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Bidder No. 6 Bidder No. 8
<br /> BID TABULATION Tower Asphalt Inc TAScNhky8 Sons Inc
<br /> 1 Ihm
<br /> New Item Units Qty Unit Rice Total Unit PI102 Total
<br /> 29 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 3425.00 5425.00 5221.45 5221.45
<br /> 30 CONNECT TO EXISTING RCP STORM SEWER EA 5 5350.00 51,750.00 3257.50 31,287.50
<br /> 31 INSTALL 18" TRASH GUARD ON EXISTING FLARED
<br /> END SECTION EA 1 3375.00 3375.00 3395.52 5395.52
<br /> 32 15" RCP FLARED END SECTION, INCL. TRASH
<br /> GUARD EA 2 5825.00 51,650.00 3808.55 31,617.10
<br /> 33 12° RCP STORM SEWER, CLASS 5 LF 135 529.00 33,915.00 322.66 33,059.10
<br /> 34 15" RCP STORM SEWER, CLASS 5 LF 365 330.00 310,950.00 325,75 59,398.75
<br /> 35 18" RCP STORM SEWER, CLASS 5 LF 48 532.00 51,536.00 529.87 31,433.76
<br /> 36 CLASS III RANDOM RIPRAP CY 70 380.00 35,600.00 $87.55 36,128.50
<br /> 37 2' X 3' CB, INCL R- 3067 -V CSTG AND CONC ADJ
<br /> RINGS EA 3 31,450.00 34,350.00 51,633.58 34,900.74
<br /> 38 4' DIA STORM SEWER CBMH, INCL R-3067 -V CSTG
<br /> AND CONC ADJ RINGS EA 7 51,925.00 513,475.00 52,003.35 514,023.45
<br /> 39 CONSTRUCT 4' DIA CBMH OVER EXISTING STORM
<br /> SEWER PIPE, INCL. R- 3067 -V CSTG AND CONC ADJ
<br /> RINGS EA 1 32,295.00 32,295.00 32,11150 32,111.50
<br /> 40 CONNECT DRAINTILE TO EXISTING STORM
<br /> STRUCTURE EA 42 585.00 33,570.00 5123.60 55,191.20
<br /> 41 4" PERFORATED POLYETHYLENE DRAINTILE PIPE
<br /> WITH SOCK WRAP LF 3500 32.20 37,700.00 36.18 321,630.00
<br /> 42 4" PERFORATED POLYETHYLENE DRAINTILE PIPE
<br /> WITH COARSE FILTER AGGREGATE, GEOTEXTILE
<br /> WRAP, AND SOCK WRAP LF 12400 35.40 366,960.00 39.79 5121,396.00
<br /> 43 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
<br /> STORM SEWER LF 300 $4.25 31,275.00 34.12 31,236.00
<br /> 44 COMMON EXCAVATION (EV) CY 5000 56.80 534,000.00 38.24 341,200.00
<br /> 45 COMMON EXCAVATION (EV) - STORM SEWER
<br /> CROSSINGS CY 4500 56.80 330,600.00 38.24 537,080.00
<br /> 46 SUBGRADE EXCAVATION (EV) CY 2000 56.80 313,600,00 38.24 316,480.00
<br /> 47 TOLERANCE CLASS 5 - TYPE IV IMPROVEMENTS
<br /> ONLY LF 6500 30.92 55,980,00 50.82 35,330.00
<br /> 48 SUBGRADE PREPARATION - STREET SY 10900 30.40 34,360.00 $0.57 36,213.00
<br /> 49 GEOTEXTILE FABRIC, TYPE V SY 10900 32.05 322,345.00 $1.70 318,530.00
<br /> 50 SELECT GRANULAR BORROW (CV) CY 7000 39.95 569,650.00 39.48 366,360.00
<br /> 51 AGGREGATE BASE, CLASS 5 TN 5150 35.95 330,642.50 39.79 150,418.50
<br /> 52 TYPE LV4 WEARING COURSE MIXTURE (8) -
<br /> DRIVEWAYS TN 225 555.00 312,375.00 376.22 317,149.50 .
<br /> 53 TYPE LV 3 NON WEARING COURSE MIXTURE (6) TN 3975 551.30 3203,917.50 856.65 5225,183.75
<br /> 54 TYPE LV 3 WEARING COURSE MIXTURE (8) - 2009 TN 2850 552.20 5148,770.00 556.65 3161,452.50
<br /> 55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 31.00 51,850.00 32.32 34,292.00
<br /> 56 SAW AND SEAL TRANSVERSE JOINTS IN
<br /> BITUMINOUS WEAR COURSE - 2009 LF 6700 31.62 310,854.00 31.60 310,720.00
<br /> 57 CONCRETE CURB AND GUTTER LF 2250 314.95 333,637.50 315.40 334,650.00
<br /> 58 CURB REINFORCEMENT BARS, NO. 4 LF 1120 50.65 5728.00 50.72 3806.40
<br /> 59 6" CONCRETE DRIVEWAY PAVEMENT SY 55 345.25 32,486.75 551.50 52,832.50
<br /> 60 TOPSOIL BORROW (LV) CY 400 315.00 36,000.00 510.30 54,120.00
<br /> 61 SODDING, LAWN TYPE 5Y 2300 52.65 36,095.00 32.42 35,566.00
<br /> 62 TURF REINFORCEMENT MAT SY 50 330.00 51,500.00 312.88 5644.00
<br /> 00001609170087 -4s BT-8
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