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REMOVING CONCRETE ADJUST MANHOLE DRIVEWAYS <br /> Location Quantity FRAMES AND COVERSType Quantit <br /> Sta. 31+20 (Rt.) Location Quantit No. Area <br /> Sta. 32+10 (Rt.) Lump Sum Sta. 41+69 10'3 (RT) 1 Each D 24 586 S.Y. <br /> j Sta. 34+42 (Lt.) Sta. 46+52 12'3 (RT) 1 Each E 28 860 S.Y. <br /> Sto. 51+32 12'3 (RT) 1 Each S p37}¢,,A,3 D1Zf✓E7A ,-f. 7 27 5-7. <br /> CLEANING EXISTING DRAINAGE FACILITIES Sta. 56+28 12'3 (RT) 1 Each <br /> Sta. 57+88 12'3 (RT) 1 Each <br /> Location Quantity Sta. 66+32 12'3 (RT) 1 Each ASPHALT CONCRETE (TYPE B) <br /> Sta. 29+42 Sto. 68+05 12'3 (RT) 1 Each <br /> Sta. 30+48 Lump Sum Sto. 71+67 13'3 (RT) 1 Each Location Quantity <br /> Total 8 Each Mainline 2,371 Tons <br /> PAVEMENT REPAIR ntersecUun 44 Tons <br /> Driveways 214 Tons <br /> 19 LOCATIONS 508 S.Y. Pavement Repair 220 Tons <br /> EARTHWORK (Miscellaneous Areas) Paved Shoulder (Lt. Side) 268 Tons <br /> Roadway Widening 146 Tons <br /> H PLANING ASPHALT Locution Quantity Total 3,263 Tons <br /> Sta. 30+12 to Sta. 49+92 Lt. 19.8 Stations <br /> x CONCRETE PAVEMENT Sto. 50+59 to Sta. 57+55 Lt. 7.0 Stations <br /> n m Location Quantity Sto. 58+23 to Sto. 64+59 Lt. 6.4 Stations <br /> Sta. 64+72 to Sta. 67+53 Lt. 2.8 Stations <br /> PAVEMENT REINFORCING FABRIC <br /> Sta. 18+00 to Sto. 18+25 61 S.Y. Total 36.0 Stations ILocation <br /> Quantity <br /> >: i Sta. 29+35 to Sta. 29+60 58 S.Y. Y <br /> = m <br /> o$ Sta. 30+50 to Sta. 30+75 58 S.Y. Sta. 18+50 to Sta. 29+35 2,532 S.Y. <br /> R Sto. 49+42 to Sta. 49+92 117 S.Y. <br /> o Sta. 50+59 to Sta. 51+09 117 S.Y. EARTHWORK (Roadway Widening) Sta. 30+75 to Sta. 49+42 5'186 S.Y. <br /> ` = Sta. 73+50 to Sta. 74+00 156 S.Y. Sta. 51+09 to Sta. 74+00 5,947 S.Y. <br /> Loomis Avenue 81 S.Y. Location Quantity <br /> Eleventh Street 93 S.Y. Sta. 30+50 to Sta. 49+82. Rt. 19.3 Stations Total 13,665 S.Y. <br /> Total 741 S.Y. Sta. 50+69 to Sta. 64+59 Rt. 13.9 Stations <br /> Sta. 64+72 to Sta. 70+97 Rt. 6.3 Stations <br /> ADJUST SURVEY MONUMENT Total 39.5 Stations 110 OM, CORRUGATED STEEL PIPE (0.079' Thick <br /> • N <br /> FRAME AND COVER Location Quantity — <br /> FLocation Quantity SHOULDER BACKING Sto. 29+42 (Lt.) 4 L.F. <br /> n Sta. 57+83 Sta. 29+42 (Rt.)Sfia 37r92.�LtJ- 2ocv. 4 L.F. <br /> 1 Each dation Quantity Sta. 30+48 (Lt.)-5fa.43t44 (fit) = 70L.F 4 L.F. <br /> ss� = Sto. 57403 (45' 3 Lt.) 1 Eoch <br /> Sta. 31+35 (18'3 Lt.) 20 L.F. <br /> o St <br /> Total 2 Each a. 18+00 to Sta. 74+00 1567 Tons Total X32 L.F. <br /> MCK .. <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES (1,100'3 S/0 Corpents qowlJ j" No. <br /> S b1' 6 <br /> DRAWN BY DATE ,p PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL RE NDED DATE <br /> 4hzla // TMvi li�/J✓•, r701 i - r ._..__.. _ may: <br />