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<br />Nov 22 2002 2,05PN
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<br />BONESTROO ROSENE ANDERLIK 6516361311
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<br /> Conlr.ct Unit Quanllty Amount
<br />No, "om Unit Qu8nHty PrI.. toDat. to Date
<br /> Pitt 1 . Sanitary S...,.r . CenteMlla Road
<br />1 Moblllzatton LS 1 13500,00 1 $13,500,00
<br />2 Tra1l'lc conO'Ol LS 1 2912,00 1 52,912,00
<br />3 BholiJd$Iing ag9r09a\e TN 50 24,45 50 51,222.50
<br />4 Clear and grub Tree 2 500,00 2 51,000,00
<br />5 Bitt renoa. "'IIular 1.1" 200 2,00 $0,00
<br />6 Remove and replace 36" CMF LS 1 1500.00 1 $1,500.00
<br />7 Salvage and replace gra..1 drivel\G\l TN 20 11.07 20 $341.40
<br />6 Connect to exisllng manhole EA 1 1500,00 1 $1,500.00
<br />9 12" I've, SDR 35. S'. 10' deep LF 250 26.Oi 250 $7,022.50
<br />10 12"PVC,SDR35,10'-12'deep LF 175 28.09 ITS $4,915,75
<br />11 12" PVC, $OR 35.12'.14' deep I.F 10 28,09 10 $250,90
<br />12 12" PVC. SDR 35, \4'.16' deep I.F 265 28.Oi 255 $1,443,B5
<br />13 12" PVC, SDR 26, IS'. IS' deep LF 5 :;0,54 5 $152,10
<br />14 12" PVC, SDR 26. 18' . 20' deep I.F 15 30.64' 10 $458,10
<br />15 4' dla. sanllflry manMle EA 1 1394.73 1 $1,394.73
<br />15 Manhole ovel'depth LF 3 99,91 3 $299.91
<br />17 AditJot manhole and casting SA 1 150.00 1 5150.00
<br />18 Remove bituminous sfreet 8Y 330 2.00 250 $6<)0,00
<br />19 Ptltch bituminous Slroe! BY 330 15.92 31~ $5,030.12
<br />20 Salvage and reino\ell 12" CMp ""'vert L1' 40 16.67 40 S6M,80
<br />21 Improved pipe foundation 1.1' 120 0.01 $0.00
<br />22 Fiber bI<lnlc$t on steep ..opel Sy 600 2.06 $0.00
<br />23 Seeding with 1000soil and mulch AC 0.75 998.40 0.31 5309.50
<br /> Total Part 1 . Sanitary Sewer. CenleNllie Road $50,501.36
<br /> PIIrt 2 . Watar Main. COlllOrV"'" Road
<br />24 Connect to exloting 12" ....Ie. main EA j 750.00 1 $750.00
<br />25 12" PVC. C900 LF 1062 23.66 1062 $25,339.32
<br />26 an PVC. CellO 1.1' 35 15,71 85 $584.85
<br />27 ~" PVC, COOO 1.1' 80 14,24 sa $112.00
<br />2!l 8" gale vai\le and box EA 1 652.74 1 $652.14
<br />:<\l 12" butter1ly I/lIive and bax EA 3 851.33 3 $2,553.99
<br />30 Hy<lrant with gste valve end box SA 3 1699,17 3 $6.697.51
<br />31 Valve roQ ax:tansion EA 7 143,49 7 $1,004.43
<br />32 Fillings 1.6 3000 1,15 3000 $3,450.00
<br />33 Improved plpa foundst!on LF 1100 0,01 $0.00
<br />34 S<>dd\'\g SY 700 2.55 700 $1.765,00
<br />35 12" pipe ,_.Inl fA 20 69,64 20 $1,392.80
<br />35 e" pipe ....tra"'t EA 4 3l1,e5 4 $159.40
<br />37 S.edlng wi1I1lopscil end muich AC 0.25 1018.84 1 $1.016.64
<br /> Total Part 2 . Waler Main. CenteNllie Road $45,100.68
<br /> Pert 3 - lkrvlo.. - Contorvlll. Road
<br />3B 12" x 6" PVC wye EA 2 236.27 2 $412,54
<br />3ll 12"X4"PVC-..ye EA Z 229.8Il 2 $459.76
<br />40 4" PVC, Sohadule 40 oel'lli"" pi"" LF 40 1'.22 35 $392.10
<br />41 5" HDPE sewer saNies d~ectlonal drill 1.1' 156 42.02 150 56.=,00
<br />42 4" PVC, SCI'IedU/e 40 rlsar pipe LF 10 \7.47 10 $114.10
<br />43 110 copper water "Nice LF 90 8.SS 80 $587.20
<br />44 ill copper servIce directional drill LF 400 g.311 418 $3,92M2
<br />4~ Reoonl18ct: water .servics EA 1 118.76 1 $178.16
<br />46 Cormacl to existing sewer service eA 1 178.76 1 $118.76
<br />41 1" ClJrb stop end box EA 6 132.51 6 $~.oe
<br />48 1" corporellan stoP eA 1 143.18 7 $1 ,002.12
<br /> TotaJ Pert 3 . SQrvlces.. CentervUle Road $14.569.62
<br /> Part 4..Sanl1ary Sewer.. HumersCrQulng
<br />49 8" PVC, SOR 35,18'. 20'deep -laCked LF eo 248.99 60 $14.619.40
<br />60 S" PVC, SDR 35,8'- 10' deep LF 36<) 15,25 360 $<i.S67,5O
<br />51 8" PVC. SOR 35.10'-12' deep LF 900 13.37 900 616,533,00
<br />52 B" PVC, SOR 35,12'.14' deep LF 3DO 18.37 300 $6,611,DO
<br />53 8" PVC, SDR35, 14'. 16' deep LF aDO 20.14 493 $9,629,02
<br />64 4' di9meter san itary mannole SA 9 1362.87 10 $13.628.70
<br />56 Manhole overdepth LF 56 99.87 63 $6,298.41
<br />56 Improved pipe founcalion LF 20DO 0.01 $0,00
<br /> Total Part 4 - Sanitary SQwar ~ Hunters Crossing $71.407,03
<br />61300; ",4Rl!OeF'rnal
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