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Last Updated:
02/02/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : 2 VENDOR RANKING CALL ORDER : F24 CONTRACT ID : 4183 COUNTIES : FILLMORE LETTING DATE : 01/29/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7030(28) ON A COUNTY ROAD NORTHEAST OF GRAFTON -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED 0013 IN THIS LETTING IS LIMITED TO $460,000.00 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 393,858.75 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 398,828.80 101.2619% 3 1742 HERBST CONSTRUCTION, INC. $ 398,883.55 101.2758% 4 0013 THE DIAMOND ENGINEERING COMPANY $ 406,704.50 103.2615% 5 0805 A. M. COHRON & SON, INC. $ 408,889.61 103.8163% 6 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 421,112.32 106.9196% 7 0880 CHRISTENSEN BROS., INC. $ 452,607.26 114.9161% 8 1730 WILKE CONTRACTING CORPORATION $ 459,308.91 116.6177% NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : F24 -3 TABULATION OF BIDS CALL ORDER : F24 CONTRACT ID : 4183 COUNTIES : FILLMORE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 1742 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |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. 29+52 | | | 0001 0001.10 1416.000 BDAY| 1.25000 1770.00| 1.25000 1770.00| 1.50000 2124.00 BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.50000 1062.00| 0.50000 1062.00| 0.50000 1062.00 SIGN DAY | | | 0003 0001.99 472.000 EACH| 1.00000 472.00| 1.50000 708.00| 1.00000 472.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 27250.00000 27250.00| 39000.00000 39000.00| 39000.00000 39000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 75.00000 75.00| 75.00000 75.00| 75.00000 75.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 100.00000 100.00| 100.00000 100.00| 1000.00000 1000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 7504.000 CY | 2.01000 15083.04| 2.01000 15083.04| 2.01000 15083.04 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 57.000 MGAL| 8.00000 456.00| 8.00000 456.00| 8.00000 456.00 WATER | | | 0009 1043.50 1245.000 SY | 2.00000 2490.00| 2.00000 2490.00| 2.50000 3112.50 RIPRAP FILTER FABRIC | | | 0010 1300.24 62.000 LF | 16.36000 1014.32| 16.36000 1014.32| 16.36000 1014.32 24" DRIVEWAY CULVERT PIPE | | | 0011 1300.36 72.000 LF | 28.99000 2087.28| 28.99000 2087.28| 28.99000 2087.28 36" DRIVEWAY CULVERT PIPE | | | 0012 2009.51 14.078 STA | 115.00000 1618.97| 115.00000 1618.97| 115.00000 1618.97 CRUSHED ROCK EMBEDMENT | | | 0013 2010.00 434.000 CY | 24.24000 10520.16| 24.24000 10520.16| 24.24000 10520.16 CRUSHED ROCK SURFACE COURSE | | | 0014 4043.00 36.000 LF | 4.97000 178.92| 4.97000 178.92| 4.97000 178.92 REMOVE CULVERT PIPE | | | 0015 4050.01 252.000 CY | 9.05000 2280.60| 9.05000 2280.60| 9.05000 2280.60 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.24 213.000 LF | 18.36000 3910.68| 18.36000 3910.68| 18.36000 3910.68 24" CULVERT PIPE | | | 0017 4300.36 168.000 LF | 31.75000 5334.00| 31.75000 5334.00| 31.75000 5334.00 36" CULVERT PIPE | | | 0018 4310.24 3.000 EACH| 134.00000 402.00| 134.00000 402.00| 134.00000 402.00 24" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : F24 -4 TABULATION OF BIDS CALL ORDER : F24 CONTRACT ID : 4183 COUNTIES : FILLMORE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 1742 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.36 2.000 EACH| 340.54000 681.08| 340.54000 681.08| 340.54000 681.08 36" FLARED-END SECTION | | | 0020 6000.10 10.