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Contract Unit Current Quantity Amount
<br /> No. Item Unit Quantity Price Quantity to Date to Date
<br /> PART 1A: CENTER OAKS 2 AREA STREET IMPROVEMENTS
<br /> 1 MOBILIZATION LS 1 54172.50 1 $54,172.50
<br /> 2 TRAFFIC CONTROL LS 1 2826.75 1 $2,826.75
<br /> 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 220 30.89 73.18 $2,260.53
<br /> 4 SILT FENCE LF 500 2.80 452 $1,265.60
<br /> 5 BIOLOGS LF 40 6.69 140 396 $2,649.24
<br /> 6 TEMPORARY MAILBOXES LS 1 2044.80 1 $2,044.80
<br /> 7 REMOVE BITUMINOUS PAVEMENT SY 10040 3.14 9853 $30,938.42
<br /> 8 REMOVE CONCRETE CURB AND GUTTER LF 5450 1.60 5450 $8,720.00
<br /> 9 REMOVE BITUMINOUS DRIVEWAY SY 2370 2.34 844 $1,974.96
<br /> 10 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 470 6.39 172 $1,099.08
<br /> 11 SALVAGE AND REINSTALL SIGN EA 8 90.53 $0.00
<br /> 12 SALVAGE AND REINSTALL MAIL BOX EA 39 41.54 19 $789.26
<br /> 13 SALVAGE AND REINSTALL IRRIGATION LINES LF 200 10.50 $0.00
<br /> 14 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 133.13 $0.00
<br /> 15 ADJUST EXISTING SANITARY SEWER MANHOLE RINGS
<br /> AND CASTING EA 9 300.00 9 $2,700.00
<br /> 16 RECONSTRUCT EXISTING SANITARY SEWER MANHOLE LF 9.5 285.00 $0.00
<br /> 17 ADJUST EXISTING CATCH BASIN CSATING AND RINGS EA 6 150.00 6 $900.00
<br /> 18 RECONSTRUCT EXISTING STORM MANHOLE EA 2 350.00 $0.00
<br /> 19 EXTERNAL MANHOLE SEAL EA 24 236.53 11 $2,601.83
<br /> 20 SAWING BITUMINOUS PAVEMENT LF 650 3.25 695 $2,258.75
<br /> 21 SAWING CONCRETE PAVEMENT LF 130 4.75 116 $551.00
<br /> 22 CONNECT DRAIN TILE TO EXISTING STORM SEWER
<br /> STRUCTURE EA 13 125.00 13 $1,625.00
<br /> 23 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 450.00 1 $450.00
<br /> 24 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
<br /> SOCK WRAP LF 5480 2.19 100 5580 $12,220.20
<br /> 25 12" RCP STORM SEWER, CLASS 5 LF 380 34.05 418 $14,232.90
<br /> 26 2'X T CATCH BASIN EA 2 1343.00 2 $2,686.00
<br /> 27 4' DIA CATCH BASIN MANHOLE EA 3 1583.00 6 $9,498.00
<br /> 28 12" RCP FLARED END SECTION, INCL. TRASH GUARD EA 1 805.71 1 $805.71
<br /> 29 CLASS III RANDOM RIPRAP CY 5 125.00 4.1 $512.50
<br /> 30 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 380 1.75 $0.00
<br /> 31 COMMON EXCAVATION (EV) CY 10053 14.22 10053 $142,953.66
<br /> 32 SUBGRADE EXCAVATION (EV) CY 900 14.22 $0.00
<br /> 33 GEOTEXTILE FABRIC, TYPE V SY 11510 1.44 11510 $16,574.40
<br /> 34 SELECT GRANULAR BORROW (CV) CY 7380 11.93 6800 $81,124.00
<br /> 35 AGGREGATE BASE, CLASS 5 TN 5800 9.32 56 5056 $47,121.92
<br /> 36 AGGREGATE BASE, CLASS 5 - DRIVEWAYS TN 782 10.38 625 $6,487.50
<br /> 37 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 340 101.18 200.55 $20,291.65
<br /> 38 TYPE LV 3 NON WEARING COURSE MIXTURE (8) TN 1200 63.15 1198.16 $75,663.80
<br /> 39 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2014 TN 900 66.46 $0.00
<br /> 40 BITUMINOUS MATERIAL FOR TACK COAT - 2014 GAL 759 2.93 100 $293.00
<br /> 41 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS
<br /> WEAR - 2014 LF 1710 4.49 $0.00
<br /> 42 B618 CONCRETE CURB AND GUTTER LF 5440 9.11 5406 $49,248.66
<br /> 43 6" CONCRETE DRIVEWAY PAVEMENT SY 390 42.39 30 204 $8,647.56
<br /> 44 MILL BITUMINOUS CONSTRUCTION JOINT LF 160 2.40 $0.00
<br /> 45 TOPSOIL BORROW (LV) CY 665 0.01 316 $3.16
<br /> 46 SODDING, LAWN TYPE SY 12090 6.07 6385 6385 $38,756.95
<br /> 47 CONSTRUCT RAIN GARDEN SF 6100 5.59 5795 $32,394.05
<br /> 48 PROTECTION OF CATCH BASIN IN STREET EA 10 125.00 9 $1,125.00
<br /> 49 STREET SWEEPER (PICKUP BROOM W /OPERATOR) HR 10 125.00 2 12 $1,500.00
<br /> TOTAL PART IA: CENTER OAKS 2 AREA STREET IMPROVEMENTS $681,968.34
<br /> PART 113: CENTER OAKS 2 AREA STREET IMPROVEMENTS
<br /> 50 CONNECT TO EXISTING 12" WATERMAIN EA 2 2072.70 2 $4,145.40
<br /> 51 12" PVC C900 WATER MAIN, DR 18 LF 2100 35.77 2075 $74,222.75
<br /> 52 6" PVC C900 WATER MAIN, DR 18 LF 800 23.84 734 $17,498.56
<br /> 53 12" BUTTERFLY VALVE AND BOX EA 6 1786.28 6 $10,717.68
<br /> 54 6 GATE VALVE AND BOX EA 1 1350.58 1 $1,350.58
<br /> 55 HYDRANT WITH VALVE EA 6 4520.65 6 $27,123.90
<br /> 56 DUCTILE IRON FITTINGS LB 2600 6.98 80 2043 $14,260.14
<br /> 57 CONNECT WATER SERVICE TO EXISTING PLUMBING
<br /> INSIDE HOME EA 18 879.38 4 $3,517.52
<br /> 58 1" CORPORATION STOP WITH 12" SADDLE EA 20 207.75 20 $4,155.00
<br /> 59 1" CORPORATION STOP WITH 6" SADDLE EA 16 181.23 16 $2,899.68
<br /> 60 1" CURB STOP AND BOX EA 36 254.53 36 $9,163.08
<br /> 61 1" WATER SERVICE - MAIN TO CURB STOP LF 1800 19.08 1636 $31,214.88
<br /> 62 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP
<br /> TO HOME LF 630 50.23 2010 $100,962.30
<br /> 63 INSULATION, 4" THICK SY 290 38.82 275.4 $10,691.03
<br /> TOTAL PART 1B: CENTER OAKS 2 AREA STREET IMPROVEMENTS $311,922.50
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