2013-07-10 CC Set Agenda w/Handouts

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Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1A: CENTER OAKS 2 AREA STREET IMPROVEMENTS 1 MOBILIZATION LS 1 54172.50 0.4 0.9 $48,755.25 2 TRAFFIC CONTROL LS 1 2826.75 0.4 0.9 $2,544.08 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 220 30.89 58.54 $1,808.30 4 SILT FENCE LF 500 2.80 72 452 $1,265.60 5 BIOLOGS LF 40 6.69 226 256 $1,712.64 6 TEMPORARY MAILBOXES LS 1 2044.80 1 $2,044.80 7 REMOVE BITUMINOUS PAVEMENT SY 10040 3.14 9853 $30,938.42 8 REMOVE CONCRETE CURB AND GUTTER LF 5450 1.60 5548 $8,876.80 9 REMOVE BITUMINOUS DRIVEWAY SY 2370 2.34 $0.00 10 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 470 6.39 $0.00 11 SALVAGE AND REINSTALL SIGN EA 8 90.53 $0.00 12 SALVAGE AND REINSTALL MAIL BOX EA 39 41.54 19 $789.26 13 SALVAGE AND REINSTALL IRRIGATION LINES LF 200 10.50 $0.00 14 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 133.13 $0.00 15 ADJUST EXISTING SANITARY SEWER MANHOLE RINGS AND CASTING EA 9 300.00 $0.00 16 RECONSTRUCT EXISTING SANITARY SEWER MANHOLE LF 9.5 285.00 $0.00 17 ADJUST EXISTING CATCH BASIN CSATING AND RINGS EA 6 150.00 $0.00 18 RECONSTRUCT EXISTING STORM MANHOLE EA 2 350.00 $0.00 19 EXTERNAL MANHOLE SEAL EA 24 236.53 $0.00 20 SAWING BITUMINOUS PAVEMENT LF 650 3.25 $0.00 21 SAWING CONCRETE PAVEMENT LF 130 4.75 $0.00 22 CONNECT DRAIN TILE TO EXISTING STORM SEWER STRUCTURE EA 13 125.00 7 7 $875.00 23 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 450.00 1 1 $450.00 24 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 5480 2.19 4500 4500 $9,855.00 25 12" RCP STORM SEWER, CLASS 5 LF 380 34.05 378 378 $12,870.90 26 2'X T CATCH BASIN EA 2 1343.00 2 2 $2,686.00 27 4' DIA CATCH BASIN MANHOLE EA 3 1583.00 3 3 $4,749.00 28 12" RCP FLARED END SECTION, INCL. TRASH GUARD EA 1 805.71 1 1 $805.71 29 CLASS III RANDOM RIPRAP CY 5 125.00 5 5 $625.00 30 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 380 1.75 $0.00 31 COMMON EXCAVATION (EV) CY 10053 14.22 9000 9000 $127,980.00 32 SUBGRADE EXCAVATION (EV) CY 900 14.22 $0.00 33 GEOTEXTILE FABRIC, TYPE V SY 11510 1.44 10500 10500 $15,120.00 34 SELECT GRANULAR BORROW (CV) CY 7380 11.93 6800 6800 $81,124.00 35 AGGREGATE BASE, CLASS 5 TN 5800 9.32 5000 5000 $46,600.00 36 AGGREGATE BASE, CLASS 5 - DRIVEWAYS TN 782 10.38 $0.00 37 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 340 101.18 $0.00 38 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1200 63.15 $0.00 39 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2014 TN 900 66.46 $0.00 40 BITUMINOUS MATERIAL FOR TACK COAT - 2014 GAL 759 2.93 $0.00 41 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR - 2014 LF 1710 4.49 $0.00 42 8618 CONCRETE CURB AND GUTTER LF 5440 9.11 $0.00 43 6" CONCRETE DRIVEWAY PAVEMENT SY 390 42.39 $0.00 44 MILL BITUMINOUS CONSTRUCTION JOINT LF 160 2.40 $0.00 45 TOPSOIL BORROW (LV) CY 665 0.01 $0.00 46 SODDING, LAWN TYPE SY 12090 6.07 $0.00 47 CONSTRUCT RAIN GARDEN SF 6100 5.59 $0.00 48 PROTECTION OF CATCH BASIN IN STREET EA 10 125.00 9 $1,125.00 49 STREET SWEEPER (PICKUP BROOM W /OPERATOR) HR 10 125.00 4 4 $500.00 TOTAL PART 1A: CENTER OAKS 2 AREA STREET IMPROVEMENTS $404,100.76 PART 16: CENTER OAKS 2 AREA STREET IMPROVEMENTS 50 CONNECT TO EXISTING 12" WATERMAIN EA 2 2072.70 2 $4,145.40 51 12" PVC C900 WATER MAIN, DR 18 LF 2100 35.77 1389 $49,684.53 52 6" PVC C900 WATER MAIN, DR 18 LF 800 23.84 680 $16,211.20 53 12" BUTTERFLY VALVE AND BOX EA 6 1786.28 6 $10,717.68 54 6" GATE VALVE AND BOX EA 1 1350.58 1 1 $1,350.58 55 HYDRANT WITH VALVE EA 6 4520.65 4 $18,082.60 56 DUCTILE IRON FITTINGS LB 2600 6.98 1523 $10,630.54 57 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE HOME EA 18 879.38 $0.00 58 1" CORPORATION STOP WITH 12" SADDLE EA 20 207.75 7 20 $4,155.00 59 1" CORPORATION STOP WITH 6" SADDLE EA 16 181.23 1 16 $2,899.68 I 193801520REQ2 bsm 1 /