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<br /> Contract Unit Current Quantity Amount
<br />No. Item Unit Quantity Price Quantity to Date to Date
<br />52 1" WATER 5ERVICE DIRECTIONAL DRILLED. CURB 5TOP TO
<br /> HOME LF 1250 14.00 100 100 $1,400.00
<br />53 INSULATION. 4" THICK 5Y 150 20.00 18 36 $72 00
<br />54 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT. WATER
<br /> MAIN IF 1500 4.00 1000 $4,000 00
<br />55 CLOSED CIRCUIT TV INSPECTION LF 3800 150 $0.00
<br />56 CONNECT TO EXISTING SANITARY SEWER VCP EA 12 400.00 7 $2,80000
<br />57 CONNECT TO EXI5T1NG 5ANITARY 5EWER MANHOLE EA 6 800.00 3 6 $4,800.00
<br />58 8" PVC 5ANITARY SEWER, SDR 26, 0' . 13' DEEP LF 450 38.00 303 303 $11,514.00
<br />59 8" PVC SANITARY SEWER, SDR 26, 13' AND DEEPER LF 350 55.00 124 238 $13,090.00
<br />60 RECONNECT 4" SANITARY SEWER SERVICE EA 20 150.00 7 8 $1,200.00
<br />61 4" PVC, SCH 40 SERVICE PIPE LF 400 35.00 35 40 $1,400.00
<br />62 4" PVC, SCH. 80 RISER PIPE LF 250 25.00 $0.00
<br />63 8" X 4" PVC WYE, SDR 26 EA 20 150.00 6 8 $1,20000
<br />64 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT. SANITARY
<br /> SEWER IF 1500 4.00 322 550 $2,20000
<br /> TOTAL PART 2A. TYPE I, II, AND III IMPROVEMENTS . PEL TIER LAKE DR & CENTERVILLE RD AREAS: $160,58761
<br /> PART 28- TYPE I. II. AND III IMPROVEMENTS - PELTIER lAKE DR & CENTERVlllE RD AREAS:
<br />65 CLEAN EXISTING STORM PIPE LF 400 5.00 $000
<br />66 CONNECT TO EXISTING RCP STORM SEWER EA 2 60000 1 1 $600.00
<br />67 . 12" RCP FLARED END SECTION, INCl TRASH GUARD EA 1 700.00 1 1 $700.00
<br />68 18" RCP FLARED END SECTION, INCl TRASH GUARD EA 4 700.00 2 2 $1,400.00
<br />69 12" RCP STORM SEWER, CLASS 5 LF 466 25.00 90 90 $2,250.00
<br />70 15" RCP STORM SEWER, CLASS 5 LF 279 28.00 236 236 $6,608.00
<br />71 18" RCP STORM SEWER, CLASS 5 LF 762 3000 287 316 $9,48000
<br />72 21" RCP STORM SEWER, CLASS 4 IF 32 32.00 32 32 $1,02400
<br />73 CLASS III RANDOM RIPRAP CY 114 70.00 45 45 $3,15000
<br />74 2' X 3' CB, INCl R.3067.V CSTG AND CONC ADJ RINGS EA 8 150000 3 3 $4,50000
<br />75 4' DIA STORM SEWER CBMH, INCl R-3067.V CSTG AND CONC
<br /> ADJ RINGS EA 14 1700.00 6 8 $13,60000
<br />76 4' DIA STORM 5EWER MH, INCl R.1642.B CSTG AND CONC
<br /> ADJ RING5 EA 1700.00 $1,70000
<br />77 5' DIA STORM MH, INCL R.1642-B CSTG AND CONC ADJ RINGS EA 1700.00 $0.00
<br />78 2' X 3' CB WITH 2' SUMP, INCt R-3067-V CSTG AND CONC AD!
<br /> RINGS EA 1800.00 $1,800.00
<br />79 4' DIA CBMH WITH 2' SUMP, INCl R-3067-V CSTG AND CONC
<br /> AD) RINGS EA 1 2300.00 $2,30000
<br />80 WOOD WEIR EA 2 1600.00 $000
<br />81 4" PERFORATED POlYETHYlENE DRAINTILE PIPE WITH SOCK
<br /> WRAP LF 10050 200 1100 1500 $3,000.00
<br />82 IMPROVED PIPE fOUNDATION, PER 6" INCREMENT - STORM
<br /> SEWER LF 400 500 $0.00
<br />83 COMMON EXCAVATION (EV) cY 12500 800 2900 5900 $47,20000
<br />84 SUBGRADE EXCAVATION (EV) CY 5750 100 35 35 $35.00
<br />85 SUBGRADE PREPARATION. STREET SY 16500 0.01 3075 3075 $30.75
<br />86 GEOTEXTILE fABRIC, TYPE V SY 16500 130 3500 5000 $6,50000
<br />87 SELECT GRANULAR BORROW (CV) CY 9750 14.00 2000 2000 $28,00000
<br />88 AGGREGATE BASE, CLASS 5 TN 8100 8.00 1800 2200 $17,60000
<br />89 AGGREGATE 8ASE, CLASS S. SIDEWALKS AND DRIVEWAYS TN 1000 1300 $0.00
<br />90 TYPE LV4 WEARING COURSE MIXTURE (B). DRIVEWAYS TN 375 92.00 $0.00
<br />91 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1625 55.15 $0.00
<br />92 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 1125 6170 $0.00
<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 $0.00
<br />95 B618 CONCRETE CURB AND GUTTER IF 7800 8.84 $0.00
<br />96 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 220 9.83 $0.00
<br />97 SURMOUNTABLE CONCRETE CURB AND GUTTER. HANDWORK LF 100 15.30 $0.00
<br />61609169REQ3.x1s
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