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10/10/2003
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October 9, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : 2 VENDOR RANKING CALL ORDER : F02 CONTRACT ID : 1816X COUNTIES : JEFFERSON LETTING DATE : 10/09/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7048(11) ON A COUNTY ROAD NORTHWEST OF FAIRBURY. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. 2860 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 2860 THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0805 A. M. COHRON & SON, INC. $ 646,289.05 100.0000% 2 1809 CAPITAL CONTRACTORS, INC. $ 682,438.45 105.5934% 3 2860 COMMERCIAL CONSTRUCTION, INC. $ 696,797.88 107.8152% 4 0462 L. J. WEBB CONTRACTOR, INC. $ 698,978.84 108.1527% 5 2207 UNITED CONTRACTORS, INC. $ 704,104.02 108.9457% 6 1742 HERBST CONSTRUCTION, INC. $ 723,684.67 111.9754% 7 2017 BRB CONTRACTORS, INC. $ 753,281.78 116.5549% 8 0137 JUDDS BROS. CONSTRUCTION CO. $ 821,718.09 127.1441% NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1816X COUNTIES : JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 1809 |( 3 ) 2860 |COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 9+05.26 1-33.53 M & 2-27.43 M SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0001 0001.10 2400.000 BDAY| 1.22000 2928.00| 1.20000 2880.00| 1.20000 2880.00 BARRICADE, TYPE III | | | 0002 0001.90 1920.000 EACH| 0.76000 1459.20| 0.75000 1440.00| 0.75000 1440.00 SIGN DAY | | | 0003 0001.99 1440.000 EACH| 0.86000 1238.40| 0.85000 1224.00| 0.85000 1224.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0010.04 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| 1000.00000 1000.00 FIELD OFFICE | | | 0005 0030.60 LUMP| 39000.00000 39000.00| 49539.56000 49539.56| 61200.00000 61200.00 MOBILIZATION | | | 0006 1000.00 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 250.00000 250.00 LARGE TREE REMOVAL | | | 0007 1009.00 LUMP| 2800.00000 2800.00| 2800.00000 2800.00| 3500.00000 3500.00 GENERAL CLEARING AND GRUBBING | | | 0008 1011.00 403.000 kL | 2.00000 806.00| 2.00000 806.00| 2.00000 806.00 WATER | | | 0009 1030.00 5763.000 m3 | 5.74000 33079.62| 5.74000 33079.62| 2.55000 14695.65 EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1043.50 585.000 m2 | 2.50000 1462.50| 3.50000 2047.50| 1.65000 965.25 RIPRAP FILTER FABRIC | | | 0011 2009.51 6.224 StaM| 300.00000 1867.20| 300.00000 1867.20| 145.00000 902.48 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 539.000 Mg | 18.87000 10170.93| 26.00000 14014.00| 19.00000 10241.00 CRUSHED ROCK SURFACE COURSE | | | 0013 4043.00 9.100 m | 30.00000 273.00| 67.67000 615.80| 5.00000 45.50 REMOVE CULVERT PIPE | | | 0014 4050.01 197.000 m3 | 6.00000 1182.00| 24.88000 4901.36| 4.00000 788.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0015 4300.36 26.800 m | 93.00000 2492.40| 126.67000 3394.76| 90.00000 2412.00 900 mm CULVERT PIPE | | | 0016 4300.48 80.000 m | 140.00000 11200.00| 205.77000 16461.60| 145.00000 11600.00 1200 mm CULVERT PIPE | | | 0017 4310.36 3.000 EACH| 350.00000 1050.00| 419.45000 1258.35| 400.00000 1200.00 900 mm FLARED-END SECTION | | | 0018 4310.48 2.000 EACH| 700.00000 1400.00| 827.10000 1654.20| 800.00000 1600.00 1200 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1816X COUNTIES : JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0805 |( 2 ) 1809 |( 3 ) 2860 |COHRON & SON, INC./A. M. |CAPITAL CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.10 25.000 LS | 4000.00000 4000.00| 10000.00000 10000.00| 3000.00000 3000.00 ABUTMENT NO.1 EXCAVATION | | | 0020 6000.11 25.000 LS | 4000.00000 4000.00| 10000.00000 10000.00| 3000.00000 3000.00 ABUTMENT NO.2 EXCAVATION | | | 0021 6000.60 70.000 LS | 10000.00000 10000.00| 25000.00000 25000.00| 20000.00000 20000.00 PIER NO.1 EXCAVATION | | | 0022 6000.61 70.000 LS | 10000.00000 10000.00| 25000.00000 25000.00| 20000.00000 20000.00 PIER NO.2 EXCAVATION | | | 0023 6005.78 12.000 EACH| 673.00000 8076.00| 800.00000 9600.00| 660.00000 7920.00 EXPANSION BEARING, TFE TYPE | | | 0024 6005.83 4.000 EACH| 700.00000 2800.00| 800.00000 3200.00| 625.00000 2500.00 FIXED BEARING | | | 0025 6010.22 196.400 m3 | 410.00000 80524.00| 385.00000 75614.00| 400.00000 78560.