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Last Updated:
11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F03 CONTRACT ID : 1495X COUNTIES : CASS LETTING DATE : 11/13/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7013(9) ON A COUNTY ROAD NORTHEAST OF GREENWOOD -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 0137 IN THIS LETTING IS LIMITED TO 1. 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 1742 IN THIS LETTING IS LIMITED TO 3. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 331,151.48 100.0000% 2 0774 DIXON CONSTRUCTION CO. $ 331,589.78 100.1324% 3 0810 ELK HORN CONSTRUCTION CO. $ 341,732.94 103.1954% 4 1742 HERBST CONSTRUCTION, INC. $ 342,742.98 103.5004% 5 2817 MCC, LLC $ 404,068.80 122.0193% 6 0880 CHRISTENSEN BROS., INC. $ 417,870.04 126.1870% 7 0137 JUDDS BROS. CONSTRUCTION CO. $ 422,284.20 127.5199% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F03 -3 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1495X COUNTIES : CASS LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0774 |( 3 ) 0810 |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. |ELK HORN 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. 39+10 1-46'0" & 2-34'6" SPANS CONT CONC SLAB BRIDGE | | | 0001 0001.10 1416.000 BDAY| 0.90000 1274.40| 0.90000 1274.40| 1.00000 1416.00 BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.25000 531.00| 0.25000 531.00| 0.50000 1062.00 SIGN DAY | | | 0003 0001.99 236.000 EACH| 0.75000 177.00| 0.75000 177.00| 1.00000 236.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 26150.00000 26150.00| 32000.00000 32000.00| 33000.00000 33000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 2400.00000 2400.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 3182.000 CY | 3.18000 10118.76| 3.18000 10118.76| 3.18000 10118.76 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 25.000 MGAL| 8.00000 200.00| 8.00000 200.00| 8.00000 200.00 WATER | | | 0009 1320.18 134.000 LF | 10.28000 1377.52| 10.28000 1377.52| 10.28000 1377.52 18" CORRUGATED METAL PIPE FOR DRIVEWAY | | | CULVERT PIPE | | | 0010 2001.03 82.000 TON | 11.75000 963.50| 11.75000 963.50| 11.75000 963.50 GRAVEL SURFACE COURSE | | | 0011 2009.51 9.850 STA | 101.53000 1000.07| 101.53000 1000.07| 101.53000 1000.07 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 152.000 TON | 14.90000 2264.80| 14.90000 2264.80| 14.90000 2264.80 CRUSHED ROCK SURFACE COURSE | | | 0013 4050.01 281.000 CY | 5.27000 1480.87| 5.27000 1480.87| 5.27000 1480.87 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4350.18 68.000 LF | 12.28000 835.04| 12.28000 835.04| 12.28000 835.04 18" CORRUGATED METAL PIPE | | | 0015 4350.24 212.000 LF | 16.33000 3461.96| 16.33000 3461.96| 16.33000 3461.96 24" CORRUGATED METAL PIPE | | | 0016 4360.18 1.000 EACH| 88.14000 88.14| 88.14000 88.14| 88.14000 88.14 18" METAL FLARED-END SECTION | | | 0017 4360.24 3.000 EACH| 124.76000 374.28| 124.76000 374.28| 124.76000 374.28 24" METAL FLARED-END SECTION | | | 0018 6000.10 5.000 LS | 2500.00000 2500.00| 5000.00000 5000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F03 -4 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1495X COUNTIES : CASS LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0774 |( 3 ) 0810 |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.11 5.000 LS | 2500.00000 2500.00| 5000.00000 5000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0020 6001.00 17.000 LS | 7000.00000 7000.00| 10000.00000 10000.00| 6000.00000 6000.00 BENT NO.1 EXCAVATION | | | 0021 6001.01 60.000 LS | 7000.00000 7000.00| 10000.00000 10000.00| 6000.00000 6000.00 BENT NO.2 EXCAVATION | | | 0022 6010.22 144.000 CY | 300.00000 43200.00| 300.00000 43200.00| 400.00000 57600.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0023 6010.26 214.000 CY | 290.00000 62060.00| 280.00000 59920.00| 320.00000 68480.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0024 6020.00 49972.000 LB | 0.62000 30982.64| 0.52000 25985.44| 0.50000 24986.00 REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 10000.00000 10000.00| 21000.00000 21000.00| 12000.00000 12000.00 REMOVE STRUCTURE AT STA. 39+11 | | | 0026 6080.00 5141.000 LB | 2.50000 12852.50| 2.00000 10282.00| 2.00000 10282.