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<br /> Contract Unit Curr@nt. Quantity Amount <br />No. It@1n Unit Quantity Pric@ Quantity tD Date to Dat@ <br /> PART 1 - PROJECT MANAGEMENT: <br />1 MOBI1I2ATION LI 71000 00 02 05 1j75[)() 00 <br />2 TRAFfiC CONTROL L5 4000 00 02 05 12.00000 <br /> TOTAL PART 1 . PROJECT MANAGEMEN1 I 19. \0000 <br /> PART 2A- TYPE I. II. AND III IMPROVEMENTS - PEL TIER LAKE DR & CENTERVllLE RD AREAS: <br />3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 1\0 500 105 152\ 00 <br />4 FLOTATION SILT CURTAIN LF 215 800 190 11.52000 <br />5 SILT FENCE. MACHINE SLICED If 3050 100 782 1782 00 <br />6 TEMPORARY MAILBOXES LS 1 75000 1 $75000 <br />7 DEWATERING lS 1 001 1 1001 <br />8 REMOVE BITUMINOUS PAVEMENT 51 14500 100 2B91 12913 \12.913 00 <br />9 REMOVE CONCRETE CURB AND GUTTER IF 100 600 112 112 1671 00 <br />10 REMOVE BITUMINOUS DRIVEWAY SY 1425 300 1000 <br />11 REMOVE CONCRETE DRIVEWAY PAVEMEN1 5Y 800 4QO SO 1200 00 <br />12 REMOVE FENCE If 250 200 189 137800 <br />13 REMOVE WOOD WEIR EA 1 300 00 1000 <br />14 REMOVE SANITARY SEWER PIPE If 500 300 20 529 \1.58700 <br />15 REMOVE SANITARY SEWER SERVICE PIPE IF 400 300 SO 113 1339.00 <br />16 REMOVE STORM SEWER PIPE IF 700 700 569 13.98300 <br />17 REMOVE fLARED END stCTION EA 2 200 00 1 120000 <br />18 RE MOVE WATER MAIN IF SO 500 17 \13500 <br />19 REMOVE TREE EA 30 100 00 30 13,000 00 <br />20 REMOVE ITORM SEWER CATCH BASIN MANHOlE EA B 30000 2 8 \2.40000 <br />21 REMOVE STORM SEWER CA 1CH BASIN EA 2 300 00 1 2 $600 00 <br />22 SALVAGE AND REINSTAll MAilBOX EA 65 5000 33 51.65000 <br />23 SALVAGE GATE VALVE AND BOX EA 1 300 00 \000 <br />24 SALVAGE HYDRANT, GATE VALVE, 8" X b" TEE. ~.ND PLUG EA 1 600 00 1 160000 <br />25 IAlVAGE HYDRANT. VALVE. AND 8" X 6" REDUCER EA 1 600 00 1 1600 00 <br />26 REINITALl SALVAGED HYDRANT AND VALVE EA 2 800 DO ) 51.60000 <br />27 SALVAGE AND REINITAIlSIGN EA 25 BS 00 SO 00 <br />28 SALVAGE AND REINSTAll IRRIGATION LINES IF 1500 300 $000 <br />79 SALVAGE AND REINSTALL IRRIGATION HEADS EA 30 6000 5000 <br />30 ADJUST EXISTING CURB BOX EA 8 5000 \000 <br />31 ADJUST EXISTING VALVE BOX EA ) bOO 00 5000 <br />32 ADJUST EXISTING SANITARY SEWER MANHOLE fRAME AND <br /> RING CASTING EA 3B 400 00 1000 <br />33 ADJUST EXISTING lTORM SEWER MANHOLE fRAME AND RING <br /> CASTING EA 1 600 DO SO 00 <br />34 R 1914-A CASTING PLACED IN PATHWAY OR SIDEWALK EA 8 30000 \000 <br />35 RECONSTRUCT EXISTING VAlVE BOX EA 1 300 DO 5000 <br />36 RECONSTRUCT SANITARY IEWER MANHOI f IF 14 300 00 $0 00 <br />37 RECONSTRUCT SANITARY SEWER OUTSIDE DROP If 10 800 DO 05 \40000 <br />38 GROUT EXISTING STRUCTURE, INCl DOGHOUSES. INVERTS, <br /> BENCHES EA 10 9000 1000 <br />39 SAWING BITUMINOUS PAVEMENT If 1675 400 $000 <br />40 SAWING CONCRETE PAVEMENT If 700 4 DO 22 22 \88 00 <br />41 CONNECT TO EXISTING 8- WATER MAIN EA 4 80000 1 12,40000 <br />42 B" PVC C900WATER MAIN. DR 18 If 2BOO 3000 1195 1739 582.170 DO <br />43 0" PVC C90D WATER MAIN, OR 18 LF 200 2500 24 85 \2,12500 <br />44 B" GAH VALVE AND BOX EA 5 1500 00 1 3 14.50000 <br />45 HYDRANT WITH VALVE fA 7 4000 DO 2 4 116.00000 <br />46 DUCTilE IRON fiTTINGS LS S750 220 602 4!JDO 18.BOO 00 <br />47 HYDRANT EXTENSION If 1 SOO 00 2 51.00000 <br />48 CONNECT WATER SERVICE 10 EXISTING P..I.JMBING INSIDE <br /> HOME EA 24 50000 14 14 17.00000 <br />49 '" CORPORATION SlOP WITH 8" SADDLE EA 48 30000 18 55.40000 <br />50 1 .. CURS STOP AND BOX EA 4B 30G 00 18 \S.400 00 <br />\1 I" WATER SERVICl . MAIN TO (URB \~IW Lf i 700 1400 44S 16,23000 <br /><;\6091egREO~ o\s <br />