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PARTIAL PAYMENT ESTIMATE
<br />NO. 1
<br />FROM: October 1, 1999
<br />TO: November 19, 1999
<br />CONTRACTOR: PALDA AND SONS, INC.
<br />ADDRESS: 1462 DAYTON AVENUE. ST. PAUL, MN 55014
<br />OWNER: CITY OF LITTLE CANADA
<br />PROJECT: MAPLE LEAP COURT DRAINAGE AND UTILTIY IMPROVEMENTS
<br />COMPLETION DATE
<br />ORIGINAL:
<br />REVISED:
<br />February 29, 1999
<br />AMOUNT OF CONTRACT:
<br />ORIGINAL: 5 50960.00
<br />REVISED:
<br />SCHEOULF.1.0- PROSION CONTROL BLANKET/RIPRAP SWALE
<br />1 COMMON EXCAVATION LS
<br />2 COMMON BORROW CY
<br />3 RANDOM RIPRAP. CL Ill TN
<br />4 GEOTEXTILE BLANKET, TYPE 5 SY
<br />EROSION CONTROL BLANKET SY
<br />SEEDING ACRE
<br />7 SEED MIXTURE 90A LB
<br />6 COMMERCIAL FERTILIZER LB
<br />9 MULCH, TYPE 1 TON
<br />10 CLEARING AND GRUBBING TREE
<br />11 CLEARING AND GRUBBING SY
<br />12 BALE CHECK EA
<br />13 HEAVY DUTY SILT FENCE LF
<br />WOOD FIBER BLANKET 5Y
<br />1 11000.00 1.00 11.000,00 1.00 11,000.00 /
<br />130 8.00 0.00 0.00 0.00 0,00 /
<br />330 40,00 331,83 13,273.20 331.83 13,273,20 /
<br />560 1.00 595,00 595.00 595.00 595,00 i
<br />1000 8.00 720.00 5.760.00 720.00 5.360.00
<br />0.5 1000.00 0.35 350.00 0.35 350.00 i
<br />25 15,00 25.00 375.00 25.00 375.00 /
<br />100 3,00 100.00 300.00 100,00 300.00 /
<br />1 330.00 0.00 0.00 0.00 0.00 /
<br />27 200.00 32,00 6.400.00 32.00 5,40000'
<br />45 30.00 33,50 1,005,00 33.50 1.005,00 '
<br />2 10.00 0.00 0.00 0.00 0,00 '
<br />40 5,00 29.00 145.00 29.00 145,00 i
<br />50 5.00 1,02000 5,100.00 1,020.00 5.100.00 .4•
<br />SCHEUDLE 1.0 EROSION CONTROLBIANKETIRIPRAP SWALE ' TOTAL 44.303.20 44.303.20
<br />SCHEDULE 2.0 - CURB AND GUTTER
<br />1 BITUMINOUS PAVEMENT REMOVAL SY 50 8,50 41.00 348.50 41.00 348,50 /
<br />2 MILLING SY 50 18.00 0.00 0.00 0.00 0.00 '
<br />3 IRREGULAR IMDTH PAVING (1" THICK) SY 70 15,00 90.00 1.350.00 90,00 1,350.00 /
<br />4 8618 CONCRETE CURB AND GUTTER LE 120 20.00 120,00 2.400,00 120.00 2,100.00 1
<br />5 CLASS 5 AGGREGATE BASE TN 15 20.00 10,00 200.00 10.00 200,00 /
<br />SCHEDULE 2.0 - CURB AND GUTTER - TOTAL 4298.50 4.298.50
<br />SCHEDULE 3.0 - COUNTY ROAD 0 NORTH INLET
<br />1 BITUMINOUS PAVEMENT REMOVAL 5Y 30 10.00 13.00 130,00 13.00 130.00 /
<br />2 IRREGULAR WIDTH PAVING (1 "THICK) 5Y 90 15.00 64.00 960.00 64.00 960.00 '
<br />3 27" STRUCTURE EA 1 1200.00 1.00 1,200,00 1.00 1.200.00 /
<br />4 15' CMP LE 3 100,00 3.00 300,00 3.00 300.00 /
<br />5 CONNECT TO EXISTING STORM SEWER EA 1 250,00 1,00 250.00 1.00 250.00 /
<br />6 SODDING 5Y 20 10,00 5.00 50.00 5.00 50.00
<br />T SCHEDULE 3.0- COUNTY ROAD 0 NORTH INLET - TOTAL 2.890,00 2,890.00
<br />5044901 -0071. PAYESTI.xls
<br />Page 183
<br />CONTRACT ITEMS
<br />THIS PERIOD
<br />TOTAL TO DATE
<br />ITEM
<br />I
<br />NO.