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 500.000 TON | 25.00000 12500.00| 25.00000 12500.00| 21.50000 10750.00 ROCK RIPRAP, TYPE B | | | 0028 6210.12 1910.000 LF | 22.00000 42020.00| 14.00000 26740.00| 17.00000 32470.00 HP 10"X42# STEEL PILING | | | 0029 6310.00 3232.000 SF | 10.75000 34744.00| 10.00000 32320.00| 10.50000 33936.00 STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 MELT | | | 0032 L001.01 1.000 ACRE| 1995.00000 1995.00| 1995.00000 1995.00| 1500.00000 1500.00 SEEDING, TYPE A | | | 0033 L006.00 1.000 ACRE| 800.00000 800.00| 800.00000 800.00| 250.00000 250.00 COVER CROP SEEDING | | | 0034 L032.75 2.000 TON | 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 MULCH | | | SECTION TOTALS | $ 331,151.48| $ 331,589.78| $ 341,732.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 331,151.48| $ 331,589.78| $ 341,732.94 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F03 -5 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1495X COUNTIES : CASS LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 2817 |( 6 ) 0880 |HERBST CONSTRUCTION, INC. |MCC, LLC |CHRISTENSEN BROS., 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. 39+10 1-46'0" & 2-34'6" SPANS CONT CONC SLAB BRIDGE | | | 0001 0001.10 1416.000 BDAY| 0.90000 1274.40| 1.00000 1416.00| 0.90000 1274.40 BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.50000 1062.00| 0.30000 637.20| 0.25000 531.00 SIGN DAY | | | 0003 0001.99 236.000 EACH| 0.75000 177.00| 0.80000 188.80| 0.75000 177.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 40000.00000 40000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 100.00000 100.00| 105.00000 105.00| 100.00000 100.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1500.00000 1500.00| 1575.00000 1575.00| 1500.00000 1500.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 3182.000 CY | 3.25000 10341.50| 3.35000 10659.70| 3.18000 10118.76 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 25.000 MGAL| 8.00000 200.00| 8.00000 200.00| 8.00000 200.00 WATER | | | 0009 1320.18 134.000 LF | 10.28000 1377.52| 10.80000 1447.20| 10.28000 1377.52 18" CORRUGATED METAL PIPE FOR DRIVEWAY | | | CULVERT PIPE | | | 0010 2001.03 82.000 TON | 11.75000 963.50| 12.35000 1012.70| 11.75000 963.50 GRAVEL SURFACE COURSE | | | 0011 2009.51 9.850 STA | 101.53000 1000.07| 107.00000 1053.95| 101.53000 1000.07 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 152.000 TON | 18.35000 2789.20| 16.00000 2432.00| 14.90000 2264.80 CRUSHED ROCK SURFACE COURSE | | | 0013 4050.01 281.000 CY | 5.27000 1480.87| 5.55000 1559.55| 5.27000 1480.87 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4350.18 68.000 LF | 12.28000 835.04| 13.00000 884.00| 12.28000 835.04 18" CORRUGATED METAL PIPE | | | 0015 4350.24 212.000 LF | 16.33000 3461.96| 17.00000 3604.00| 16.33000 3461.96 24" CORRUGATED METAL PIPE | | | 0016 4360.18 1.000 EACH| 88.14000 88.14| 93.00000 93.00| 88.14000 88.14 18" METAL FLARED-END SECTION | | | 0017 4360.24 3.000 EACH| 124.76000 374.28| 131.00000 393.00| 124.76000 374.28 24" METAL FLARED-END SECTION | | | 0018 6000.10 5.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F03 -6 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1495X COUNTIES : CASS LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 2817 |( 6 ) 0880 |HERBST CONSTRUCTION, INC. |MCC, LLC |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.11 5.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.2 EXCAVATION | | | 0020 6001.00 17.000 LS | 7000.00000 7000.00| 14000.00000 14000.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | 0021 6001.01 60.000 LS | 7000.00000 7000.00| 14000.00000 14000.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0022 6010.22 144.000 CY | 325.00000 46800.00| 400.00000 57600.00| 340.00000 48960.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0023 6010.26 214.000 CY | 310.00000 66340.00| 440.00000 94160.00| 300.00000 64200.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0024 6020.00 49972.000 LB | 0.50000 24986.00| 0.60000 29983.20| 0.60000 29983.20 REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 12500.00000 12500.00| 30000.00000 30000.00| 35000.00000 35000.00 REMOVE STRUCTURE AT STA. 39+11 | | | 0026 6080.00 5141.000 LB | 2.50000 12852.50| 1.50000 7711.50| 4.50000 23134.