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0026 6010.26 195.700 m3 | 420.00000 82194.00| 385.00000 75344.50| 475.00000 92957.50 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0027 6020.00 36340.000 kg | 1.35000 49059.00| 1.20000 43608.00| 1.30000 47242.00 REINFORCING STEEL FOR BRIDGE | | | 0028 6040.00 1.000 EACH| 27000.00000 27000.00| 21782.00000 21782.00| 32000.00000 32000.00 REMOVE STRUCTURE AT STA. 9+07.69 | | | 0029 6071.11 115155.000 LS | 159800.00000 159800.00| 130000.00000 130000.00| 169000.00000 169000.00 STEEL SUPERSTRUCTURE AT STA. 9+05.26 | | | 0030 6080.00 2160.000 kg | 4.15000 8964.00| 5.00000 10800.00| 4.00000 8640.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6105.02 494.000 Mg | 33.00000 16302.00| 40.00000 19760.00| 32.00000 15808.00 ROCK RIPRAP, TYPE B | | | 0032 6210.12 829.100 m | 48.00000 39796.80| 60.00000 49746.00| 55.00000 45600.50 HP 250 mm X 62 kg STEEL PILING | | | 0033 6310.00 206.000 m2 | 88.00000 18128.00| 100.00000 20600.00| 120.00000 24720.00 STEEL SHEET PILING | | | 0034 7020.00 4.000 EACH| 1117.00000 4468.00| 1100.00000 4400.00| 1100.00000 4400.00 BRIDGE APPROACH SECTIONS | | | 0035 7021.47 4.000 EACH| 1117.00000 4468.00| 1100.00000 4400.00| 1100.00000 4400.00 MELT | | | 0036 L006.00 3.000 ha | 500.00000 1500.00| 100.00000 300.00| 100.00000 300.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 646,289.05| $ 682,438.45| $ 696,797.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 646,289.05| $ 682,438.45| $ 696,797.88 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1816X COUNTIES : JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 2207 |( 6 ) 1742 |WEBB CONTRACTOR, INC./L. J. |UNITED CONTRACTORS, INC. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 9+05.26 1-33.53 M & 2-27.43 M SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0001 0001.10 2400.000 BDAY| 1.20000 2880.00| 1.20000 2880.00| 1.20000 2880.00 BARRICADE, TYPE III | | | 0002 0001.90 1920.000 EACH| 0.75000 1440.00| 0.75000 1440.00| 0.75000 1440.00 SIGN DAY | | | 0003 0001.99 1440.000 EACH| 0.85000 1224.00| 0.85000 1224.00| 1.00000 1440.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0010.04 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 2500.00000 2500.00 FIELD OFFICE | | | 0005 0030.60 LUMP| 42839.56000 42839.56| 59500.00000 59500.00| 55000.00000 55000.00 MOBILIZATION | | | 0006 1000.00 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 LARGE TREE REMOVAL | | | 0007 1009.00 LUMP| 2800.00000 2800.00| 2800.00000 2800.00| 2800.00000 2800.00 GENERAL CLEARING AND GRUBBING | | | 0008 1011.00 403.000 kL | 2.00000 806.00| 2.00000 806.00| 2.00000 806.00 WATER | | | 0009 1030.00 5763.000 m3 | 5.74000 33079.62| 5.74000 33079.62| 6.00000 34578.