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y APPLICATION FOR PAYMENT - Continued <br /> CONTRACT OUANTITY SIT <br /> DESCRIPTION * UNIT QUANTITY TO GATE PRICE TOTAL <br /> 2104. 501 REMOVE PIPE <br /> SEWERS L.F. 40 40 510.00 S 400.00 <br /> 2104.503 REMOVE CONCRETE <br /> SIDEWALK S.F.. 500 625 1.20 S 750.00 <br /> 2104. 505 REMOVE CONCRETE <br /> PAVEMENT S.Y. 7, 500 7321 6.00 S 43, 926.00 <br /> - - _2104-.-509-REMOVE-CATCH-- - - --- — - - --- - -- <br /> BASIN EACH 2 2 85.00 S 170.00 <br /> 2105.501 COMMON EXCAVATION <br /> ( P) C.Y. 9, 300 9300 3.70 S 34, 410.00 <br /> 2105. 522 SELECT GRANULAR <br /> BORROW' (C.V. ) C.Y. 9, 600 9600 4.80 S 46, 080.00 <br /> 2105.525 TOPSOIL BORROW <br /> (L.V. ) C.Y. 300 307 8.00 S 2, 456.00 <br /> 2331.504 BITUMINOUS MATERIAL <br /> FOR MIXTURE TON 95 84.27 145.00 S 12, 219. 15 <br /> 2331.514 BASE COURSE <br /> MIXTURE TON 1,250 1262. 10 12.35 S 15, 586.94 <br /> 2341.504 BITUMINOUS MATERIAL <br /> FOR MIXTURE TON 5® 47.36 14.5.00 S 6, 867.20 <br /> 2341.508 WEARING COURSE <br /> MIXTURE TON 830 861.07 17.00 S 14, 638. 1° <br /> 2341 . 510 BINDER COURSE <br /> MIXTURE TON 830 610.71 18.80 S 11, 481.35 <br /> 2357. 502 BITUMINOUS MATERIAL <br /> FOR TACK COAT GAL. 750 700 1 .30 S 910.00 <br /> 2502 . 541 4" PERF. PVC <br /> PIPE DRAIN L. F. 3, 650 3650 4. 50 S 16, 425.00 <br /> Page 2 of 4 <br />