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REMOVE CONCRETE (PORTION) PLANING ASPHALT ASPHALT CONCRETE <br /> CONCRETE PAVEMENT TYPE A <br /> Location Quantity Location quantity Looaruon <br /> mow— <br /> ) <br /> Ste. 13+65 (Rt.) L.S. Beg. Project 40 S.Y. Mainline 5,725 Tons <br /> Ste. 35+00 (Lt. > Ste. 53+38 to 53+63 78 S.Y. Begining of Project (Trans.) 16 Tons <br /> Ste. 57+08 to 57+33 78 S.Y. Bridge Approoches(4) 72 Tons <br /> Ste. 67+50 to 69+80 75 S.Y. Leveling Course 71 Tons <br /> Ste. 93+65 to 93+80 47 S.Y. End of Project (Trans.) 18 Tons <br /> Ste. 94+86 to 95+01 47 S.Y. Pavement Repair 250 Tons <br /> ADJUST MAINTENANCE HOLE Ste. 113+95 to 119+00 336 S.Y. <br /> FRAME AND COVER Ste. 119+60 to 122+72 271 S.Y. Total 6062 Tone <br /> Embankment Area 667 S.Y. <br /> Location Quantity Intersections 218 S.Y. <br /> End of Project 47 S.Y. ASPHALT CONCRETE <br /> Ste. 122+903 1 Each Total 1,904 S.Y. PE B <br /> Loo <br /> EARTHWORK (MISC. AREAS) Intersectionsdio21 <br /> 6 Tons <br /> ADJUST StOW- DRAINAGE INLET Driveways (Type D) 24 Tons <br /> FRAME AND COVER Quantity Driveways (Type E) 207 Tons <br /> Ste. 96+60 to 100+60 (Lt.) 4.0 Ste. A.C. Dike 30 Tons <br /> Location Quantity Ste. 108+50 to 111+50 (Lt.) 3.0 Ste. A.C. Misc. Areas 10 Tons <br /> Ste. 123+453 (Rt.) 1 Each Ste. 117+25 to 119+25 (Lt.) 2.0 Ste. Total 467 Tom <br /> Ste. 123+453 (Lt.) 1 Each Total 9.0 Sta. <br /> m ASI F T CONCRETE (MISC. AREAS) <br /> 0 CLASS 2 Location Quantity <br /> PAVEMENT REPAIR AGGREGATE BASE Ste. 101+323 (Rt.) A.0 Downdrain 4.5 S.Y. <br /> Ste. 119+113 (Rt.) H. Ramp 2.4 S.Y. <br /> Location Quantity LooOtion Ste. 119+513 Rt. H. Romp 2.4 S.Y. <br /> Ste. 6+00 to Ste. 53+53 1620 Tons Ste. 123+003 Rt. H. Romp 2.4 S.Y. <br /> 0 27 Saes Troughout Project 671 S.Y Ste. 62+95 to Stu. 93+75 1226 Tons Ste. 123+353 Rl. S.D.I. 16.0 S.Y. <br /> Ste. 94+86 to Ste. 101+00 92 Tons <br /> f Ste. 123+353 (Lt.) S.D.I. 16.0 S.Y. <br /> z Ste. 108+52 to Ste. 113+95 266 Tons C.M.P. New Downtlrains (5) 8.3 S.Y. <br /> REMOVE A.C. DIKE Total 3,204 Tone Total a2.0 S.Y. <br /> Looatimon Quantity PAVEMENT REINFORCING FABRIC <br /> zo Sta. 57+80 to 62+95 (Rt.) 467 L.F. DRNEWAYS <br /> Ste. 57+80 to 63+35 (Lt.) 527 L.F. Quantity L000ldon QUM* <br /> Ste. 93+55 to 93+75 (Lt.) 20 L.F. Type Mp Ste. 6+50 to 30+00 5,744 S.Y. <br /> A Sto. 100+61 to 100+81 (Rt.) 20 L.F. D 1 1 1 114 S.Y. Ste. 30+00 to 125+10 25,360 S.Y. <br /> Total 1,064 LF. E 24 1,812 S.Y. Total 31,104 S.Y. <br /> 0 <br /> z <br /> EELLIOTT ROAD RESURFACING Sheet No. <br /> m COUNTY OF SAN JOAQUIN NO SCN.E SUMMARY OF QUANTITIES <br /> (P~ Road to State Rout Highway W) 14 of 15 <br /> DRAM BY PATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP= E OMNENDED DATE <br />