COUNTY: TUSCALOOSA
WORKING DAYS: 30
MBE/DBE CONTRACT OBLIGATION: 3 %
for constructing the Planing, Resurfacing, Guardrail Installation, and Traffic Stripe on Crescent Ridge Road (CR-45) from Alabama Avenue NE to Valley Hills Drive in Tuscaloosa. Length 1.855 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: $761,887 TO $931,195
| ITEM CODE | QUANTITY | UNIT | ITEM DESCRIPTION | |
|---|---|---|---|---|
| 405A000 | 3200 | GAL | Tack Coat | |
| 407B000 | 6 | MILE | Joint Sealant For Hot Mix Asphalt Pave | |
| 408A052 | 52299 | SQYD | Plane Pvmt Appr 1.10" - 2.0" | |
| 408A056 | 256 | SQYD | Plane Pvmt Appr 5.10" - 6.0" | |
| 424A336 | 2555 | TON | Superpave Wrg Surf 3/8" ESAL A/B | |
| 424A347 | 500 | TON | Superpave Wrg Surf Lev 3/4" ESAL A/B | |
| 424B635 | 4622 | TON | Superpave Upr Bndr Lay 3/4" Esal A/B | |
| 424B639 | 86 | TON | Superpave Upr Bndr Pat 3/4" Esal A/B | |
| 430B043 | 50 | TON | Agg Surf (1" Down, Crusher Run) | |
| 600A000 | 1 | LS | Mobilization | |
| 630A001 | 72 | LF | Steel Beam Guardrail, Cl A, Ty 2 | |
| 630C001 | 1 | EACH | Guardrail End Anchor, Type 8 | |
| 630C003 | 1 | EACH | Guardrail End Anchor, Type 13 | |
| 630C050 | 2 | EACH | Guardrail End Anchor, Type 20 Series | |
| 698A000 | 1 | LS | Construction Fuel (Maximum Bid Limited 39,000.00) | |
| 701A231 | 1 | MILE | Solid White Cl 2 Ty A Traf Str | |
| 701A235 | 4 | MILE | Solid Yellow Cl 2 Ty A Traf Str | |
| 701A240 | 4 | MILE | Broken White Cl 2 Ty A Traf Str | |
| 701B062 | 805 | LF | Dotted Cl 2 Ty A Traf Str LD 8" W | |
| 701B205 | 160 | LF | Dotted Cl 2 Ty A Traf Str | |
| 701C000 | 4 | MILE | Broken Temporary Traffic Stripe | |
| 701C001 | 5 | MILE | Solid Temporary Traffic Stripe | |
| 701G144 | 331 | LF | Soild White Cl W Ty A Traf Str | |
| 701G152 | 331 | LF | Solid Yellow Cl W Ty A Traf Str | |
| 703A002 | 1785 | SQFT | Traffic Control Marking, Class 2, Type A | |
| 703B002 | 624 | SQFT | Traffic Control Legends, Class 2, Type A | |
| 703D001 | 1855 | SQFT | Temporary Traffic Control Markings | |
| 703E001 | 624 | SQFT | Temporary Traffic Control Legends | |
| 705A005 | 224 | EACH | Pavement Markers, Class A, Type 2-D | |
| 705A030 | 23 | EACH | Pavement Markers, Class A-H, Type 2-C | |
| 705A031 | 229 | EACH | Pavement Markers, Class A-H, Type 1-A | |
| 705A032 | 130 | EACH | Pavement Markers, Class A-H, Type 1-B | |
| 705A038 | 67 | EACH | Pavement Markers, Class A-H, Type 2-E | |
| 710A115 | 25 | SQFT | Cl 4 Alum Sign 0.08"/St 14 Ga Ty III/ IV | |
| 710A126 | 49 | SQFT | Cl 8 Alum Sign 0.08"/St 14 Ga Ty IX Bg | |
| 710B001 | 130 | LF | Roadway Sign Post (#3 "U" Channel) | |
| 720A020 | 1 | EACH | Vehicular Impact Atten Ass Uni Dir TL-2 | |
| 730Y000 | 1 | LS | Furnishing And Installing Pedestal Pole | |
| 730Y001 | 1 | LS | Furnishing And Insatlling Pedestal Pole | |
| 740B000 | 605 | SQFT | Construction Signs | |
| 740D000 | 100 | EACH | Channelizing Drums | |
| 740E000 | 50 | EACH | Cones (36" High) | |
| 740M001 | 50 | EACH | Ballast For Cone | |
| 741C010 | 1 | EACH | Port Seq Arrow & Chevron Sign Unit |