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Contract Unit Current Quantity Amount
<br /> No. Item Unit
<br /> Quantity Price Quantity to Date to Date
<br /> 52 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP TO
<br /> HOME LF 1250 14.00 1700 523,800.00
<br /> 53 INSULATION, 4" THICK SY 150 20.00 3.6 572.00
<br /> 54 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - WATER
<br /> MAIN LF 1500 4.00 1054 54,216.00
<br /> 55 CLOSED CIRCUIT TV INSPECTION LF 3800 1.50 $0.00
<br /> 56 CONNECT TO EXISTING SANITARY SEWER VCP EA 12 400.00 9 $3,600.00
<br /> 57 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 6 800.00 6 84,800.00
<br /> 58 8" PVC SANITARY SEWER, SDR 26, 0' - 13' DEEP LF 450 38.00 303 511,514.00
<br /> 59 8" PVC SANITARY SEWER, SDR 26, 13' AND DEEPER LF 350 55.00 258 514,190.00
<br /> 60 RECONNECT 4" SANITARY SEWER SERVICE EA 20 150.00 3 18 52,700.00
<br /> 61 4" PVC, SCH. 40 SERVICE PIPE LF 400 35.00 100 53,500.00
<br /> 62 4" PVC, SCH. 80 RISER PIPE LF 250 25.00 50.00
<br /> 63 8" X 4" PVC WYE, SDR 26 EA 20 150.00 8 81,200.00
<br /> 64 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - SANITARY
<br /> SEWER LF 1500 4.00 748 82,992.00
<br /> TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $329,237.01
<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 50.00
<br /> 66 CONNECT TO EXISTING RCP STORM SEWER EA 2 600.00 2 $1,200.00
<br /> 67 12" RCP FLARED END SECTION, INCL. TRASH GUARD EA 1 700.00 1 $700.00
<br /> 68 18" RCP FLARED END SECTION, INCL. TRASH GUARD EA 4 700.00 4 52,800.00
<br /> 69 12" RCP STORM SEWER, CLASS 5 LF 466 25.00 457 511,425.00
<br /> 70 15" RCP STORM SEWER, CLASS 5 LF 279 28.00 268 57,504.00
<br /> 71 18" RCP STORM SEWER, CLASS 5 LF 762 30.00 725 521,750.00
<br /> 72 21" RCP STORM SEWER, CLASS 4 LF 32 32.00 32 81,024.00
<br /> 73 CLASS 111 RANDOM RIPRAP CY 114 70.00 85 35,950.00
<br /> 74 2' X 3' CB, INCL. R- 3067-V CSTG AND CONC ADJ RINGS EA 8 1500.00 8 $12,000.00
<br /> 75 4' DIA STORM SEWER CBMH, INCL. R- 3067 -V CSTG AND CONC
<br /> ADJ RINGS EA 14 1700.00 14 $23,800.00
<br /> 76 4' DIA STORM SEWER MH, INCL. R- 1642 -B CSTG AND CONC ADJ
<br /> RINGS EA 1 1700.00 1 $1,700.00
<br /> 77 5' DIA STORM MH, INCL R- 1642 -B CSTG AND CONC ADJ RINGS EA 1 1700.00 1 31,700.00
<br /> 78 2' X 3' CB WITH 2' SUMP, INCL. R- 3067 -V CSTG AND CONC ADJ
<br /> RINGS EA 1 1800.00 1 $1,800.00
<br /> 79 4' DIA CBMH WITH 2' SUMP, INCL. R- 3067 -V CSTG AND CONC
<br /> ADJ RINGS EA 1 2300.00 1 $2,300.00
<br /> 80 WOOD WEIR EA 2 1600.00 2 2 83,200.00
<br /> 81 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK
<br /> WRAP LF 10050 2.00 417 7458 514,916.00
<br /> 82 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - STORM
<br /> SEWER LF 400 5.00 154 5770.00
<br /> 83 COMMON EXCAVATION (EV) CY 12500 8.00 10374 882,992.00
<br /> 84 SUBGRADE EXCAVATION (EV) CY 5750 1.00 139 174 $174.00
<br /> 85 SUBGRADE PREPARATION - STREET SY 16500 0.01 15018 5150.18
<br /> 86 GEOTEXTILE FABRIC, TYPE V SY 16500 1.30 15018 519,523.40
<br /> 87 SELECT GRANULAR BORROW (CV) CY 9750 14.00 8000 5112,000.00
<br /> 88 AGGREGATE BASE, CLASS 5 TN 8100 8.00 100 6705 553,640.00
<br /> 89 AGGREGATE BASE, CLASS 5 - SIDEWALKS AND DRIVEWAYS TN 1000 13.00 325 454 $5,902.00
<br /> 90 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 375 92.00 100 100 59,200.00
<br /> 91 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1625 55.15 1468.17 880,969.58
<br /> 92 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 1125 61.70 80.00
<br /> 93 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL 825 2.35 50.00
<br /> 94 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR
<br /> COURSE -2010 LF 3750 1.65 80.00
<br /> 95 8618 CONCRETE CURB AND GUTTER LF 7800 8.84 7000 861,880.00
<br /> 96 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 220 9.83 200 $1,966.00
<br /> 97 SURMOUNTABLE CONCRETE CURB AND GUTTER - HAND WORK LF 100 15.30 $0.00
<br /> 61609169REQ7.ds
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