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Last Updated | 01/24/2019 04:28 AM |
Project Title | 2019 Plant Mix |
Physical Address | View project details and contacts |
City, State (County) | VA (Giles County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $2,411,000 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 0010 10417 Tack Coat Gal 13,953.520 310 0020 13280 Guardrail Gr-Mgs1 Lf 325.000 505 0030 13286 Guardrail Terminal Grmgs2 Ea 2.000 505 0040 13288 Guardrail Height Transition Gr-Mgs4 Ea 2.000 505 0050 13372 Sp. Des. Gr.Br.Attach Brgr Br-Gr-17e Ea 2.000 Attd 0060 13401 Guardrail Hand Dig Post Hole Ea 40.000 Attd 0070 13401 Guardrail Mgs2 End Terminal Site Preparation, 6' Moderate Ea 1.000 Attd 0080 13401 Guardrail Post Leaveout Ea 15.000 Attd 0090 13401 Guardrail Terminal Site Preparation, Minor Ea 1.000 Attd 0100 16242 Aggr. Base Matl. Ty. i Or Ii No. 21a Or 21b Ton 465.920 Attd 0110 16325 Asphalt Concrete Base Course Type Bm-25.0d+0.4 Ton 2,156.540 Attd 0120 16340 Asphalt Conc. Ty. Sm-9.5d Ton 9,681.340 315 0130 16370 Asphalt Conc. Ty. Im-19.0d Ton 4,323.550 315 0140 16515 Flexible Pave. Planing 6" Deep Milling Sy 5,280.000 515 0150 16515 Flexible Pave. Planing 8" Deep Milling Sy 938.670 515 0160 16516 Flexible Pave. Tie-In Planing 0" - 2" Sy 1,713.060 515 0170 16522 Flexible Pavement Planing 0" - 2" Sy 75,621.720 515 0180 16523 Flexible Pavement Planing Above 2" - 4" Sy 12,009.060 515 0190 24265 Maintenance Of Traffic Pm2e Lump Sum Lump 512 Attd 0200 24282 Flagger Service Hr 980.000 512 0210 24600 Remove Existing Guardrail Lf 325.000 505 0220 54032 Type b Class i Pvmt Line Mrkg 4" Lf 67,754.000 704 0230 54034 Type b Class i Pvmt Line Mrkg 6" Lf 34,251.000 704 0240 54048 Type b Class Ii Pave. Line Lf 109.000 704 0250 54106eradicate Exist. Nonlinear Pvmt Mrkg Sf 120.000 512 0260 54217 Snow Plow. Raised Pave. Marker Asph.Conc Ea 205.000 704 0270 54428 Temp. Pvmt Mrkg, Ty. a, 4" Lf 203,734.000 512 0280 54430 Temp. Pvmt Mrkg, Ty. a, 6" Lf 21,331.000 512 0290 54530 Temp Pvmt Mrkg Mess. (Stop Bar 12") Lf 109.000 512 0300 54575 Pvmt Symb Mrkg Sgl Turn Arrow Ty b, Cl Ii Ea 2.000 704 0310 00306 Select Material Shoulder Maintenance Material Ton 1.000 Attd | ||||||
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Project Documents |
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