<br />DESCRIPTION
<br />UNIT
<br />QTY.
<br />UNIT
<br />QTY. AMOUNT
<br />QTY. AMOUNT
<br />PRICE
<br />SCHEOULF.1.0- PROSION CONTROL BLANKET/RIPRAP SWALE
<br />1 COMMON EXCAVATION LS
<br />2 COMMON BORROW CY
<br />3 RANDOM RIPRAP. CL Ill TN
<br />4 GEOTEXTILE BLANKET, TYPE 5 SY
<br />EROSION CONTROL BLANKET SY
<br />SEEDING ACRE
<br />7 SEED MIXTURE 90A LB
<br />6 COMMERCIAL FERTILIZER LB
<br />9 MULCH, TYPE 1 TON
<br />10 CLEARING AND GRUBBING TREE
<br />11 CLEARING AND GRUBBING SY
<br />12 BALE CHECK EA
<br />13 HEAVY DUTY SILT FENCE LF
<br />WOOD FIBER BLANKET 5Y
<br />1 11000.00 1.00 11.000,00 1.00 11,000.00 /
<br />130 8.00 0.00 0.00 0.00 0,00 /
<br />330 40,00 331,83 13,273.20 331.83 13,273,20 /
<br />560 1.00 595,00 595.00 595.00 595,00 i
<br />1000 8.00 720.00 5.760.00 720.00 5.360.00
<br />0.5 1000.00 0.35 350.00 0.35 350.00 i
<br />25 15,00 25.00 375.00 25.00 375.00 /
<br />100 3,00 100.00 300.00 100,00 300.00 /
<br />1 330.00 0.00 0.00 0.00 0.00 /
<br />27 200.00 32,00 6.400.00 32.00 5,40000'
<br />45 30.00 33,50 1,005,00 33.50 1.005,00 '
<br />2 10.00 0.00 0.00 0.00 0,00 '
<br />40 5,00 29.00 145.00 29.00 145,00 i
<br />50 5.00 1,02000 5,100.00 1,020.00 5.100.00 .4•
<br />SCHEUDLE 1.0 EROSION CONTROLBIANKETIRIPRAP SWALE ' TOTAL 44.303.20 44.303.20
<br />SCHEDULE 2.0 - CURB AND GUTTER
<br />1 BITUMINOUS PAVEMENT REMOVAL SY 50 8,50 41.00 348.50 41.00 348,50 /
<br />2 MILLING SY 50 18.00 0.00 0.00 0.00 0.00 '
<br />3 IRREGULAR IMDTH PAVING (1" THICK) SY 70 15,00 90.00 1.350.00 90,00 1,350.00 /
<br />4 8618 CONCRETE CURB AND GUTTER LE 120 20.00 120,00 2.400,00 120.00 2,100.00 1
<br />5 CLASS 5 AGGREGATE BASE TN 15 20.00 10,00 200.00 10.00 200,00 /
<br />SCHEDULE 2.0 - CURB AND GUTTER - TOTAL 4298.50 4.298.50
<br />SCHEDULE 3.0 - COUNTY ROAD 0 NORTH INLET
<br />1 BITUMINOUS PAVEMENT REMOVAL 5Y 30 10.00 13.00 130,00 13.00 130.00 /
<br />2 IRREGULAR WIDTH PAVING (1 "THICK) 5Y 90 15.00 64.00 960.00 64.00 960.00 '
<br />3 27" STRUCTURE EA 1 1200.00 1.00 1,200,00 1.00 1.200.00 /
<br />4 15' CMP LE 3 100,00 3.00 300,00 3.00 300.00 /
<br />5 CONNECT TO EXISTING STORM SEWER EA 1 250,00 1,00 250.00 1.00 250.00 /
<br />6 SODDING 5Y 20 10,00 5.00 50.00 5.00 50.00
<br />T SCHEDULE 3.0- COUNTY ROAD 0 NORTH INLET - TOTAL 2.890,00 2,890.00
<br />5044901 -0071. PAYESTI.xls
<br />Page 183
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