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<br /> Contract Unit Curr@nt Quanlily Amount
<br />No. Item Unit Quantity Price Quantity 10 Dal@ to Dale
<br />52 1" WATER 5ERVICE DIREClIONAl DRILLED . CURB ITOP TO
<br /> HOME If 1210 1400 1278 1378 1 19,Z92 00
<br />53 INIULATlON. 4" THICK I' 150 2000 36 PI 00
<br />54 IMPROVED PIPE fOUNDATION, PER 6" I~CREMENT WATER
<br /> MAIN IF 1"00 400 S4 1054 14,216.00
<br />55 ClOIED CIRC UIT TV INSPECTION If 3800 150 $000
<br />\6 CONNECT TO EXISTING SANITARY SEWER VCP EA 12 400 00 2 9 \3,600 00
<br />57 CONNECT TO EXISTING SANITARY IEWER MANHOLE EA 6 800 00 6 14,800 00
<br />58 8" PVC 5ANITAR1 SEWER, 5DR 26, 0' - 13' DEEP Lf 450 3800 303 \11,51400
<br />53 8" PVC 5ANITARY 5EWER, IDR 26, 13' AND DEEPER If 350 5500 20 258 114,19000
<br />60 RECONNECT 4" IANI1ARY 5EWER SERVICE EA 20 150.00 8 $1.20000
<br />61 4" PVC, SCH 40 5E RVICE PIPE If 400 35.00 60 100 S3,50000
<br />61 4" PVC, ICH 80 RISER PIPE If 250 25 DO SOOO
<br />63 8" X 4" PVC WYE, SDR 26 EA 20 15000 8 11.20000
<br />64 IMPROVED PIPE fOUNDATION, PER 6" INCREMENT. SANITARY
<br /> SEWER Lf 1500 400 198 748 12,992 00
<br /> TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVIlLE RD AREAS' S242,523 01
<br /> PART 28- TYPE I, II, AND III IMPROVEMENTS " PELTIER LAKE DR 8. CENTERVILLE RD AREAS:
<br />65 CLEAN EXISTING STORM PIPE If 400 S 00 \000
<br />66 CONNECl TO EXISTING RCP STORM SEWER EA 600 00 2 11.20000
<br />67 12" RCP FLARED END SECTlDN, INCl TRASH GUARD EA 1 70000 1 570000
<br />68 18" RCP fLARED END SECTION, INCl TRASH GUARD EA 4 70000 1 3 \2,10000
<br />69 12" RCP STORM SEWER, ClASS 5 Lf 466 2500 57 147 \3,67100
<br />70 15" RCP STORM SEWER, CLASS 5 IF 279 28 DO 32 268 17,10400
<br />71 18" RCP STORM SEWER, CLASS 5 Lf 762 3000 326 642 119,260 00
<br />72 21" RCP STORM SEWER, CLASS 4 Lf 31 3200 32 $1,D14DO
<br />73 CLASS III RANDOM RIPRAP CY 114 7000 40 81 $1,950.00
<br />74 2' X J CB, INCl R-3067-V CSTG AND CONC AD! RINGS EA 8 lIDO 00 2 5 $7,10000
<br />75 4' DIA STORM 5EWER CBMH,INCl R-JOo7-V CSTG AND CONC
<br /> AOl RINGS EA 14 1700 00 2 10 S17,OOOOO
<br />76 4 DIA STORM SEWER MH, INCl R-1641-B CSTG AND CONC AO!
<br /> RINGI EA 170000 11.10000
<br />77 5' DIA STORM MH, INCl R-1642-B CSTG AND CONC AD) RINGS EA 170000 \1.70000
<br />78 2' X J' CB WITH 2' SUMP, INCL R-306H CSTG AND CONC ADl
<br /> RINGS EA 1800 00 11,80000
<br />79 4' DIA CBMH WiTH r SUMP, INCl R-J067-V CSTG AND CONC
<br /> AD) RINGS EA 1 2300 00 12.300 00
<br />80 WOOD WEIR EA 2 160000 \000
<br />81 4" PERFORATED POlYETHYlENE DRAINTI!E PIPE WITH SOCK
<br /> WRAP Lf 10010 200 2919 4419 18,83800
<br />87 IMPROVFO RIPf fOUNDATION, PlP 6" ',~KR,lM[t~T -STORM
<br /> SEWER If 400 100 154 154 S 770 00
<br />83 COMMON EXCAVATION (EV) CY 12500 800 2100 8000 164,00000
<br />84 IUBGRADE EXCAVATION IEVI CY 5750 100 31 \J\OO
<br />85 IUBGRADE PREPARATION - STREET IY 16500 001 6071 91S0 59150
<br />86 GEOTEXTlLE FABRIC, mE V sv 16100 1 JO 6000 11000 114,300 00
<br />87 SELECT GRANULAR BORROW (CVI CY 9750 1400 5000 7000 598,00000
<br />88 AGGREGA IE BASE, ClASS 5 TN 8100 800 2200 4400 m,20000
<br />89 AGGREGATE BASE, CLASS 5 ~ SIDEWALKS AND DR'VEWA1S TN 1000 13 00 $000
<br />90 T1PE LV4 WEARING (OURSE MIXIURE (BI - ORIVEWAYS TN 375 9200 SO 00
<br />91 TYPE LV 3 NON WEARING COURSE MIXTURE IB) TN 1625 1515 SO DO
<br />91 IYPE LV 3 WEARING COUR5E MIXTURE iBi - 2010 TN 1125 6170 SO 00
<br />93 BITUMINOU5 MATERIAL FOR TACK COAT - 2010 GAt 825 135 1000
<br />94 SAW AND SEAl TRANSVERSE JOINTS IN BITUMINOUS WEAR
<br /> COURSE -2010 If 37S0 16\ \000
<br />9\ 8618 CONCRElE CURE AND GUTTER If 7800 884 1000
<br />96 SURMOUNTABLE CONCRETE CURB AND (UTTER If 220 983 \0 DO
<br />97 SURMOUNTA.RlE CONCRETE CURB AND GUTfER . HAND WORK IF 'DO 1530 SO 00
<br /> i!ld09159REQ4,h
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