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1043.50 585.000 m2 | 3.00000 1755.00| 2.50000 1462.50| 4.00000 2340.00 RIPRAP FILTER FABRIC | | | 0011 2009.51 6.224 StaM| 300.00000 1867.20| 300.00000 1867.20| 300.00000 1867.20 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 539.000 Mg | 19.00000 10241.00| 17.40000 9378.60| 20.00000 10780.00 CRUSHED ROCK SURFACE COURSE | | | 0013 4043.00 9.100 m | 67.67000 615.80| 68.00000 618.80| 67.67000 615.80 REMOVE CULVERT PIPE | | | 0014 4050.01 197.000 m3 | 24.88000 4901.36| 25.00000 4925.00| 24.88000 4901.36 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0015 4300.36 26.800 m | 126.67000 3394.76| 127.00000 3403.60| 126.67000 3394.76 900 mm CULVERT PIPE | | | 0016 4300.48 80.000 m | 205.77000 16461.60| 206.00000 16480.00| 205.77000 16461.60 1200 mm CULVERT PIPE | | | 0017 4310.36 3.000 EACH| 419.45000 1258.35| 419.50000 1258.50| 419.45000 1258.35 900 mm FLARED-END SECTION | | | 0018 4310.48 2.000 EACH| 827.10000 1654.20| 827.10000 1654.20| 827.10000 1654.20 1200 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F02 -6 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1816X COUNTIES : JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0462 |( 5 ) 2207 |( 6 ) 1742 |WEBB CONTRACTOR, INC./L. J. |UNITED CONTRACTORS, INC. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.10 25.000 LS | 4000.00000 4000.00| 2000.00000 2000.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0020 6000.11 25.000 LS | 4000.00000 4000.00| 2000.00000 2000.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0021 6000.60 70.000 LS | 17000.00000 17000.00| 19300.00000 19300.00| 20000.00000 20000.00 PIER NO.1 EXCAVATION | | | 0022 6000.61 70.000 LS | 17000.00000 17000.00| 19300.00000 19300.00| 20000.00000 20000.00 PIER NO.2 EXCAVATION | | | 0023 6005.78 12.000 EACH| 1000.00000 12000.00| 750.00000 9000.00| 900.00000 10800.00 EXPANSION BEARING, TFE TYPE | | | 0024 6005.83 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 900.00000 3600.00 FIXED BEARING | | | 0025 6010.22 196.400 m3 | 418.54000 82201.26| 450.00000 88380.00| 445.00000 87398.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0026 6010.26 195.700 m3 | 379.31000 74230.97| 450.00000 88065.00| 392.00000 76714.40 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0027 6020.00 36340.000 kg | 1.32000 47968.80| 1.05000 38157.00| 1.10000 39974.00 REINFORCING STEEL FOR BRIDGE | | | 0028 6040.00 1.000 EACH| 20000.00000 20000.00| 25000.00000 25000.00| 35000.00000 35000.00 REMOVE STRUCTURE AT STA. 9+07.69 | | | 0029 6071.11 115155.000 LS | 162000.00000 162000.00| 159000.00000 159000.00| 151500.00000 151500.00 STEEL SUPERSTRUCTURE AT STA. 9+05.26 | | | 0030 6080.00 2160.000 kg | 6.61000 14277.60| 9.50000 20520.00| 5.50000 11880.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6105.02 494.000 Mg | 33.07000 16336.58| 35.00000 17290.00| 31.00000 15314.00 ROCK RIPRAP, TYPE B | | | 0032 6210.12 829.100 m | 72.18000 59844.44| 40.00000 33164.00| 70.00000 58037.00 HP 250 mm X 62 kg STEEL PILING | | | 0033 6310.00 206.000 m2 | 123.79000 25500.74| 125.00000 25750.00| 125.00000 25750.00 STEEL SHEET PILING | | | 0034 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1150.00000 4600.00 BRIDGE APPROACH SECTIONS | | | 0035 7021.47 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1150.00000 4600.00 MELT | | | 0036 L006.00 3.000 ha | 100.00000 300.00| 100.00000 300.00| 500.00000 1500.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 698,978.84| $ 704,104.02| $ 723,684.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 698,978.84| $ 704,104.02| $ 723,684.67 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F02 -7 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1816X COUNTIES : JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2017 |( 8 ) 0137 |( ) |BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 9+05.26 1-33.53 M & 2-27.43 M SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0001 0001.10 2400.000 BDAY| 1.20000 2880.00| 1.20000 2880.00| BARRICADE, TYPE III | | | 0002 0001.90 1920.000 EACH| 0.75000 1440.00| 0.75000 1440.00| SIGN DAY | | | 0003 0001.99 1440.000 EACH| 0.85000 1224.00| 0.85000 1224.00| CONTRACTOR