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<br /> Contract Unit Current Quantity Amount <br />No. Item Unit Quantity Price Quantity to Date toOate <br />47 TOLERANCE ClASI I. TVPE IV IMPROVfMENTS ONl Y If 6100 110 1760 2760 S6.900 00 <br />48 IUBGRADE PREPARATION - STREET SV 10900 001 4996 \49 96 <br />'9 GEOTEXTIlE fABRIC. T'iPE V 5'1 10900 140 1294 8000 \11.20000 <br />50 5flECT GRANULAR 80RROW (CV) U 7000 1200 350 J600 143.10000 <br />Ii AGGREGA TE BAlE, ClASS S TN 1110 800 2943 S7J7 145,89600 <br />52 TYPE lV4 WEARING COURSE MIXTURE (B) DRIVEW4V\ TN m 77 00 1000 <br />IJ TYPE lV 3 NON WEARING COURSE MIXTURE (B) TN J975 4J 50 1000 <br />54 TVPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2B50 4B 00 1000 <br />55 BITUMINOUS MATERIAL fOR TACK COAT- 2009 GAL 18S0 171 1000 <br />Se SAW AND lEAL TRANSVERSE JOINT51N BITUMINOUS WfAR <br /> COURSE - 2009 Lf 6JOO I JO 1000 <br />5J CONCRETE CURB AND GUTTER LF 2250 1400 2106 129,484 00 <br />S8 CURB REINfORCEMENT BAR5, NO 4 If 1120 050 240 112000 <br />59 6"' CONCRETE DRIVEWAV PAVEMENT SY S5 4000 2S \1.00000 <br />60 TOPSOIL BORROW (I V) CV 400 1200 112 112 11.34400 <br />61 SODDING. LAWN TYPE SY 2300 400 463 46J 11.85200 <br />62 TURf REINfORCEMENT MAT SV SO 12 SO 10 00 <br />63 TRANSPLANT TREE"' PINE EA 7 15000 SO 00 <br />64 TRANSPLANT TREE - DECIDUOUI EA 1 15000 115000 <br />65 SEGMENTAL RETAINING WAll Sf 1750 T700 !O 00 <br />66 CONSTRUCT RAIN GARDEN Sf BSOO 371 7400 7400 \11.750.00 <br />67 IEfOING, INCL MNDOT SEED MIX 270 AND EROSION CONTROL <br /> BLANKET, CATERGORY 3, BIODEGRADABLE NETTING SY 910 190 $000 <br />68 DITCH EXCAVATION - J3RD STREET, NORTH OF EXISTING <br /> fLARED END SECTION Lf 10 J300 SO 00 <br />69 CATCH BASIN PROTECTION EA 18 1000 10 18 $90000 <br />70 STREET SWEEPER (PICKUP BROOM WfOPERA TOR) HR 31 8000 10 125 l1. 000 00 <br /> TOTAl PART I - TYPE III & IV IMPROVEMENTS. 1.380,753 II <br /> PART 3 . TYPE V IMPROVEMENTS. CLEAR RIDGE. GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, <br /> AND FOX RUN AREAS: <br />71 REMOVE BITUMINOUS PAVEMENT 5Y 1971 J 00 lIDO $4,50D 00 <br />72 REMOVE CONCRfTf CURB AND GUTTER IF 710 4 DO 237 237 S948 00 <br />73 REMOVE BITUMINOUS DRIVEWAY SY lID 400 SO 00 <br />74 REMOVE BITUMINOUS PATH SY 20 400 SO 00 <br />II REMOVE STORM SEWER PIPE Lf 80 800 SDOD <br />76 SALVAGE AND REINSTALL IRRIGATION liNES IF 100 300 $000 <br />77 SALVAGE AND REINSTALL IRRIGATION HEADS EA I 8000 SO 00 <br />78 BOLT REPLACEMENT. HVDRANT AND GATE VALVE EA 9 110000 8 S8. 80000 <br />79 BOLT REPLACEMENT - GATE VALVE EA 9 100 00 9 14. IDa 00 <br />80 SALVAGE AND REINSTALL MAilBOX EA I 10000 SOOO <br />81 AD;UST [XiS~:NG VAtVE sox EA 9 40000 SOOO <br />82 ADJUST EXISTING IANITARY SEWER MANHOLE FRAME AND <br /> RING CA5TING EA 13 500 00 1000 <br />83 ADJU5T EXISTING lTORM SEWER CATCH8A51N fRAME AND <br /> RING CASTING EA J 300 00 1000 <br />84 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE <br /> fRAME AND RING CASTING EA 6 600 00 SO 00 <br />81 GROUT EXISTING STRUCTURE, INCL DOGHOUSEI, INVERTS, <br /> BENCHEI EA 5 300 00 J76 l7b S'11,800 00 <br />B6 SAWING BlTUMINOUI PAVEMENT If 1\00 loo SO 00 <br />87 MilL BITUMINOUI CONSTRUCTION IOINT IF 185 300 1000 <br />88 EDGE Mill BITUMINOUI 6' WIDE If 7810 080 $000 <br />89 ClEAN EXISTING lTORM PIPE If 200 500 $000 <br />90 CONNECT DRAINlIlE TO EXISTING STORM STRUCTURE EA 14 160 00 SO 00 <br />91 4" PERfORATED POI VETHYlENE DRAINlIlE PIPE WITH lOCK <br /> WRAP Lf 100 lOO 14'1 1423 00 <br />92 COMMON EXCAVATION (EV). STORM SEWER CHOSSINGS CY 1500 001 li56 S 1; 16 <br />93 IU8GRADE EXCAVATION (EVI CY 1200 70D iO DO <br />!Jl030917(*E04 ><IS <br />