2009-08-26 CC Agenda - Laserfiche WebLink

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Contract Unit CLlrrent QLlantity Amount No. Item Unit Quantity Price Quantity toOate to Date PART 1 - PROJECT MANAGEMENT: 1 MOBILIZATION IS 22000 DC 0, 08 \ 17, 60000 2 TRAFFIC CONTROL [S 400000 02 05 \2,00000 TOTAL PART 1 PROJECT MANAGEMENT \ 1 q, 60000 PART 2 - TYPE III II IV IMPROVEMENTS: 3 TEMPORARY ROCK CONSTRUC nON ENTRANCE TN 50 1,00 \000 4 SILT FENCE. MACHINE SLICED Lf 1700 040 12S2 12,2 >SOD 80 5 REMOVE BITUMINOUS PAVEMENT SY 29300 200 1803 226,8 $4',31600 6 REMOVE CONCRETE CURB AND GUTTER iF mo 400 49, 2601 S 10,404 00 7 REMOVE BITUMINOUS DRIVEWAY SY 371 400 SOOO 8 REMOVE CONCRElE ORIVEWM PAVEMHI1 51 ,0 ,00 21 S12,OO 9 REMOVE STORM IEWER PIPE iF 100 800 1000 10 REMOVE TREE EA 10 9100 7 7 S66, 00 11 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 4 30000 2 4 11)0000 12 BOLT REPLACEMENI - HYDRANI AND GAlE VALVE EA II 1100 DO II S16,10000 13 BOlT REPLACEMENT - GATE VALVE EA 24 400 00 18 17,20000 14 SALVAGE AND REINSTALL IRRIGATION LINES LF 2,0 300 1000 15 SALVAGE AND REINIIAlllRRIGATION HEADS EA 10 8000 SO 00 16 ADIUSI EXISTING CURB BOX EA 10 11000 111000 17 ADJUST EXISlING VALVE BOX EA 23 30000 1000 18 ' ADJUST EXISTING SANITARl SEWER MANHOlE FRAME AND RING CASTING EA 39 500 00 $000 19 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 7 30000 \600 00 20 ADIUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 16 600 00 5 \3.000 00 21 RECONSI RUCT SANITARY MANHOlE LF 11 30000 4 11,20000 22 RECONSIRUCT EXISIING VALVE BOX EA 7 30000 1000 23 GROUTEXISlING STRUCTURE, INCI DOGHOU5ES, INVERTS, BENCHES EA 25 25000 1000 24 SAWING BITUMINOUS PAVEMENI LF m 300 7,3 753 12,25900 25 SAWING CONCRETE PAVEMENT IF 50 400 20 $8000 26 MILL allUMINOUS CONSIRUCTlON JOINT If 300 300 ~OOO 27 REMOVE EXISTING 18" IRASH GUARD EA 1 6000 1000 28 CLEAN EXISTING STORM PIPE LF 300 500 so 00 29 CONNECT TO EXISTING 5TORM SEWER STRuCTURE EA 1 600 00 $000 30 CONNECT 10 EXI5TING RCP SlORM SEWER EA 5 WO 00 %00 00 31 INSTAll 18" TRASH GUARD ON EXISTING FLARED END SECTION EA 1 35000 \000 32 15" RCP flARED END SECTION, INCL. TRASH GUARD EA 2 800 00 2 2 11,60000 33 12" RCP STORM SEWER, CLASS 5 LF 131 3000 128 53,84000 34 15" RCP STQPN SEWEP, Ccf,SI 5 IF 36\ jj 00 311 5 358 S 111,B30 50 35 18" RCP STORM SEWER, ClASS 5 LF 48 3600 ~OOO 36 ClASS III RANDOM RIPRAP CY 70 7000 18 18 \ 1)60 00 37 2' X 3' ca, INCl R3067-V CSTG AND CONC AD! RINGS EA 3 160000 1 3 \4,80000 3B 4' DIA STORM SEWER CBMH.INCl R-3067.V C5TG AND CONC AOJ RINGS EA 7 1 BOO 00 2 6 \10,80000 39 CONSTRUCT 4' OIA CBMH OVER EXISIING STORM SEWER PIPE, INCl R.3067.V CSTG AND CONC AD) RINGS Eft, 1 250000 1 12,50000 40 CONNECl DRAINlILE TO EXISTING SlORM STRUCTURE EA 42 18000 16 30 S5,400 00 41 4" PERfORATED POLYETHYlENE DRAINTIlE PIPE WI1H SOC( WRAP IF 3500 300 3098 59,294 00 42 4" PERfORAIED POl YElHYlENE DRAINTlLE PIPE WI1H COAPSE filTER AGGREGATE, GfOlEXllLE WRAP. AND SOCK WRAP IF 12400 800 5199 S41,592 00 43 IMPROVED PIPE FOUNOAlION, PER 6" INCREMENI- STORM SEWER IF 300 500 SO 00 44 COMMON EXCAVATIOH lEV) CY 1000 700 3B86 S27.z0200 45 COMMON EXCAVATION lEV) - STORM SEWFR CROSSiI~GS CV 4500 001 1\48 2949 S2949 46 SUBGRADE EXCAVA[IOIJ (EV) CY 2000 700 SO 00 &1BQ917(JRE~<I<<;