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 10.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0022 6001.50 5.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 10000.00000 10000.00 BENT NO.1 EXCAVATION | | | 0023 6001.51 5.000 LS | 10000.00000 10000.00| 6000.00000 6000.00| 10000.00000 10000.00 BENT NO.2 EXCAVATION | | | 0024 6010.22 88.600 CY | 400.00000 35440.00| 320.00000 28352.00| 320.00000 28352.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 295.300 CY | 280.00000 82684.00| 320.00000 94496.00| 300.00000 88590.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6020.00 58585.000 LB | 0.62000 36322.70| 0.55000 32221.75| 0.50000 29292.50 REINFORCING STEEL FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 12500.00000 12500.00| 20000.00000 20000.00| 15000.00000 15000.00 REMOVE STRUCTURE AT STA. 29+38.5 | | | 0028 6080.00 4345.000 LB | 3.00000 13035.00| 3.00000 13035.00| 2.50000 10862.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 1047.000 TON | 29.00000 30363.00| 28.00000 29316.00| 30.00000 31410.00 ROCK RIPRAP, TYPE B | | | 0030 6210.50 1000.000 LF | 30.00000 30000.00| 30.00000 30000.00| 29.00000 29000.00 PIPE PILING | | | 0031 6310.00 2728.000 SF | 13.50000 36828.00| 12.00000 32736.00| 13.00000 35464.00 STEEL SHEET PILING | | | 0032 7020.00 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1275.00000 5100.00 BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1275.00000 5100.00 MELT | | | 0034 L006.00 2.000 ACRE| 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 393,858.75| $ 398,828.80| $ 398,883.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 393,858.75| $ 398,828.80| $ 398,883.55 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : F24 -5 TABULATION OF BIDS CALL ORDER : F24 CONTRACT ID : 4183 COUNTIES : FILLMORE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0013 |( 5 ) 0805 |( 6 ) 2853 |DIAMOND ENGINEERING COMPANY |COHRON & SON, INC./A. M. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 29+52 | | | 0001 0001.10 1416.000 BDAY| 1.25000 1770.00| 1.50000 2124.00| 1.44000 2039.04 BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.50000 1062.00| 0.50000 1062.00| 0.58000 1231.92 SIGN DAY | | | 0003 0001.99 472.000 EACH| 1.00000 472.00| 0.75000 354.00| 1.15000 542.80 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 12000.00000 12000.00| 38000.00000 38000.00| 26254.50000 26254.50 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 75.00000 75.00| 75.00000 75.00| 86.25000 86.25 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1100.00000 1100.00| 100.00000 100.00| 115.00000 115.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 7504.000 CY | 2.01000 15083.04| 2.15000 16133.60| 2.31000 17334.24 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 57.000 MGAL| 8.00000 456.00| 8.00000 456.00| 8.00000 456.00 WATER | | | 0009 1043.50 1245.000 SY | 2.20000 2739.00| 2.00000 2490.00| 2.60000 3237.00 RIPRAP FILTER FABRIC | | | 0010 1300.24 62.000 LF | 16.36000 1014.32| 16.36000 1014.32| 18.83000 1167.46 24" DRIVEWAY CULVERT PIPE | | | 0011 1300.36 72.000 LF | 28.99000 2087.28| 28.99000 2087.28| 33.35000 2401.20 36" DRIVEWAY CULVERT PIPE | | | 0012 2009.51 14.078 STA | 115.00000 1618.97| 115.00000 1618.97| 132.25000 1861.82 CRUSHED ROCK EMBEDMENT | | | 0013 2010.00 434.000 CY | 24.24000 10520.16| 24.24000 10520.16| 27.88000 12099.92 CRUSHED ROCK SURFACE COURSE | | | 0014 4043.00 