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I551M <br />NR <br />:::1 121ESCRtPAON <br />UNIT <br />:PRIGINALOONTRACT: <br />:Oly: UNITPRICE::: <br />T1IISPERIPD <br />O3:3":i :TOTALPRICE <br />.:11OTA4 SOPATE ':' <br />C -:IP ITOTACPRIdEI <br />55200.00 <br />000 <br />50.00 <br />0.00 <br />50.00 <br />2 <br />9 <br />23505011707657 WEAR COURSE MIXTURE <br />TON <br />TON <br />35.00 <br />50.00 <br />547.50 <br />54650 <br />0.00 <br />0.001 <br />5000 <br />50.00 <br />37.27 <br />45.12 <br />5177033 <br />5209808 <br />10 <br />2350.502 (TYPE SP NON WEARING COURSE MIXTURE (BINDER) <br />11 <br />2350502, TYPE 5P NON WEARING COURSE MIXTURE BASEL <br />. TON <br />60.00 <br />34650 <br />0.00 50.00 <br />55.00 52 557.50 <br />12 <br />250260214 -INCH PERF PE PIPE DRAIN <br />LF <br />230.00 <br />514.00 <br />0.00 80.00 <br />230.00 5322000 <br />13 <br />2531501 CONCRETE CURB 8 GUTTER DESIGN13518 <br />5 LF <br />23000 <br />513.50 <br />0.00 <br />5000 <br />226.00 53051.00 <br />14 <br />2563.601 TRAFFIC CONTROL <br />LS <br />1.00 <br />51 500.00 <br />0.00 <br />50.00 <br />1.001 51 500.00 <br />15 <br />2564.603 I4' SOLID WHITE UNE - EPDXY <br />IF <br />LF <br />23000 <br />18000 <br />50.33 <br />50.33 <br />0.00 <br />201.00 <br />5000 <br />56833 <br />0.00 50.00 <br />201.00 566.33 <br />16 <br />2564.603 14' SOLID YELLOW LINE - EPDXY <br />17 <br />2564.60314 "SKIP YELLOW LINE -EPDXY <br />LF <br />40.00 <br />, 50.33 <br />40.00 <br />50320 <br />40.00 513.20 <br />SCHEDULE 8,0 . LITTLE CANADA ROAD -TOTAL 57953 530,760.53 <br />SCMECU I E 9 0 -CITY HALL PARKING LOT <br />I <br />2021.501 <br />MOBILIZATION <br />LS <br />1.00 <br />55200.00 <br />000 <br />50.00 <br />0.00 <br />50.00 <br />2 <br />2101.502 <br />CLEARING <br />EACH <br />2.00 <br />5375.00 <br />0.00 <br />50.00 <br />2.00 <br />5750.00 <br />J <br />2101.507 <br />GRUBBING <br />EACH <br />2.00 <br />5375.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />4 <br />2104.501 <br />REMOVE CURB ANO GUTTER <br />LF <br />225.00 <br />52.20 0.00 <br />$200, 000 <br />5000 <br />0000 <br />0.00 <br />000 <br />50,02 <br />5000 <br />5 <br />2104.505 <br />REMOVE BITUMINOUS PAVEMENT <br />SY <br />198500 <br />6 <br />2104.511 <br />SAW CUT BITUMINOUS( FULL DEPTH? <br />LF <br />35.00 <br />53.90 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />7 <br />2105.501 <br />COMMON EXCAVATION (P) <br />CY <br />115200 <br />55.50 <br />000 <br />$000 <br />000 <br />50.00 <br />8 <br />2105.521 <br />SELECT GRANULAR BORROW (CV) <br />CY <br />700.00 <br />510.00 <br />000 <br />5000 <br />0.00 <br />3000 <br />9 <br />2105.604 <br />GEOTEXTILE FABRIC <br />5Y <br />2050.00 <br />52.50 <br />0.00 <br />5000 <br />0.00 <br />50.00 <br />10 <br />2211.501 <br />AGGREGATE BASE CLASS 5 <br />TON <br />92500 <br />$15.90 <br />0.00 <br />5000 <br />000 <br />5000 <br />11 <br />1 2232501 <br />WILL BITUMINOUS PAVEMENT <br />SY <br />15.00 <br />520.00 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />12 <br />2350.501 <br />TYPE SP WEAR COURSE MIXTURE <br />TON <br />TON <br />270.00 <br />27000 <br />547.50 <br />54650 <br />0.00 <br />000 <br />5000 <br />$000 <br />000 <br />000 <br />5000 <br />5000 <br />13 <br />2350.502 <br />TYPE SP NON WEARING COURSE MIXTURE (BASE) <br />14 <br />2411604 <br />MODULAR BLOCK RETAINING WALL <br />SF <br />18000 <br />528.50 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />15 <br />2502.541 <br />4 -INCH PERF PE PIPE GRAIN <br />LE <br />130000 <br />512.50 <br />0.00 <br />5000 <br />000 <br />$000 <br />16 <br />2503.541 <br />10 PVC STORM SEW ER <br />LF <br />2500 <br />54080 <br />000 <br />5000 <br />000 <br />5000 <br />17 <br />2503541 <br />12' RC PIPE SEWER DES. 3006 CLV <br />LF <br />23.00 <br />540.80 <br />0.00 <br />50.00 <br />0.00 <br />50.00 <br />18 <br />2503.602 <br />CONNECT TO EXISTING STORM MAIN <br />EACH <br />2.00 <br />5359.04 <br />0.00 <br />50.00 <br />0.00 <br />0.00 <br />0.00 <br />50.00 <br />50.00 <br />$000 <br />19 <br />2506.502 <br />CONS] DRAINAGE STRUCTURE SP001AL 24'035' <br />EACH <br />1.00 <br />52244.00 <br />0.00 <br />0.00 <br />50.00 <br />50.00 <br />20 <br />2508.502 <br />OONST DRAINAGE STRUCTURE SPECIAL (27 'Di A1 <br />EACH <br />1.00 <br />5204000 <br />21 <br />2521.501 <br />CONCRETE SIDEWALK (V THICK) <br />SF <br />2500 <br />$600 <br />0.00 <br />50.00 <br />0.00 <br />5000 <br />R2 <br />2531.501 <br />CONCRETE CURS 8 GUTTER DESIGN 8618 <br />LF <br />EACH <br />225.00 <br />200 <br />51350 <br />$131.25 <br />0.00 <br />0.00 <br />50.00 <br />5000 <br />0.00 <br />0.00 <br />50.00 <br />50.00 <br />23 <br />2566602 <br />PAVEMENT MESSAGE (HANDICAPPED SYM) • EPDXY <br />24 <br />2566603 <br />r SOLID WHITE LINE - EPDXY <br />LF <br />1000.00 <br />51.10 <br />000 <br />5000 <br />0.00 <br />50.00 <br />25 <br />2573.502 <br />5111 FENCE TYPE MACHINE SLICED <br />LF <br />50.00 <br />52.50 <br />0.00 <br />4000 <br />0.00 <br />50.00 <br />26 <br />2573.530 <br />INLET PROTECTION (WIMCO) <br />EACH <br />3.00 <br />5175.00 <br />0.00 <br />5000 <br />0.00 <br />5000 <br />27 <br />2575.513 <br />MULCH MATERIAL <br />CY <br />EACH <br />2.00 <br />1.00 <br />530.00 <br />590000 <br />0.00 <br />0.00 <br />50.00 <br />50.00 <br />0.00 <br />0,00 <br />50.00 <br />50.00 <br />28 <br />SPEC <br />RAIN WATER GARDENS <br />29 <br />SPEC <br />INLET 5E01 ENT REM OVAL IWIMCO) <br />EACH <br />600 <br />510000 <br />0.00 <br />50.001 0.00 <br />5000 <br />30 <br />I SPEC <br />DENSITY TEST PLACE <br />EACH <br />I 1000 <br />54820 <br />0.00 <br />50.00 0.00 <br />5000 <br />SCHEDULE 9.0 . CITY HALL PARKING LOT - TOTAL 50.00 5750.00 <br />CHFDUI E 10 0 -0001 MORRISON SANITARY <br />1 I SPEC <br />REMOVE AND REPLACE r SANITARY <br />LF : 200.00 <br />530.16 <br />0.00 <br />50.00 i 194.00 <br />$5,85104 <br />2 <br />SPEC <br />SANITARY WYE AND CONNECT TO EXISTING SERVICE <br />EACH 1 7.00 <br />5419.75 <br />0.00 <br />50.00 8.00 <br />$335800 <br />3 <br />SPEC <br />EROSION CONTROL SILT FENCE <br />LF 100.00 <br />56.00 <br />0.00 <br />50.00! 0.00 <br />50.00 <br />51 755.52 <br />4 <br />SPEC <br />MOOD MULCH BARRIER <br />SY 14.00 <br />$525] <br />0001 50081 5390 <br />5 1 SPEC <br />GRAVEL FOR ACCESS <br />TON 5000 <br />534.00 <br />0.001 50,001 1625 <br />5552.50 <br />SCHEDULE 10.0.009108055(5008 SANITARY - TOTAL 80.00 511,51706 <br />BID SUMMARY <br />SCHEDULE 1.0 RUTH STREET <br />SCHEDULE 2.0 ROSE LANE <br />SCHEDULE 3.0 MORRI50N STREET <br />SCHEOULE 4,0 SAVAGE LANE <br />SCHEDULE S0 SEXTANT AVENUE <br />SCHEDULE 6,0 . LABORE ROAD <br />SCHEDULE 7.0 - SAVAGE LANE (MILL AND OVERLAY) <br />SCHEDULE 60 LITTLE CANADA ROAD <br />SCHEDULE 9,0 -CITY HALL PARKING LOT <br />SCHEDULE 10.0.0061 MORRISON SANITARY <br />TOTAL BID SUMMARY THIS PERIOD <br />TOTAL BID SUMMARY TO DATE <br />THIS PERIOD <br />5100,261.46 <br />583,619.14 <br />57,046.80 <br />522,080.04 <br />515,312.81 <br />571.973.85 <br />520.275.48 <br />579.53 <br />50.00 <br />5000 <br />5280.667.10 <br />TOTAL TO nATF <br />5100.26146 <br />586.619,14 <br />556,604.70 <br />5100,15163 <br />5115,949.52 <br />543,845.35 <br />520.275.40 <br />530.76053 <br />5750.00 <br />511,517.06 <br />AMOUNT EARNED <br />AMOUNT RETAINED <br />MATERIAL ON SITE <br />........................ ....... ..... <br />MATERIAL OEDUOT <br />PREVIOUS PAYMENTS <br />AMOUNT DUE <br />:: :.: %OTAL:TH18PERIOD <br />5260.65710 <br />... ............ .. .... ... <br />14.032 86 <br />5000 <br />5000 <br />266 <br />TOTALTOOATRi'I: <br />6673456 <br />50.00 <br />527177387 <br />5266.62435 <br />5566334.06 <br />