FURNISHED SIGN DAY | | | 0004 0010.04 1.000 EACH| 3400.00000 3400.00| 1500.00000 1500.00| FIELD OFFICE | | | 0005 0030.60 LUMP| 66800.00000 66800.00| 30000.00000 30000.00| MOBILIZATION | | | 0006 1000.00 1.000 EACH| 300.00000 300.00| 300.00000 300.00| LARGE TREE REMOVAL | | | 0007 1009.00 LUMP| 2800.00000 2800.00| 2800.00000 2800.00| GENERAL CLEARING AND GRUBBING | | | 0008 1011.00 403.000 kL | 2.00000 806.00| 2.00000 806.00| WATER | | | 0009 1030.00 5763.000 m3 | 5.74000 33079.62| 5.74000 33079.62| EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1043.50 585.000 m2 | 2.57000 1503.45| 2.50000 1462.50| RIPRAP FILTER FABRIC | | | 0011 2009.51 6.224 StaM| 299.81000 1866.02| 300.00000 1867.20| CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 539.000 Mg | 18.88000 10176.32| 23.00000 12397.00| CRUSHED ROCK SURFACE COURSE | | | 0013 4043.00 9.100 m | 67.67000 615.80| 67.67000 615.80| REMOVE CULVERT PIPE | | | 0014 4050.01 197.000 m3 | 24.88000 4901.36| 24.88000 4901.36| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0015 4300.36 26.800 m | 126.67000 3394.76| 126.67000 3394.76| 900 mm CULVERT PIPE | | | 0016 4300.48 80.000 m | 205.77000 16461.60| 205.77000 16461.60| 1200 mm CULVERT PIPE | | | 0017 4310.36 3.000 EACH| 419.45000 1258.35| 419.45000 1258.35| 900 mm FLARED-END SECTION | | | 0018 4310.48 2.000 EACH| 827.10000 1654.20| 827.10000 1654.20| 1200 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F02 -8 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1816X COUNTIES : JEFFERSON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2017 |( 8 ) 0137 |( ) |BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.10 25.000 LS | 4000.00000 4000.00| 4500.00000 4500.00| ABUTMENT NO.1 EXCAVATION | | | 0020 6000.11 25.000 LS | 4000.00000 4000.00| 4500.00000 4500.00| ABUTMENT NO.2 EXCAVATION | | | 0021 6000.60 70.000 LS | 20000.00000 20000.00| 9000.00000 9000.00| PIER NO.1 EXCAVATION | | | 0022 6000.61 70.000 LS | 20000.00000 20000.00| 9000.00000 9000.00| PIER NO.2 EXCAVATION | | | 0023 6005.78 12.000 EACH| 900.00000 10800.00| 850.00000 10200.00| EXPANSION BEARING, TFE TYPE | | | 0024 6005.83 4.000 EACH| 840.00000 3360.00| 925.00000 3700.00| FIXED BEARING | | | 0025 6010.22 196.400 m3 | 440.00000 86416.00| 850.00000 166940.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0026 6010.26 195.700 m3 | 410.00000 80237.00| 1000.00000 195700.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0027 6020.00 36340.000 kg | 1.48000 53783.20| 0.70000 25438.00| REINFORCING STEEL FOR BRIDGE | | | 0028 6040.00 1.000 EACH| 32000.00000 32000.00| 10500.00000 10500.00| REMOVE STRUCTURE AT STA. 9+07.69 | | | 0029 6071.11 115155.000 LS | 180000.00000 180000.00| 160000.00000 160000.00| STEEL SUPERSTRUCTURE AT STA. 9+05.26 | | | 0030 6080.00 2160.000 kg | 6.00000 12960.00| 4.25000 9180.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6105.02 494.000 Mg | 32.00000 15808.00| 45.00000 22230.00| ROCK RIPRAP, TYPE B | | | 0032 6210.12 829.100 m | 51.00000 42284.10| 47.00000 38967.70| HP 250 mm X 62 kg STEEL PILING | | | 0033 6310.00 206.000 m2 | 112.00000 23072.00| 120.00000 24720.00| STEEL SHEET PILING | | | 0034 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| BRIDGE APPROACH SECTIONS | | | 0035 7021.47 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| MELT | | | 0036 L006.00 3.000 ha | 400.00000 1200.00| 100.00000 300.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 753,281.78| $ 821,718.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 753,281.78| $ 821,718.09| $ ====================================================================================================================================
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