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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 SERVICE DIRECTIONAL DRILLED - CURB STOP TO
<br /> HOME LF 1250 14.00 322 1700 123,80000
<br />53 INSULATION, 4" THICK SY 150 2000 3.6 $7200
<br />54 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - WATER
<br /> MAIN LF 1500 400 1054 14,21600
<br />55 CLOSED CIRCUIT TV INSPECTION LF 3800 1 50 $0.00
<br />56 CONNECT TO EXISTING SANITARY 5EWER VCP EA 12 400.00 9 $3,60000
<br />57 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 6 800.00 6 $4,800.00
<br />58 8" PVC SANITARY SEWER, 5DR 26, 0' - 1]' DEEP LF 450 38.00 303 $11,514.00
<br />59 8" PVC SANITARY SEWER, 5DR 26, 13' AND DEEPER LF 350 55.00 258 $14,19000
<br />60 RECONNECT 4" 5ANITARY SEWER SERVICE EA 20 150.00 7 15 $2,25000
<br />61 4" PVC, SCH. 40 SERVICE PIPE LF 400 3500 100 $3,50000
<br />62 4" PVC, 5CH. 80 RISER PIPE LF 250 2500 $0.00
<br />63 8" X 4" PVC WYE, 5DR 26 EA 20 15000 8 $1.20000
<br />64 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - SANITARY
<br /> SEWER LF 1500 400 748 $2,99200
<br /> TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PEL TIER LAKE DR & CENTERVILLE RD AREAS: $296,557.01
<br /> PART 2B- TYPE I, II, AND III IMPROVEMENTS - PELTIER 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 2 11,20000
<br />67 12" RCP FLARED END SECTION, INCL TRASH GUARD EA 1 700.00 1 170000
<br />68 18" RCP FLARED END SECTION, INCL TRASH GUARD EA 4 700.00 1 4 12,80000
<br />69 12" RCP STORM SEWER, CLASS S LF 466 2S.00 310 457 111,42S00
<br />70 15" RCP STORM SEWER, CLASS S LF 279 2800 268 $7,50400
<br />71 18" RCP STORM SEWER, CLASS S LF 762 30.00 83 72S 121,750.00
<br />72 21" RCP STORM SEWER, CLASS 4 LF 32 32.00 32 11,02400
<br />73 CLASS III RANDOM RIPRAP CY 114 70.00 85 15,95000
<br />74 2' X 3' CB, INCL. R-3067-V CSTG AND CONC ADJ RINGS EA 8 150000 6 $9,00000
<br />75 4' DIA STORM SEWER CBMH, INCL R-3067-V CSTG AND CONC
<br /> ADJ RINGS EA 14 1700.00 2 12 120,400.00
<br />76 4' DIA STORM SEWER MH, INCL R-1642-B C5TG AND CONC ADJ
<br /> RINGS EA 17DD 00 11)0000
<br />77 5' DIA STORM MH, INCL R-1642-B CSTG AND CONC ADJ RINGS EA 170000 11)0000
<br />78 2' X 3' CB WITH 2' SUMP, INCL. R-3067-V CSTG AND CONC ADJ
<br /> RINGS EA 1800.00 11,800.00
<br />79 4' DIA CBMH WITH 2' SUMP, INCL R-3067-V CSTG AND CONC
<br /> ADJ RINGS EA 1 23DOOD 12,30000
<br />80 WOOD WEIR EA 2 1600 00 10.OD
<br />81 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK
<br /> WRAP LF 10050 200 2622 7041 114,08200
<br />82 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - 5TORM
<br /> SEWER LF 400 500 154 $770 00
<br />83 COMMON EXCAVATION (EV) CY 125DO 800 1000 9000 $72,00000
<br />84 SUBGRADE EXCAVATION (EV) CY 5750 1 DO 35 $3500
<br />85 SUBGRADE PREPARATION - STREET SY 16500 0.01 1850 11000 111000
<br />86 GEOTEXTILE FABRIC, TYPE V SY 16500 130 11000 114,30000
<br />87 SElECT GRANULAR BORROW (CV) CY 9750 1400 1000 8DDD 1112,00000
<br />88 AGGREGATE BASE, CLASS 5 TN 8100 8.00 60D 5000 14D,OOO 00
<br />89 AGGREGATE BASE, ClASS 5 - SIDEWALKS AND DRIVEWAYS TN 1000 13.00 $000
<br />90 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 375 9200 1000
<br />91 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1625 5515 1000
<br />92 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 1125 6170 1000
<br />93 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL 825 215 $000
<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 884 $0 00
<br />96 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 220 983 $0.00
<br />97 SURMOUNTABLE CONCRETE CURB AND GUTTER- HAND WORK LF 100 1530 $0 00
<br />61609169REQ5.x1s 69
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