36.000 LF | 4.97000 178.92| 4.97000 178.92| 5.72000 205.92 REMOVE CULVERT PIPE | | | 0015 4050.01 252.000 CY | 9.05000 2280.60| 9.05000 2280.60| 10.41000 2623.32 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.24 213.000 LF | 18.36000 3910.68| 18.36000 3910.68| 21.12000 4498.56 24" CULVERT PIPE | | | 0017 4300.36 168.000 LF | 31.75000 5334.00| 31.75000 5334.00| 36.51000 6133.68 36" CULVERT PIPE | | | 0018 4310.24 3.000 EACH| 134.00000 402.00| 134.00000 402.00| 154.10000 462.30 24" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : F24 -6 TABULATION OF BIDS CALL ORDER : F24 CONTRACT ID : 4183 COUNTIES : FILLMORE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0013 |( 5 ) 0805 |( 6 ) 2853 |DIAMOND ENGINEERING COMPANY |COHRON & SON, INC./A. M. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.36 2.000 EACH| 340.54000 681.08| 340.54000 681.08| 392.15000 784.30 36" FLARED-END SECTION | | | 0020 6000.10 10.000 LS | 2300.00000 2300.00| 4000.00000 4000.00| 3162.50000 3162.50 ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 10.000 LS | 2300.00000 2300.00| 4000.00000 4000.00| 3162.50000 3162.50 ABUTMENT NO.2 EXCAVATION | | | 0022 6001.50 5.000 LS | 3650.00000 3650.00| 8000.00000 8000.00| 3910.00000 3910.00 BENT NO.1 EXCAVATION | | | 0023 6001.51 5.000 LS | 3650.00000 3650.00| 8000.00000 8000.00| 3910.00000 3910.00 BENT NO.2 EXCAVATION | | | 0024 6010.22 88.600 CY | 400.00000 35440.00| 310.00000 27466.00| 403.49000 35749.21 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 295.300 CY | 331.00000 97744.30| 320.00000 94496.00| 378.48000 111765.14 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6020.00 58585.000 LB | 0.63000 36908.55| 0.75000 43938.75| 0.68000 39837.80 REINFORCING STEEL FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 8000.00000 8000.00| 18500.00000 18500.00| 6727.50000 6727.50 REMOVE STRUCTURE AT STA. 29+38.5 | | | 0028 6080.00 4345.000 LB | 2.38000 10341.10| 2.25000 9776.25| 1.97000 8559.65 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 1047.000 TON | 38.50000 40309.50| 32.00000 33504.00| 32.49000 34017.03 ROCK RIPRAP, TYPE B | | | 0030 6210.50 1000.000 LF | 47.00000 47000.00| 29.00000 29000.00| 34.49000 34490.00 PIPE PILING | | | 0031 6310.00 2728.000 SF | 17.00000 46376.00| 10.75000 29326.00| 14.81000 40401.68 STEEL SHEET PILING | | | 0032 7020.00 4.000 EACH| 1200.00000 4800.00| 1220.00000 4880.00| 1436.06000 5744.24 BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 1200.00000 4800.00| 1220.00000 4880.00| 1448.71000 5794.84 MELT | | | 0034 L006.00 2.000 ACRE| 150.00000 300.00| 150.00000 300.00| 172.50000 345.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 406,704.50| $ 408,889.61| $ 421,112.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 406,704.50| $ 408,889.61| $ 421,112.32 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : F24 -7 TABULATION OF BIDS CALL ORDER : F24 CONTRACT ID : 4183 COUNTIES : FILLMORE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 7 ) 0880 |( 8 ) 1730 |( ) |CHRISTENSEN BROS., INC. |WILKE CONTRACTING CORPORATI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 29+52 | | | 0001 0001.10 1416.000 BDAY| 1.50000 2124.00| 1.30000 1840.80| BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.50000 1062.00| 0.50000 1062.00| SIGN DAY | | | 0003 0001.99 472.000 EACH| 1.10000 519.20| 1.10000 519.20| CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 40000.00000 40000.00| 20000.00000 