COUNTY: DALLAS
WORKING DAYS: 60
MBE/DBE CONTRACT OBLIGATION: 4 %
for constructing the Planing, Resurfacing, Guardrail, and Traffic Stripe (Pavement Rehabilitation) on Old Cahaba Road from Old Marion Junction Road to King Street and on Medical Center Parkway from Old Cahaba Road to the Junction of SR-8 (US-80) in Selma. Length 2.702 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: $716,650 TO $875,906
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 206D001 | 1703 | LF | Removing Guardrail | |
| 206E008 | 13 | EACH | Removing Guardrail End Anchor (All Type) | |
| 210A000 | 200 | CUYD | Unclassified Excavation | |
| 210D001 | 864 | CUYD | Borrow Excavation (Loose Truckbed Meas) | |
| 405A000 | 1597 | GAL | Tack Coat | |
| 407B000 | 6 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 408A052 | 53248 | SQYD | Plane Pvmt Appr 1.10" - 2.0" | |
| 424A341 | 4446 | TON | Superpave Wrg Surf 3/4" ESAL A/B | |
| 424A344 | 1000 | TON | Superpave Wrg Surf Pat 3/4" ESAL A/B | |
| 600A000 | 1 | LS | Mobilization | |
| 610D003 | 2619 | SQYD | Filter Blanket Geotextile | |
| 630A001 | 3050 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630A023 | 630 | LINF | St Bm Gdrl Cl B Ty 2 Thr Bea Bri Rai Ret | |
| 630C003 | 4 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 8 | EACH | Guardrail End Anchor, Type 20 Series | |
| 630C070 | 3 | EACH | Guardrail End Anchor, Type 10 Series | |
| 650A000 | 366 | CUYD | Topsoil | |
| 654A001 | 2509 | SQYD | Solid Sodding (Bermuda) | |
| 665J002 | 535 | LF | Silt Fence | |
| 665O001 | 535 | LF | Silt Fence Removal | |
| 665Q002 | 460 | LF | Wattle | |
| 680A001 | 1 | LS | Geometric Controls | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 37,150.00) | |
| 701A227 | 2 | MILE | Solid White Cl 2 Ty A Traf Str 5" W | |
| 701A230 | 6 | MILE | Solid Yellow Cl 2 Ty A Traf Str 5" W | |
| 701A239 | 4 | MILE | Broken White Cl 2 Ty A Traf Str 5" W | |
| 701B207 | 567 | LF | Dotted Cl 2 Ty A Traf Str 5" W | |
| 701C000 | 4 | MILE | Broken Temporary Traffic Stripe | |
| 701C001 | 8 | MILE | Solid Temporary Traffic Stripe | |
| 701G142 | 500 | LF | Broken White Cl W Ty A Traf Str 5" W | |
| 701G154 | 1134 | LF | Solid Yellow Cl W Ty A Traf Str 5" W | |
| 703A002 | 1349 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703B002 | 135 | SQFT | Traffic Control Legends, Class 2, Type A | |
| 705A031 | 219 | EACH | Pavement Markers, Class A-H, Type 1-A | |
| 705A037 | 1043 | EACH | Pavement Markers, Class A-H, Type 2-D | |
| 740B000 | 623 | SQFT | Construction Signs | |
| 740D000 | 100 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740M001 | 50 | EACH | Ballast For Cone | |
| 741C010 | 2 | EACH | Port Seq Arrow & Chevron Sign Unit |