Pavement Restoration

0010 10417 Tack Coat Gal 17,370.000 310 0020 11071 Saw-Cut Hyd.Cem.Con.Pav Jointed Concrete Pavement-2" Lf 420.000 Attd 0030 16360 Asphalt Conc. Ty. Sm- 12.5e Ton 10,883.870 315 0040 16366 Asph. Conc. Ty. Bm- 25.0d+0.4 Ton 116.160 315 0050 16371 Asphalt Conc. Ty. Im-19.0e Ton 69.700 315 0060 16378 Thin Hot Mix Asphalt Concrete Ton 3,186.120 315 0070 16403 Stone Matrix Asphalt Sma-12.5 64e-22 Ton 6,786.490 317, 315 0080 16412 Asph. Conc. Ty. Im- 19.0e (Patch) Ton 873.500 Attd 0090 16515 Flexible Pave. Planing 0- 2" (Patch) Sy 3,699.000 Attd 0100 16515 Flexible Pave. Planing 8" Sy 422.400 Attd 0110 16515 Flexible Pave. Planing Micro Milling Less Than Or Equal To 1" Thickness Sy 74,946.670 Attd 0120 16516 Flexible Pave. Tie-In Planing 0" - 2" Sy 20.000 515 0130 16522 Flexible Pavement Planing 0" - 2" Sy 159,721.920 515 0140 16532 Rigid Pavement Tie-In Planing 0" - 2" Sy 238.190 515 0150 24265 Maintenance Of Traffic Mot Lump Sum Lump Sum 512 0160 54042 Type b Class i Pave. Line Marking 24" Lf 438.000 704 0170 54076 Type b Class Vi Pvmt Line Mrkg 6" Lf 126,835.000 704 0180 54077 Type b Class Vi Pvmt Line Mrkg 8" Lf 3,779.000 704 0190 54078 Type b Class Vi Pvmt Line Mrkg 12" Lf 10,181.000 704 0200 54080 Type b Class Vi Contrast Pvmt Mrkg 6" Lf 13,167.400 704 0210 54105 Eradicate Exist. Linear Pvmt Marking Lf 13,167.400 512 0220 54219 Inlaid Pavement Marker Asphalt Ea 1,288.000 Attd 0230 54430 Temp. Pvmt Mrkg, Ty. a, 6" Lf 79,372.000 512 0240 54589 Pvmt Symb Mrkg Lane Reduction Arrow Ty b, Cl i Ea 2.000 704 Section: 0001 Total:

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.