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Pay EAT1ufe AA <br />CITY Projwt 85-1 <br />Page To of Three <br />N & S ASPHALT COMPANY <br />TtA CONTRACT UNIT <br />MID, D!SCA I PT ION UNIT QUANTITY PRICE <br />THIS PERIOD <br />OUANTItY TOTAL PRICE <br />TOTAL TO DATE <br />GjAxTITY ITOTAL PRICE <br />14. 2341,506 WEARING COURSE NIX, TON <br />2,600 <br />11.15 <br />373.70 <br />4,590.98 <br />2, 223. SO <br />26,126.13 <br />13. 2357.502 BIT'OiNM NA7ERLAl <br />FOR TACK COAT GAL. <br />2,110 <br />I.10I <br />900 <br />990.00 <br />900 <br />990.00 <br />16. 2505.541 12' A' PIPE SEWER <br />CLASS Y L.F. <br />160 <br />22,DO <br />0 <br />O.00 <br />160 <br />I <br />3,520.00 <br />17. 2505.'N1 IV RC PIPE SEWER <br />CLASS Y L.P. <br />60 <br />25.M <br />0 <br />0.00 <br />56 <br />900.00 <br />18. 2503.541 21' RC PIPE SEWER <br />CLASS Y L.P. <br />250 <br />30.00 <br />0 <br />0.00 <br />268 <br />8.040.00 <br />19. 2503.541 30' RC PIPE SEWER <br />CLASS Y L.F. <br />ISO <br />55.00 <br />0 <br />0.00 <br />191 <br />101505.DO <br />20. 2503.541 42• RC PIPE SEWER <br />CLASS v L.F. <br />12 <br />90.00 <br />0 <br />0.DC <br />II <br />990.00 <br />!I. 7506." CONSTRUCT CATCH <br />BASINS, DESIGN X EACH <br />3 <br />660.00 <br />0 <br />0.00 <br />1 <br />660.00 <br />'2. 2506.509 CONSTRUCT CATCH <br />BASINS, DESIGN Y EACH <br />2 <br />750.00 <br />0 <br />0.00 <br />2 <br />11500.00 <br />3, 2506,509 CONSTRUCT CATCH <br />BASINS, DESIGN 1 EACH <br />2 <br />21f00.00 <br />0 <br />0.DO <br />2 <br />4.600.DU <br />A. 0".602 RELOCATE CATCH EACH <br />2 <br />750.00 <br />0 <br />0.00 <br />2 <br />,5OO.D0 <br />BASIN <br />S. 2506.',16 CASTIWC. ASSEMBLIES EACH <br />10 <br />180.00 <br />U <br />0,00 <br />10 <br />1100U.00 <br />6. 2506.522 ADJJST FRAME AND <br />RING CASTING EACH <br />23 <br />$5.00 <br />0 <br />C.00 <br />22 <br />1,870.D0 <br />7, 0504,602 ADJUST WATER <br />YAL'TE BOX rACH <br />12 <br />60.70 <br />0 <br />0.00 <br />2 <br />120.00 <br />3. 2521-4,1 A' CONCRETE WALK F.F. <br />I4,800 <br />1.21 <br />0 <br />0.00 <br />10,916 <br />13,645.00 <br />i. 2521.501 6' CONCRETE WALK. S.F. <br />4,430 <br />1.65 <br />0 <br />3.00 <br />2,616 <br />4,319.70 <br />), 2531.501 CONCRETE CURB AND <br />GUTTER DESIGN <br />8-616 L.F. <br />6,200 <br />4.50 <br />0 <br />0.00 <br />5,621 <br />15, 291.50 <br />PAGE SUBTOTAL 3 5, 580.98 $ 106. MO.11 <br />