2009-08-26 CC Agenda - Laserfiche WebLink

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Contract Unit Current Quantity Amount No. Item Unit Quanlity Price Quantity to Date to Dale 94 GEOTEX11lf FABRIC. TYPE V SY 17S0 140 1461 \2.04,40 9' SELECT GRANULAR BORROW (CV) CY lSD lBOO ,,9 510,06200 96 AGGREGATf BASE, CLASS 5 TN 9'0 1,00 100 100 57,,0000 97 AGGRfGA Ff BASl. CLASS I SIDEWALKS AND Df:iVfWAYS TN 7S 22 00 SODO 98 TYPE lV4 WEARING COURst MIXTURE IB) . DRNfWAYS TN ]0 8200 10 DO 99 BITUMINOUS PATCHING. STREET, TYPE I V 3 NON WEARING COURIE MIXTURE (B) TN 51) 6100 1000 100 TYPf tv 3 WEARING COURSE MIXTURE (BI. 2009 TN 147\ 4800 SO 00 101 BITUMINOUS MATERIAL fOR TACK COAT. 2009 GAL 87S 171 10 DO 102 CONCRm CURB AND GlI11ER IF 7\0 1400 5000 103 CURB REINfORCEMENT BARS, NO 4 If 300 o SO 1000 104 6' CONCRE1E PEDESTRIAN RAMP SY 10 4100 1000 IDS 4" CONCRETE SIDEWALK IY 130 2) 00 1000 106 TRUNCATED DOME PANEL SF 12 4000 1000 107 TOPIOll BORROW (l V) CY 150 1800 5000 108 SODDING, LAWN TYPE SY 1000 500 1000 109 STREET SWEEPER (PICKUP BROOM W/OPERA TOR) HR 10 8000 5000 TOTAL PART 3 . TYPE V IMPROVEMENTS CLEAR RIDGE. GRANGE VIEW, BRIAN WAY. BRIAN DRIVE, AND fOX RUN AREAS: 1111,18996 PART 4" BACKYARD DRAINAGE IMPROVEMENTS" BRIAN DRIVE, 73RD STREET. AND QUEBEC STREET AREAS: 110 ClEAR AND GRUB AND REMOVE lANDSCAPE BRIAN DRIVE AREA lS 1 200000 12,00000 111 REMOVE TREE. QUEBEC STREET AREA EA 4 9500 1000 112 IAlVAGE AND REINsTAll IRRIGATION liNES If 200 300 1000 113 SALVAGE AND REINSTAlllRRIGAIION HEADI EA 10 8000 $000 114 SALVAGE AND REINSTAll FENCE LF 7JI 10.00 $000 115 DITCH EXCAVATION Lf 110 33 00 \000 116 CONSTRUCT 4' DIA STORM SEWER MH OVER EXI5TING STORM SEWER PIPE, INCl R.1642-B CSTG AND CONC ADJ RINGS EA 240000 ~2.400 00 117 6- PERfORATED PVC DRAINTIlE PIPE, SCHEDULE 40, WITH COARSE FIlTER AGGREGATE AND GEOTEXTIlE WRAP.. QUEBEC STREET AREA If 800 2400 780 780 118,72000 liB 0" PERFORATED PVC DRAINTIlE PIPE, SCHEDULE 40, WITH COARSE filTER AGGREGATE AND GEOTEXTIlE WRAP. BRIAN DRNE AREA If SIS 2800 50.00 119 0" PERFORATED PVC DRAINTIl[ PIPE. SCHEOUlE 40, WITH COARIE FILTER AGGREGATE AND GEOTEXTIlE WRAP. 7lRD ITREET AREA If 175 2800 175 175 \4,90000 120 0" PVC 90 DEGREE BEND EA 7 2000 8 8 110000 121 0" X 6" PVC TEE fA IV lO 00 SO 00 122 6" PVC ClEANOUT EA 2 24000 8 B 11,92000 123 0" YARD DRAIN EA 12 14000 1000 124 6" RODENlCAP EA 2 22 00 SO 00 125 5" BLACK POL YETHYlENE lAWN EDGING IF 300 100 1000 126 1 112" WASHED RNER ROCK CY 100 6000 SO 00 127 ClASS III RANDOM RIPRAP CV 10 BOOO 1000 128 TOPSOil BORROW (LV) CY 45 3000 45 45 51.35000 129 IODDING, lAWN TYPE SY 2100 400 1115 1315 15,26000 130 fiNAL GRADING AND IHAPING BACKYARDS. 73RD STREET AREA SY 450 100 157 157 515700 131 FINAL GRADING AND SHAPING BACKYARDS. QUEBEC ITREET AREA SY l1S0 100 1158 1158 1115800 " ~Z fiNAL GRADING AND S~APING BAC K~ ARDS BRIAN DRIVE AREA SY 900 100 ~OOO TOT^1 PAR1 4 . BACKYARD DRAINAGE IMPROVEMEIJ1\. BRIAN DRIVE. 73RD STREfT, AIW QUEBEC ITREET AREAl: S38,02100 6HJQ917OPEQ4 J<1~ I _