|
<br /> Contract Unil Current Quanlily Amount
<br />No, Ilem Unit Quanlily Price Quanlily to Date to Date
<br />53 TYPE LV 3 NON WEARING COURSE MiXTURE (B) TN 3975 47.50 $000
<br />54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2850 48,00 5000
<br />55 .8ITUMINOUS MATERIAL fOfl TACK COAT. 2009 GAL 1850 1.75 $0,00
<br />56 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR COURSE - 2009 Lf 6700 1.70 $0,00
<br />57 CONCRETE CURB AND GUTIER Lf 2250 14,00 $0,00
<br />58 CUR8 REINfORCEMENT BARS, NO, 4 Lf 1120 0,50 $0,00
<br />59 6" CONCRETE DRIVEWAY PAVEMENT SY 55 40,00 $0,00
<br />60 TOPSOIL80RROW (LV) CY 400 12,00 $000
<br />61 SODDING, LAWN TYPE SY 2300 4,00 $0,00
<br />62 TURf REINfORCEMENT MAT SY 50 12,50 $000
<br />63 TRANSPLANT TREE. PINE EA 7 150,00 $0,00
<br />64 TRANSPLANT TREE. DECIDUOUS EA 1 150.00 $000
<br />65 SEGMENTAL RETAINING WALL Sf 1750 17.00 $0,00
<br />66 CONSTRUCT RAIN GARDEN Sf 8500 3,75 $0,00
<br />67 SEEDING, INCt. MNDOT SEED MIX 270 AND EROSION CONTROL BLANKET, SY 9S0 1.90 $0,00
<br /> CATERGORY 3, BIODEGRADABLE NETTING
<br />68 DITCH EXCAVATION. 73RD STREET, NORTH Of EXISTING fLARED END SECTION Lf SO 33.00 $0,00
<br />69 CATCH BASIN PROTECTION EA 18 50,00 8 8 $400 00
<br />70 STREET SWEEPER (PICKUP BROOM WfOPERATOR) HR 3S 80,00 $0,00
<br /> TOTAL PART 2 - TYPE III & IV IMPROVEMENTS: $13,35000
<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 100 $0,00
<br />72 REMOVE CONCRETE CURB AND GUTIER Lf 750 4,00 $D,OO
<br />73 REMOVE BITUMINOUS DRIVEWAY SY 150 4,00 $0,00
<br />74 REMOVE BITUMINOUS PATH SY 20 4.00 $0,00
<br />75 REMOVE STORM SEWER PIPE Lf 80 8,00 $0,00
<br />76 SALVAGE AND REINSTALL IRRIGATION LINES Lf 100 100 $0,00
<br />77 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 80,00 $0,00
<br />78 BOLT REPLACEMENT. HYDRANT AND GATE VALVE EA 9 1100,00 $000
<br />79 BOLT REPLACEMENT. GATE VALVE EA 9 500,00 $000
<br />80 SALVAGE AND REINSTALL MAilBOX EA 5 100,00 $0,00
<br />81 ADJUST EXISTING VALVE BDX EA 9 400,00 $0,00
<br />82 ADJUST EXISTING SANITARY SEWER MANHOLE fRAME AND RING CASTING EA 13 500,00 $DOO
<br />83 ADJUST EXISTING STORM SEWER CATCHBASIN fRAME AND RING CASTING EA 3 300,00 $0,00
<br />84 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE fRAME AND RING EA 6 600,00 $0,00
<br /> CASTING
<br />85 GROUT EXISTING STRUCTURE, INCl, DOGHOUSES, INVERTS, BENCHES EA 5 300,00 $DOO
<br />86 SAWING BITUMINOUS PAVEMENT Lf 1500 3,00 $DOO
<br />87 Mill BITUMINOUS CONSTRUCTION JOINT If 185 100 $0,00
<br />88 EDGE Mill BITUMINOUS 6' WIDE If 7850 0,80 $0,00
<br />89 CLEAN EXISTING STORM PIPE Lf 200 5,00 $0,00
<br />90 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 14 160,00 $0,00
<br />91 4" PERfORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP Lf 300 3,00 $0,00
<br />92 COMMON EXCAVATION (EV). 5TORM SEWER CROSSINGS CY 5500 0,01 $0,00
<br />93 SUBGRADE EXCAVATION (EV) CY 1200 7,00 $0,00
<br />94 GEOTEXTILE fABRIC, TYPE V SY 1750 140 $0,00
<br />95 SElECT GRANULAR BORROW (CV) CY 350 18.00 $0,00
<br />96 AGGREGATE BASE, ClASS S TN 950 15,00 $0,00
<br />97 AGGREGATE BASE, ClASS 5 . SIDEWALKS AND DRIVEWAYS TN 75 22.00 $0,00
<br />98 TYPE LV4 WEARING COURSE MIXTURE (B). DRIVEWAYS TN 30 82,00 $000
<br />99 BITUMINOUS PATCHING. STREET, TYPE lV 3 NON WEARING COURSE MIXTURE (B) TN 515 61,00 $0,00
<br />100 TYPE lV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1415 48,00 $0,00
<br />101 81TUMINOUS MATERIAL fOR TACK COAT. 2009 GAL 875 175 $0,00
<br />102 CONCRETE CURB AND GUTTER If 750 14,00 $0,00
<br />103 CURB REINfORCEMENT BARS, NO, 4 Lf 300 0.50 $0,00
<br />104 6" CONCRETE PEDE5TRIAN RAMP SY 10 41.00 $0,00
<br />105 4" CONCRETE SIDEWALK SY 130 21,00 $0,00
<br />106 TRUNCATED DOME PANEL Sf 12 40,00 $0,00
<br />61609170RE01.Jds
<br /> 34
<br />
|