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 500.000 TON | 28.50000 14250.00| 26.00000 13000.00| 28.00000 14000.00 ROCK RIPRAP, TYPE B | | | 0028 6210.12 1910.000 LF | 21.00000 40110.00| 12.00000 22920.00| 17.00000 32470.00 HP 10"X42# STEEL PILING | | | 0029 6310.00 3232.000 SF | 12.00000 38784.00| 10.00000 32320.00| 15.00000 48480.00 STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1125.00000 4500.00| 1100.00000 4400.00| 1100.00000 4400.00 BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1125.00000 4500.00| 1100.00000 4400.00| 1100.00000 4400.00 MELT | | | 0032 L001.01 1.000 ACRE| 1995.00000 1995.00| 1890.00000 1890.00| 1995.00000 1995.00 SEEDING, TYPE A | | | 0033 L006.00 1.000 ACRE| 800.00000 800.00| 263.00000 263.00| 800.00000 800.00 COVER CROP SEEDING | | | 0034 L032.75 2.000 TON | 150.00000 300.00| 80.00000 160.00| 150.00000 300.00 MULCH | | | SECTION TOTALS | $ 342,742.98| $ 404,068.80| $ 417,870.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,742.98| $ 404,068.80| $ 417,870.04 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F03 -7 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1495X COUNTIES : CASS LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |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. 39+10 1-46'0" & 2-34'6" SPANS CONT CONC SLAB BRIDGE | | | 0001 0001.10 1416.000 BDAY| 0.90000 1274.40| | BARRICADE, TYPE III | | | 0002 0001.90 2124.000 EACH| 0.25000 531.00| | SIGN DAY | | | 0003 0001.99 236.000 EACH| 0.75000 177.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 20000.00000 20000.00| | MOBILIZATION | | | 0005 1000.00 1.000 EACH| 100.00000 100.00| | LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1500.00000 1500.00| | GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 3182.000 CY | 3.25000 10341.50| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 25.000 MGAL| 8.00000 200.00| | WATER | | | 0009 1320.18 134.000 LF | 10.50000 1407.00| | 18" CORRUGATED METAL PIPE FOR DRIVEWAY | | | CULVERT PIPE | | | 0010 2001.03 82.000 TON | 11.75000 963.50| | GRAVEL SURFACE COURSE | | | 0011 2009.51 9.850 STA | 102.00000 1004.70| | CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 152.000 TON | 15.00000 2280.00| | CRUSHED ROCK SURFACE COURSE | | | 0013 4050.01 281.000 CY | 5.30000 1489.30| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4350.18 68.000 LF | 12.50000 850.00| | 18" CORRUGATED METAL PIPE | | | 0015 4350.24 212.000 LF | 16.50000 3498.00| | 24" CORRUGATED METAL PIPE | | | 0016 4360.18 1.000 EACH| 90.00000 90.00| | 18" METAL FLARED-END SECTION | | | 0017 4360.24 3.000 EACH| 125.00000 375.00| | 24" METAL FLARED-END SECTION | | | 0018 6000.10 5.000 LS | 4000.00000 4000.00| | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F03 -8 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1495X COUNTIES : CASS LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0137 |( ) |( ) |JUDDS BROS. CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.11 5.000 LS | 4000.00000 4000.00| | ABUTMENT NO.2 EXCAVATION | | | 0020 6001.00 17.000 LS | 4000.00000 4000.00| | BENT NO.1 EXCAVATION | | | 0021 6001.01 60.000 LS | 4000.00000 4000.00| | BENT NO.2 EXCAVATION | | | 0022 6010.22 144.000 CY | 750.00000 108000.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0023 6010.26 214.000 CY | 550.00000 117700.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0024 6020.00 49972.000 LB | 0.65000 32481.80| | REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 7500.00000 7500.00| | REMOVE STRUCTURE AT STA. 39+11 | | | 0026 6080.00 5141.000 LB | 1.00000 5141.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 500.000 TON | 31.00000 15500.00| | ROCK RIPRAP, TYPE B | | | 0028 6210.12 1910.000 LF | 16.00000 30560.00| | HP 10"X42# STEEL PILING | | | 0029 6310.00 3232.000 SF | 10.00000 32320.00| | STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1100.00000 4400.00| | BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1100.00000 4400.00| | MELT | | | 0032 L001.01 1.000 ACRE| 1800.00000 1800.00| | SEEDING, TYPE A | | | 0033 L006.00 1.000 ACRE| 250.00000 250.00| | COVER CROP SEEDING | | | 0034 L032.75 2.000 TON | 75.00000 150.00| | MULCH | | | SECTION TOTALS | $ 422,284.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 422,284.20| $ 0.00| $ ====================================================================================================================================
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