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<br /> Contract Unit Current Quantity Amount <br />No. Item Unit Quantity Price Quantity to Date to DatE! <br />47 TOlERANCE ClASS S - TYPE IV IMPROVEMENTS ONL Y IF 6500 250 1400 4160 $10,400 DO <br />48 SUBGRADE PREPARATION - STREET SY 10900 0.01 4996 $49.96 <br />49 GEDTEXTllE FABRIC, TYPE V SY 10900 140 8000 $11,20000 <br />50 SELECT GRANULAR BORROW (CV) CY 7000 1200 400 4000 $48,000 00 <br />51 AGGREGATE BASE, ClASS 5 TN 5150 800 1263 7000 $56,00000 <br />52 TYPE lV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 225 77 00 $000 <br />53 TYPE l V 3 NON WEARING COUR5E MIXTURE (B) TN 3975 4750 1000 1000 $47,50000 <br />54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2850 4B.00 $000 <br />55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 US $0.00 <br />56 SAW AND SEAL TRANSVERSE lOINT5 IN BITUMINOUS WEAR <br /> COURSE - 2009 IF 6700 UO $0.00 <br />57 CONCRETE CURB AND GUTTER IF 2250 1400 2106 $29,48400 <br />58 CUR8 REINFORCEMENT BARS, NO.4 IF 1120 050 240 $120.00 <br />59 6" CONCRETE DRIVEWAY PAVEMENT SY 55 4000 25 $1,00000 <br />60 TOPSOIL BORROW (lV) CY 400 1200 112 $1,34400 <br />61 SODDING, LAWN TYPE SY 2300 4 DO 463 $1,85200 <br />62 TURF REINFORCEMENT MAT SY 50 12.50 $0.00 <br />63 TRANSPLANT TREE - PINE EA 7 150.00 $0.00 <br />64 TRANSPLANT TREE - DECIDUOUS EA 1 15000 $15000 <br />65 SEGMENTAL RETAINING WAll SF 1750 1700 $0.00 <br />66 CONSTRUCT RAIN GARDEN SF 8500 375 6DO 8000 $30,00000 <br />67 SEEDING, INCl MNDOT SEED MIX 270 AND EROSION CONTROL <br /> BLANKET, CATERGORY 3, 810DEGRADABLE NETTING SY 950 190 $000 <br />68 DITCH EXCAVATION - 7JRD STREET, NORTH OF EXISTING <br /> FLARED END SECTION LF 50 3iOO $000 <br />69 CATCH BASIN PROTECTION EA 18 50.00 18 $900 00 <br />70 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 35 BOOO 45 17 $1,36000 <br /> TOTAL PART 2 - TYPE III & IV IMPROVEMENTS: $515,78724 <br /> PART 3 . TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: <br />71 REMOVE BITUMINOUS PAVEMENT SY 1975 300 1500 $4,50000 <br />72 REMOVE CONCRETE CURB AND GUTTER LF 750 400 1000 1237 $4,94800 <br />73 REMOVE BITUMINOUS DRIVEWAY SY 150 4.00 $000 <br />74 REMOVE BITUMINOUS PATH SY 20 4.00 $000 <br />75 REMOVE STORM SEWER PIPE IF 80 8.00 $0.00 <br />76 SALVAGE AND REINSTALL IRRIGATION LINES IF 100 300 $0.00 <br />77 SALVAGE AND REINSTAll IRRIGATION HEADS EA 5 8000 $000 <br />78 BOlT REPLACEMENT. HYDRANT AND GATE VALVE EA 9 110000 8 $8,80000 <br />79 BOLT REPLACEMENT - GATE VALVE EA 9 500.00 9 $4,500 DO <br />80 SALVAGE AND REINSTAll MAilBOX EA 5 100 DO $000 <br />Bl ADJUST EXISTING VALVE BOX EA 9 400 00 $000 <br />82 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND <br /> RING CASTING EA 13 50000 $000 <br />83 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND <br /> RING CASTING EA 3 300 00 $000 <br />84 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE <br /> FRAME AND RING CASTING EA 6 60000 $000 <br />85 GROUT EXISTING STRUCTURE. INCl DOGHOUSES, INVERTS. <br /> BENCHES EA 5 30000 -376 $0.00 <br />86 SAWING BITUMINOUS PAVEMENT IF 1500 3 DO 376 376 $1,128 DO <br />87 Mill BITUMINOUS CONSTRUCTION JOINT IF 185 300 $000 <br />88 EDGE Mill BITUMINOUS 6' WIDE IF 7850 080 $000 <br />89 CLEAN EXISTING STORM PIPE LF 200 500 $000 <br />90 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 14 16000 $000 <br />91 4" PERFORATED POLYETHYlENE DRAINTllE PIPE WITH SOCK <br /> WRAP IF 300 300 141 $423.00 <br />92 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 5500 001 1156 $11 56 <br />93 SUBGRADE EXCAVATION (EV) CY 1200 700 $000 <br />94 GEOTEXTllE FABRIC. TYPE V SY 1750 140 1461 $2,04540 <br />61609170REQ5xls ~6 <br />