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22 <br />2501602 <br />0066686 WI iRPSN0550 FOR I2'HOPE SiOIVM 14019 <br />EACH <br />L00 <br />5)0.25 <br />0.00 <br />50.00" <br />1.00 <br />5510.25 <br />2) <br />250]511 <br />1T'R0 PIPE SEWER DUES. 3005. CLV <br />LF <br />90.00 <br />27.05 <br />10500 <br />544JOd5 <br />15500 <br />34,430.75 <br />24 <br />2503541 <br />12' DUAL WALL HOPE STORM SEWER <br />LF <br />40.00 <br />08.50 <br />7.00 <br />512902 <br />143.00 <br />52,65400 <br />25 <br />2503541 <br />18'RC PIPE BEWEft 0000550. CL111 <br />LK <br />16000 <br />RS i2 <br />0.05 <br />30.00 <br />160.00 <br />54.115.20 <br />26 <br />2503541 <br />24' RC PIPE SEWER DES 3006 CL 10 <br />1.6 <br />LF <br />39200 <br />150.00 <br />3008 <br />46.53 <br />0.00 <br />0.00 <br />5000, <br />5000 <br />39200 <br />15000 <br />51179106 <br />56.97950 <br />22 <br />2503541 <br />39100 PIPE 5E76E0 DES 3006 01 III <br />28 <br />2503.591 <br />36" SPAN RC PIPE ARCH SEWER CL AP <br />LF <br />26500 <br />63.82 <br />0.00 <br />50.00 <br />263.00 <br />516.28466 <br />29 <br />2503602 <br />CONNECT TO EXISTING STORM SEWER <br />EACH <br />300 <br />531.91 <br />55319) <br />2.00 <br />51,06]86 <br />JO <br />1503603 <br />001064801108001511100510014 STRUCTURE <br />EACH <br />27/ <br />460.91 <br />000 <br />SD 00 <br />200 <br />51.32982 <br />31 <br />2504.603 <br />502U50 VALVE 00% <br />EACH <br />14.00 <br />04,80 <br />].00 <br />559]00 <br />]00 <br />559360 <br />32 <br />2500.602 <br />'WPTERAIAIN PITTING" 8051 REPLA0850004i <br />EACH <br />1.00 <br />10528 <br />000 <br />5000 <br />006 <br />5000 <br />33 <br />2604.602 <br />OFFSETWATEW.9AIN <br />EACH <br />200 <br />30]895 <br />000 <br />$0.00 <br />51.540.00 <br />2.00 <br />06.152,90 <br />21 <br />2504604 <br />WATER69NN 1145016,01064 <br />5F <br />0800 <br />700 <br />200.00 <br />20000 <br />51.560.00 <br />355 <br />5504502 <br />CONGY DRAINAGE STRUCTURE DESIGN SPECIAL 24 'X336" <br />EACH <br />0.00 <br />1.300.16 <br />000 <br />5000 <br />4AD <br />55.32064 <br />36 <br />2506.502 <br />OON51 DRAINAGE STRUCTURE OE516N 48 .4020 <br />EACH <br />4.00 <br />1601,50 <br />000 <br />5000 <br />400 <br />$6.40600 <br />37 <br />2506.502 <br />CONS) DRAINAGE STRUCTURE DESIGN 004520 <br />EACH <br />200 <br />252413 <br />0.00 <br />5000 <br />300 <br />5504026 <br />38 <br />2506.502 <br />CON5T DRAINAGE STRUCTURE DESIGN 108.4020 <br />EACH <br />100 <br />003900 <br />0.00 <br />5005 <br />1.00 <br />5003900 <br />19 <br />2500532 <br />ADJUST FRAME AND RING CASTING <br />EACH <br />IS OD <br />55151 <br />14.00 <br />57.763,14 <br />14.00 <br />07753.19 <br />40 <br />2511.502 <br />RANDOM 07P RAP GLASS IV <br />GY <br />6,00 <br />66.11 <br />0.05 <br />00.00 <br />6.00 <br />0096.66 <br />41 <br />2531501 <br />CONCRETE CURB S GUT TER 06514048618 <br />LF <br />3.49000 <br />060 <br />3085,00 <br />528.50900 <br />3115.50 <br />528,50500 <br />42 <br />25]1.502 <br />CONCRETE DRIVEWAY PAVEMENT ST" 1041000 <br />SY <br />SY <br />SY <br />15200 <br />5005 <br />21,00 <br />44.50 <br />6500 <br />3000 <br />12080 <br />80.25 <br />005 <br />35,37540 <br />5144125 <br />$0.00 <br />12080 <br />8075 <br />0.05 <br />5537560 <br />51440.25 <br />5005 <br />43 <br />2531604 <br />CONOREYE 7A10,E04 GUTTER 48" THICK1 <br />94 <br />2631604 <br />CONCRETE PEDESTRIAN RAMP (6' THICK} <br />45 <br />2531618 <br />TRUNCATED 0014E0 <br />SF <br />000 <br />33000 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />45 <br />256)601 <br />TRAFFIC CONTROL <br />55 <br />EACH <br />500 <br />4.00 <br />3,00005 <br />00000 <br />100 <br />000 <br />53605.00 <br />5000 <br />0.00 <br />000 <br />5160000 <br />40.00 <br />42 <br />2540.602 <br />01457A0,5 SALVAGED 8010A50 <br />00 <br />2573502 <br />SILT FENCE, TYPE MACHINE SLICED <br />LF <br />1.64300 <br />200 <br />60.00 <br />5114.05 <br />5240.00 <br />5249800 <br />99 <br />2523.530 <br />SEDIMENT REMOVAL SACNMOE <br />HOURS <br />500 <br />15060 <br />0.05 <br />50.50 <br />0.00 <br />00.05 <br />50 <br />2573.330 <br />INLET PROTECTION (7/1400) <br />EACH <br />04,05 <br />200.00 <br />1200 <br />53,360,00 <br />5168.00 <br />13.00 <br />1200 <br />530407/ <br />52,016.05 <br />51 <br />25'/3.530 <br />INLET PROTECTION (STRUCTURE WM CPSIING) <br />EACH <br />13.00 <br />16000 <br />1.00 <br />52 <br />25]3802 <br />NIEi SEDIMENT 08140VPt <br />EAGN <br />2].00 <br />12498 <br />005 <br />5000 <br />B.M <br />5240.26 <br />5] <br />2523607 <br />0005067600 ONA <br />CV <br />50.00 <br />307/ <br />0.03 <br />5000 <br />0.00 <br />20.00 <br />L4 <br />2575.004 <br />5EE0300 (TYPE 270) <br />504 <br />230000 <br />0.62 <br />005 <br />5000 <br />000 <br />50.00 <br />SCNEOU1E 20. SPRUC E STR OTAL 5162,416.5 5293,28085 <br />RIO SUMMARY <br />SCHEDULE 1.0 ' PINETREE PONDS - TOTAL <br />SCHEDULE 2.0 - SPRUCE STREET -TOTAL <br />TOTAL 01D SUMMARY THIS PERIOD <br />TOTAL RID SUMMARY TO DATE <br />THOS PERIOD <br />5364.59066 <br />5182.416.3S <br />5547,007.01 <br />TOTALTO OATF <br />0454,063.36 <br />5293,784.85 <br />5747,868.21 <br />AMOUNT EARNED <br />AMOUNT RETAINED <br />MATERIAL ON SITE <br />MATERIAL DEDUCT. <br />PREVIOUS PAYMENTS <br />AMOUNT DUE <br />TOTAL THIS PERIOD <br />5547.007,01 <br />$27,55035 <br />50.00 <br />50.00 <br />5510,65666 <br />TOTAL TO DATE <br />$747,668.21 <br />537.393.41 <br />50,00 <br />5000 <br />$190,810.14 <br />5519,856.66 <br />3 <br />