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PAVEMENT REPAIR ASPHALT CONCRETE (TYPE B) METAL BEAM GUARD RAIL <br /> 20 LOCATIONS 456 S.Y. Location Location <br /> Quantity Quantity <br /> Mainline 4,565 Tons Sta. 79+74 to Sta. 79+82 (Lt.) 12.5 L.F. <br /> PLANING ASPHALT Intersection 201 Tons Sta. 79+74 to Sta. 79+82 (Rt.) 12.5 L.F. <br /> Driveways 363 Tons Sta. 80+95 to Sta. 81+03 (Lt.) 12.5 L.F. <br /> CONCRETE PAVEMENT <br /> Pavement Repair 198 Tons Sta. 80+95 to Sta. 81+03 (Rt-) 12.5 L.F. <br /> Location Quantity Misc. Areas 56 Tons Sta. 153+62 to Sta. 153+75 (Lt.) 12.5 L.F. <br /> Sta. 67+54 to Stu. 67+64 324 S.Y. Total 5,383 Tons Sta. 154+49 to Sta. 154+74 (Lt.) 25.0 L.F. <br /> Vernalis Road 59 S.Y. Sta. 154+64 to Sta. 154+77 (Rt.) 12.5 L.F. <br /> Sta. 79+09 to Sta. 79+84 175 S.Y. Sta. 155+52 to Sta. 155+65 (Rt.) 12.5 L.F. <br /> Sta. 60+92 to Sta. 61 +67 175 S.Y. <br /> Swale at N/E Cor. of Durham Ferry Rd. 560 S.Y. ASPHALT CONCRETE (TYPE A) LEVELING Total 112.5 LF. <br /> Sta. 178+50 to Stu. 179+00 122 S.Y. Location Quantity <br /> Total 1,415 S.Y. THRIE BEAM BARRIER <br /> Sta. 71+75 to 78+84 386 Tons <br /> ADJUST SURVEY MONUMENT Location Quantity <br /> FRAME AND COVER Sta. 79+82 to Stu. 80+95 (Lt.) 112.5 L.F. <br /> PAVEMENT REINFORCING FABRIC Sta. 79+82 to Sta. 80+95 (Rt.) 112.5 L.F. <br /> m T <br /> Location Quantity Stu. 153+75 to Sto. 154+49 (Lt.) 75.0 L.F. <br /> z Sta. 173+89 1 Each Location Quantity Sta. 154+77 to Sta. 155+52 (Rt.) 75.0 L.F. <br /> m Sta. 67+64 to Sta. 79+09 2,544 S.Y. <br /> Total 375.0 LF. <br /> CLASS 2 AGGREGATE BASE Sta. 81+67 to Sta.178+50 062 S.Y.(Shoulder Backing) Total 24, TERMINAL SECTION TYPE A <br /> Location Quantity <br /> Location Quantity <br /> Sta. 67+54 to Sta. 179+00 3,700 Tons PLACE SURVEY MONUMENT Sta. 79+74 (Lt.) 1 Each <br /> Sta. 79+74 (Rt.) 1 Each <br /> "d FRAME AND COVER sta. 81+03 (LO r.o . F , 1 ro4W, 4 FIN <br /> P DRIVEWAYS Location Quantity Sta. 81+03 (Rt.) 1 Each <br /> Quantity ac <br /> Sta. 68+40 1 Each Sta. 153+62 (Lt.) _ 1 Each----- - <br /> {� <br /> Type NO. Area Sta. 94+70 1 Each Sta. 154+64 (R{.) <br /> l -11t7/ <br /> z Sta. 121+09 1 Each Sta. 154+74 (Lt.) 1 ,...kL e, fy <br /> T D 37 1,189 S.Y. Sta. 147+49 1 Each Sta. 155+65 (Rt.) 1 Each. .. <br /> `"z S.Y.E 22 1,103 YTotal 4 Each Total 8 Each <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALESUMMARY OF QUANTITIES BIRD ROAD RESURFACING Sheet No. <br /> (State Route 132 to 500'± N/0 Durham Ferry Road) 9 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHE KED DATE SUB ITTED 'DATE APPROVA RECOMMENDED DATE <br />