|
Contract Unit Current Quantity Amount
<br /> No. Item Unit Quantity Price Quantity to Date to Date
<br /> 52 TYPE LV4 WEARING COURSE MIXTURE (B) - DRNEWAYS TN 225 77.00 28g,27 $22,273,79
<br /> 53 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 3975 47.50 3081 $I46,347.50
<br /> 54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2850 48.00 3126.81 $150,086.88
<br /> 55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 1.75 1650 $2,887.50
<br /> 56 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS
<br /> WEAR COURSE - 2009 LF 6700 1J0 5Z29 $8,889.30
<br /> 57 CONCRETE CURB AND GUTTER LF 2250 14.00 3000 $42,000.00
<br /> 58 CURB REINFORCEMENT BARS, NO. 4 LF 1120 0.50 540 $270.00
<br /> 59 6" CONCRETE DRNEWAY PAVEMENT SY 55 40.00 112 $4,480.00
<br /> � 60 TOPSOIL BORROW (LV) CY 400 12.00 192 $2,304,00
<br /> 61 SODDING, LAWN TYPE SY 2300 4.00 1770 $7,080.00
<br /> 62 TURF RQNFORCEMENT MAT SY 50 12.50 40 $500.00
<br /> 63 TRANSPLANT TREE - PINE EA 7 150.00 $0.00
<br /> 64 TRANSPLANT TREE - DECIDUOUS EA 1 150.� 1 $150.00
<br /> 65 SEGMENTAL RETAINING WALL SF 1750 17.00 $0.00
<br /> 66 CONSTRUCT RAIN GARDEN SF 8500 3.75 7478 $28,042.50
<br /> (7 SEEDING, INCL. MNDOT SEED MIX 270 AND EROSION
<br /> CONTROL BLANKEf, CATERGORY 3, BIODEGRADABLE
<br /> NEITING SY 950 1.90 1437 $2,730.30
<br /> (�g DITCH IXCAVATION - 73RD STREET, NORTH OF
<br /> IXISTING FLARED END SECTION LF 50 33.00 61 $2,013.00
<br /> 69 CATCH BASIN PROTECTION EA 18 50.00 18 $900.00
<br /> 70 STREEr SWEEPER (PICKUP BROOM W/OPERATOR) HR 35 80.00 26 $2,080.00
<br /> TOTAL PART 2- TYPE III & N IMPROVEMENTS: $930,253.83
<br /> PART 3- TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRNE, AND
<br /> FOX RUN AREAS: ,
<br /> 71 REMOVE BITUMINOUS PAVEMENT SY 1975 3.00 3365 $10,095.00
<br /> 72 REMOVE CONCR�E CURB AND GUTTER LF 750 4.00 1494 $5,976.00
<br /> 73 REMOVE BITUMINOUS DRNEWAY SY 150 4.00 288 $1,152.00 I
<br /> 74 REMOVE BIfUMINOUS PATH SY 20 4.00 9.8 $39.20
<br /> 75 REMOVE STORM SEWER PIPE LF 80 8.00 $0.00
<br /> 76 SALVAGE AND REINSTALL IRRIGATION LiNES LF 100 3.00 $0.00
<br /> 77 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 80.00 1 $80.00 I
<br /> 78 BOLT REPLACEMENT - HYDRANT AND GATE VALVE FA 9 1100.00 8 $8,800.00
<br /> 79 BOLT REPLACEMENT - GATE VALVE EA 9 500.00 10 $5,000.00
<br /> 80 SALVAGE AND REINSTALL MAILBOX EA 5 100.00 $0.00
<br /> 81 ADJUST DQSTING VALVE BOX EA 9 400.00 8 $3,200.00
<br /> 82 ADJUST DQSTING SANITARY SEWER MANHOLE FRAME
<br /> AND RING G45TING EA 13 500.00 14 $7,000.00
<br /> $3 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME
<br /> AND RING CASTING EA 3 300.00 6 $1,800.00
<br /> 84 ADJUST DQSTING STORM SEWER CATCHBASIN
<br /> MANHOLE FRAME AND RING CASTING EA 6 600.00 6 $3,600.00
<br /> 85 GROUT E�QSTING STRUCTURE, INCL. DOGHOUSES,
<br /> INVERTS, BENCHES EA 5 300.00 9 $2,700.00
<br /> 86 SAWING BTfUMINOUS PAVEMENT LF 1500 3.00 2720 $8,160.00
<br /> 87 MILL BITUMINOUS CONSTRUCTION ]OINT LF 185 3.00 132 $396.00
<br /> 88 EDGE MILL BITUMINOUS 6' WIDE I.F 7850 0.80 6707 $5,365.60
<br /> 89 CLEAN DQSTING STORM PIPE LF 200 5.00 136 $680.00
<br /> 90 CONNECT DRAINTILE TO IXISTING STORM STRUCTURE EA 14 160.00 8 $1,280.00
<br /> 91 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
<br /> SOCK WRAP LF 300 3.00 180 $540.00
<br /> 92 COMMON IXCAVATION (EV) - STORM SEWER CROSSINGS CY 5500 0.01 1156 $11.56
<br /> 93 SUBGRADE IXCAVATiON (EV) CY 1200 7.00 297.69 $2,083.83
<br /> 94 GEOTFX'RLE FABRIC, IYPE V SY 1750 1.40 1979 $2,770.60
<br /> 95 SELECT GRANULAR BORROW (C1n CY 350 18.00 901 $16,218.00
<br /> 96 AGGREGATE BASE, CLASS 5 TN 950 15.00 978 $14,670.00
<br /> 97 AGGREGATE BASE, CLASS 5- SIDEWALKS AND
<br /> DRNEWAYS TN 75 22.00 970 $21,340.00
<br /> 98 7YPE LV4 WFARING COURSE MIXTURE (B) - DRNEWAYS TN 30 82.00 37 $3,034.00
<br /> 99 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON
<br /> WEARING COURSE MIXTURE (B) TN 575 61.00 520.39 $31,743.79
<br /> 100 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1475 48.00 593.39 $28,482.72
<br /> 101 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 875 1.75 500 $875.00
<br /> 102 CONCRETE CURB AND GUITER LF 750 14.00 1494 $20,916.00
<br /> 103 CURB REINFORCEMENT BARS, NO. 4 LF 300 0.50 180 $90.00 '-��
<br /> 61609170REQ10Final.xlsm �e-�� C. � r
<br /> _�
<br />
|