silt Fence Removal | |
| 665P005 | 77 | EACH | Inlet Protection, Stage 3 Or 4 | |
| 665Q002 | 2500 | LF | Wattle | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 544,325.00) | |
| 701A227 | 15 | MILE | Solid White Cl 2 Ty A Traf Str 5" W | |
| 701A230 | 15 | MILE | Solid Yellow Cl 2 Ty A Traf Str 5" W | |
| 701A239 | 19 | MILE | Broken White Cl 2 Ty A Traf Str 5" W | |
| 701B027 | 185 | LF | Dotted Cl W Ty A Traf Str 5" W | |
| 701B036 | 185 | LF | Dotted Cl W Ty B Traf Str Black 5" W | |
| 701B207 | 7432 | LF | Dotted Cl 2 Ty A Traf Str 5" W | |
| 701C000 | 17 | MILE | Broken Temporary Traffic Stripe | |
| 701C001 | 21 | MILE | Solid Temporary Traffic Stripe | |
| 701G142 | 5625 | LF | Broken White Cl W Ty A Traf Str 5" W | |
| 701G146 | 4960 | LF | Solid White Cl W Ty A Traf Str 5" W | |
| 701G154 | 4710 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 701G161 | 5625 | LF | Broken Black Cl W Ty B Traf Str 5"W | |
| 703A002 | 6167 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703B002 | 180 | SQFT | Traffic Control Legends, Class 2, Type A | |
| 703D001 | 6167 | SQFT | Temporary Traffic Control Markings | |
| 705A030 | 1345 | EACH | Pavement Markers, Class A-H, Type 2-C | |
| 705A031 | 1732 | EACH | Pavement Markers, Class A-H, Type 1-A | |
| 705A032 | 268 | EACH | Pavement Markers, Class A-H, Type 1-B | |
| 720A000 | 1 | EACH | Vehicular Impact Attenuator Assembly Bi-Directional, 70 mph) ( Sta 382+05) | |
| 728A000 | 2 | EACH | Truck Mounted Impact Attenuator Unit | |
| 731A001 | 4 | EACH | Traffic Counting Units, Type B | |
| 740B000 | 2238 | SQFT | Construction Signs | |
| 740C000 | 42 | SQFT | Special Construction Signs | |
| 740D000 | 450 | EACH | Channelizing Drums | |
| 740E000 | 100 | EACH | Cones (36" High) | |
| 740M001 | 100 | EACH | Ballast For Cone | |
| 741C010 | 4 | EACH | Port Seq Arrow & Chevron Sign Unit | |
| 742A001 | 4 | EACH | Portable Changeable Message Sign Type 2 | |
| 999 000 | 1760 | HOUR | Trainee Hours At 80 Cents Per Hour |