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<br /> -- <br /> Contract Unit Current Quantity Amount <br />No. Item Unit Quantity Price Quantity to Date to Date <br />52 1" WATER SERVICE DIRECTIONAL DRilLED - CURB STOP TO <br /> HOME Lf 1250 1400 $0.00 <br />53 INSULATION, 4" THICK SY 150 20.00 l.8 1.8 $36.00 <br />54 IMPROVED PIPE fOUNDATION, PER 6" INCREMENT - WATER <br /> MAIN If 1500 4.00 1000 1000 $4,000 00 <br />55 ClOSED CIRCUIT TV INSPECTION Lf 3800 LSD $000 <br />56 CONNECT TO EXISTING SANITARY SEWER VCP EA 12 400.00 7 7 $2,80000 <br />57 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 6 800.00 3 3 $2,40000 <br />58 8" PVC SANITARY SEWER, SDR 26, 0' - 13' DEEP If 450 38.00 $0.00 <br />59 8" PVC SANITARY SEWER, SDR 26, 13' AND DEEPER If 350 5500 114 114 $6,27000 <br />60 RECONNECT 4" SANITARY SEWER SERVICE EA 20 150.00 1 1 $15000 <br />61 4" PVC, SCH. 40 SERVICE PIPE If 400 35.00 5 5 $175.00 <br />62 4" PVC, SCH. 80 RISER PIPE If 250 25.00 $0.00 <br />63 8" X 4" PVC WYE, SDR 26 EA 20 150.00 2 2 $300.00 <br />64 IMPROVED PIPE fOUNDATION, PER 6" INCREMENT - SANITARY <br /> SEWER Lf 1500 4.00 228 228 $912.00 <br /> TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PElTIER lAKE DR & CENTERVllLE RDAREAS: $86,742.21 <br /> PART 2B- TYPE I, II, AND III IMPROVEMENTS . PEL TIER LAKE DR & CENTERVILLE RD AREAS: <br />65 CLEAN EXISTING STORM PIPE Lf 400 5.00 $0.00 <br />66 CONNECT TO EXISTING RCP STORM SEWER EA 2 600 00 $000 <br />67 12" RCP fLARED END SECTION, INCt. TRASH GUARD EA 1 700.00 $0.00 <br />68 18" RCP fLARED END SECTION, INCL. TRASH GUARD fA 4 700.00 $000 <br />69 12" RCP STORM SEWER, CLASS 5 Lf 466 25.00 $0.00 <br />70 15" RCP STORM SEWER, CLASS 5 Lf 279 28.00 $0.00 <br />71 18" RCP STORM SEWER, CLASS 5 Lf 762 30.00 29 29 $870.00 <br />72 21" RCP STORM SEWER, CLASS 4 Lf 32 32.00 $0.00 <br />73 CLASS 1/1 RANDOM RIPRAP CY 114 70.00 $0.00 <br />74 2' X 3' CB, INCt. R.3067-V CSTG AND CONC AD! RINGS EA 8 1500.00 10.00 <br />75 4' DIA STORM SEWER CBMH, INCL. R-3067-V CSTG AND CONC <br /> ADJ RINGS EA 14 1700.00 2 2 $3,40000 <br />76 4' DIA STORM SEWER MH, INCt R-1642-B CSTG AND CONC AD! <br /> RINGS EA 170000 10.00 <br />77 5' DIA STORM MH, INCl R-1642-B CSTG AND CONC ADJ RINGS EA 170000 $0.00 <br />78 2' X 3' CB WITH 2' SUMP, INCl. R-3067-V CSTG AND CONC ADJ <br /> RINGS EA 1800.00 $0.00 <br />79 4' DIA CBMH WITH 2' SUMP, INCt. R-3067-V CSTG AND CONC <br /> AD! RINGS EA 1 2300.00 10.00 <br />80 WOOD WEIR EA 2 1600.00 $0.00 <br />81 4" PERfORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK <br /> WRAP Lf 10050 2.00 400 400 1800.00 <br />82 IMPROVED PIPE fOUNDATION, PER 6" INCREMENT - STORM <br /> SEWER Lf 400 5.00 1000 <br />83 COMMON EXCAVATION (EV) CY 12500 8.00 3000 3000 124,00000 <br />84 SUBGRADE EXCAVATION (EV) CY S750 1.00 10.00 <br />85 SUBGRADE PREPARATION - STREET SY 16500 0.01 1000 <br />86 GEOTEXTILE fABRIC, TYPE V SY 16S00 130 1500 1500 11,95000 <br />87 SELECT GRANULAR BORROW (CV) CY 9750 14.00 10.00 <br />88 AGGREGATE BASE, CLASS S TN 8100 8.00 400 400 $3,20000 <br />89 AGGREGATE BASE, ClASS 5 - SIDEWALKS AND DRIVEWAYS TN 1000 13.00 10.00 <br />90 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 375 92.00 10.00 <br />91 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1625 55.1S $0.00 <br />92 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 1125 61.70 10.00 <br />93 BITUMINOUS MATERIAL fOR TACK COAT - 2010 GAL 825 2.35 $0.00 <br />94 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR <br /> COURSE -2010 Lf 3750 165 $000 <br />95 B618 CONCRETE CURB AND GUTTER Lf 7800 8.84 $000 <br />96 SURMOUNTABLE CONCRETE CURB AND GUnER Lf 220 9.83 1000 <br />97 SURMOUNTABLE CONCRETE CURB AND GUnER - HAND WORK Lf 100 15.30 $000 <br />61609169REQ2.x1s <br /> 26 <br />