20000.00| MOBILIZATION | | | 0005 1000.00 1.000 EACH| 80.00000 80.00| 75.00000 75.00| LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 200.00000 200.00| 150.00000 150.00| GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 7504.000 CY | 2.05000 15383.20| 2.10000 15758.40| EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 57.000 MGAL| 8.00000 456.00| 8.00000 456.00| WATER | | | 0009 1043.50 1245.000 SY | 1.50000 1867.50| 2.50000 3112.50| RIPRAP FILTER FABRIC | | | 0010 1300.24 62.000 LF | 17.00000 1054.00| 16.36000 1014.32| 24" DRIVEWAY CULVERT PIPE | | | 0011 1300.36 72.000 LF | 29.00000 2088.00| 28.99000 2087.28| 36" DRIVEWAY CULVERT PIPE | | | 0012 2009.51 14.078 STA | 120.00000 1689.36| 115.00000 1618.97| CRUSHED ROCK EMBEDMENT | | | 0013 2010.00 434.000 CY | 25.00000 10850.00| 24.24000 10520.16| CRUSHED ROCK SURFACE COURSE | | | 0014 4043.00 36.000 LF | 5.00000 180.00| 4.97000 178.92| REMOVE CULVERT PIPE | | | 0015 4050.01 252.000 CY | 9.50000 2394.00| 9.05000 2280.60| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.24 213.000 LF | 19.00000 4047.00| 18.36000 3910.68| 24" CULVERT PIPE | | | 0017 4300.36 168.000 LF | 32.00000 5376.00| 31.75000 5334.00| 36" CULVERT PIPE | | | 0018 4310.24 3.000 EACH| 135.00000 405.00| 134.00000 402.00| 24" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/30/04 PAGE : F24 -8 TABULATION OF BIDS CALL ORDER : F24 CONTRACT ID : 4183 COUNTIES : FILLMORE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 7 ) 0880 |( 8 ) 1730 |( ) |CHRISTENSEN BROS., INC. |WILKE CONTRACTING CORPORATI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.36 2.000 EACH| 350.00000 700.00| 340.54000 681.08| 36" FLARED-END SECTION | | | 0020 6000.10 10.000 LS | 6000.00000 6000.00| 5600.00000 5600.00| ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 10.000 LS | 6000.00000 6000.00| 5600.00000 5600.00| ABUTMENT NO.2 EXCAVATION | | | 0022 6001.50 5.000 LS | 23000.00000 23000.00| 10000.00000 10000.00| BENT NO.1 EXCAVATION | | | 0023 6001.51 5.000 LS | 23000.00000 23000.00| 10000.00000 10000.00| BENT NO.2 EXCAVATION | | | 0024 6010.22 88.600 CY | 440.00000 38984.00| 420.00000 37212.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 295.300 CY | 290.00000 85637.00| 400.00000 118120.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6020.00 58585.000 LB | 0.60000 35151.00| 0.60000 35151.00| REINFORCING STEEL FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 24000.00000 24000.00| 12000.00000 12000.00| REMOVE STRUCTURE AT STA. 29+38.5 | | | 0028 6080.00 4345.000 LB | 2.00000 8690.00| 6.00000 26070.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 1047.000 TON | 30.00000 31410.00| 38.00000 39786.00| ROCK RIPRAP, TYPE B | | | 0030 6210.50 1000.000 LF | 29.00000 29000.00| 35.00000 35000.00| PIPE PILING | | | 0031 6310.00 2728.000 SF | 15.00000 40920.00| 16.00000 43648.00| STEEL SHEET PILING | | | 0032 7020.00 4.000 EACH| 1250.00000 5000.00| 1225.00000 4900.00| BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 1260.00000 5040.00| 1225.00000 4900.00| MELT | | | 0034 L006.00 2.000 ACRE| 150.00000 300.00| 160.00000 320.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 452,607.26| $ 459,308.91| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 452,607.26| $ 459,308.91| $ ====================================================================================================================================
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