Similar Projects
Last Updated | 03/27/2021 02:30 AM |
Project Title | On-Call Guardrail Repair and New Guardrail Installation |
Physical Address | View project details and contacts |
City, State (County) | (Fayette, Lauderdale, Shelby, Tipton Counties) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Highway Signs/Guardrails/Barriers |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The On-Call Guardrail Repair and New Guardrail Installation on Various Interstate and State Routes. 705-01.01 Guardrail At Bridge Ends 120.000 l.f. 705-01.02 Guardrail At Bridge Piers 10.000 l.f. 705-01.04 Metal Beam Guard Fence 150.000 l.f. 705-02.01 Single Guardrail, With Rub-Rail (Type 2) 75.000 l.f. 705-02.02 Single Guardrail (Type 2) 3,600.000 l.f. 705-02.10 Guardrail Transition 27in To 31in 200.000 Each 705-02.20 Single Guardrail (Type 2) Long Post (6 Ft-9 Ft) 1,000.000 l.f. 705-02.25 Single Guardrail (Type 2) Long Post (9 Ft-12 Ft) 1,000.000 l.f. 705-03.01 Median Divider Guardrail, With Rub-Rail (Type 2) 13.000 l.f. 705-03.02 Median Divider Guardrail (Type 2) 100.000 l.f. 705-03.03 Median Divider Guardrail (Type 2) (27" Mt Ht) 25.000 l.f. 705-03.04 Median Divider Guardrail At Concrete Barrier 25.000 l.f. 705-04.02 Guardrail Terminal (Type 12) 2.000 Each 705-04.03 Guardrail Terminal (Type 13) 6.000 Each 705-04.05 Guardrail Terminal (Type-In-Line) 5.000 Each 705-04.11 Stone For Guardrail End Terminal Pad 1,400.000 Ton 705-04.24 Guardrail End Terminal Delineation Sheeting 200.000 s.f. 705-04.29 c-a-t Crash Cushion Attenuating Terminal 2.000 Each 705-06.01 w Beam Gr (Type 2) Mash Tl-3 6,500.000 l.f. 705-06.09 Weak-Post Guardrail Attachment To Culvert(Mash Tl-3)(Type _) (Mash Tl-3) 100.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 15.000 Each 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 5.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 250.000 Each 705-06.25 Thrie Beam Bridge Transition Mash Tl-3 5.000 Each 705-06.26 Thrie Beam Bridge Transition Mash Tl-2 3.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 5.000 Each 705-10.30 Guardrail Attachment To Slope Face Endpost 30.000 l.f. 705-10.31 Guardrail Attachment To Vertical Face Endpost 9.000 l.f. 705-10.32 Guardrail Attachment To Existing Bridge Pier Protection 2.000 Each 706-01 Guardrail Removed 1,000.000 l.f. 706-02.21 Reset Single Guardrail (Type 2) 100.000 l.f. 706-03.01 Posts Furnished 11.000 Each 706-06.01 Single Thrie Rail (Type 2) 25.000 l.f. 706-06.02 Median Divider Thrie Rail (Type 2) 25.000 l.f. 706-06.03 Radius Rail 175.000 l.f. 706-06.05 Radius Rail Long Post (6-9 Ft) 38.000 l.f. 706-06.06 Radius Rail Long Post (9-12 Ft) 38.000 l.f. 706-10.26 Rounded End Element 12.000 Each 706-10.54 Re-Align Guardrail 1,050.000 l.f. 706-10.71 Hazard Markers 7.000 Each 706-10.72 Pull And Reinstall Guardarail Post For Verification 3.000 Each 706-10.74 Concrete Barrier Wall Repair 10.000 c.y. 706-10.80 Michigan And Modified Michigan End Shoe 3.000 Each 706-10.81 Guardrail Reflectors 30.000 Each 706-10.82 Concrete Bridge End Or Pier Protection Repair 2.000 c.y. 706-10.83 Drill Br. Par. Wall For Michigan End Shoe 2.000 Each 712-01.02 Lane Closure 300.000 Each 712-08.20 Truck Mounted Attenuator w/Mssage Board 100.000 Day 717-01 Mobilization (1) Ls 717-01.04 Mobilization (Description) (Emergency Callout) 25.000 Each |
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