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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 : F33 CONTRACT ID : 6272X COUNTIES : DAWSON LETTING DATE : 11/13/03 DISTRICT : 6 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7024(23) ON A COUNTY ROAD SOUTHWEST OF GOTHENBURG. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. 2017 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 2017 THIS LETTING IS LIMITED TO ONE. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1809 CAPITAL CONTRACTORS, INC. $ 455,554.80 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 472,369.93 103.6911% 3 1744 REIMAN CORP. $ 492,509.40 108.1120% 4 0880 CHRISTENSEN BROS., INC. $ 495,006.80 108.6602% 5 0137 JUDDS BROS. CONSTRUCTION CO. $ 521,735.20 114.5274% 6 3485 COLORADO CONSTRUCTORS, INC. $ 540,860.10 118.7256% 7 0013 THE DIAMOND ENGINEERING COMPANY $ 558,007.70 122.4897% 8 2017 BRB CONTRACTORS, INC. $ 721,770.10 158.4376% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F33 -3 TABULATION OF BIDS CALL ORDER : F33 CONTRACT ID : 6272X COUNTIES : DAWSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 2853 |( 3 ) 1744 |CAPITAL CONTRACTORS, INC. |SIMON CONTRACTORS AND SUBSI |REIMAN CORP. 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+92 1-145' SINGLE SPAN PRESTRESSED GIRDER BRIDGE (NU-1600) | | | 0001 0001.10 1584.000 BDAY| 0.90000 1425.60| 1.02000 1615.68| 1.10000 1742.40 BARRICADE, TYPE III | | | 0002 0001.90 264.000 EACH| 0.50000 132.00| 0.58000 153.12| 2.20000 580.80 SIGN DAY | | | 0003 0001.99 2376.000 EACH| 0.75000 1782.00| 0.85000 2019.60| 0.60000 1425.60 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 40000.00000 40000.00| 19775.00000 19775.00| 42600.00000 42600.00 MOBILIZATION | | | 0005 1009.00 LUMP| 150.00000 150.00| 1356.00000 1356.00| 20000.00000 20000.00 GENERAL CLEARING AND GRUBBING | | | 0006 1011.00 20.000 MGAL| 8.00000 160.00| 8.00000 160.00| 8.00000 160.00 WATER | | | 0007 1030.00 1488.000 CY | 5.85000 8704.80| 7.56000 11249.28| 6.20000 9225.60 EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1043.50 270.000 SY | 2.00000 540.00| 5.90000 1593.00| 2.50000 675.00 RIPRAP FILTER FABRIC | | | 0009 6000.10 180.000 LS | 5000.00000 5000.00| 5085.00000 5085.00| 12000.00000 12000.00 ABUTMENT NO.1 EXCAVATION | | | 0010 6000.11 180.000 LS | 5000.00000 5000.00| 5085.00000 5085.00| 12000.00000 12000.00 ABUTMENT NO.2 EXCAVATION | | | 0011 6005.78 6.000 EACH| 805.00000 4830.00| 649.75000 3898.50| 550.00000 3300.00 EXPANSION BEARING, TFE TYPE | | | 0012 6005.83 6.000 EACH| 405.00000 2430.00| 323.18000 1939.08| 200.00000 1200.00 FIXED BEARING | | | 0013 6010.22 127.400 CY | 301.00000 38347.40| 371.64000 47346.94| 280.00000 35672.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0014 6010.28 196.400 CY | 350.00000 68740.00| 375.80000 73807.12| 300.00000 58920.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0015 6011.11 182.700 LS | 185698.00000 185698.00| 177733.20000 177733.20| 171800.00000 171800.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 9+92 | | | 0016 6020.00 32780.000 LB | 0.50000 16390.00| 0.64000 20979.20| 0.60000 19668.00 REINFORCING STEEL FOR BRIDGE | | | 0017 6040.00 1.000 EACH| 15000.00000 15000.00| 19153.50000 19153.50| 28000.00000 28000.00 REMOVE STRUCTURE AT STA. 10+00 | | | 0018 6080.00 580.000 LB | 2.00000 1160.00| 1.92000 1113.60| 2.00000 1160.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F33 -4 TABULATION OF BIDS CALL ORDER : F33 CONTRACT ID : 6272X COUNTIES : DAWSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 2853 |( 3 ) 1744 |CAPITAL CONTRACTORS, INC. |SIMON CONTRACTORS AND SUBSI |REIMAN CORP. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6105.02 182.000 TON | 45.00000 8190.00| 56.77000 10332.14| 50.00000 9100.00 ROCK RIPRAP, TYPE B | | | 0020 6210.11 560.000 LF | 12.00000 6720.00| 19.83000 11104.80| 18.00000 10080.00 HP 8"X36# STEEL PILING | | | 0021 6210.12 1820.000 LF | 14.00000 25480.00| 20.72000 37710.40| 19.00000 34580.00 HP 10"X42# STEEL PILING | | | 0022 6251.00 2.000 EACH| 750.00000 1500.00| 1695.00000 3390.00| 2000.00000 4000.00 TEST PILE | | | 0023 7011.20 40.000 LF | 15.00000 600.00| 17.71000 708.40| 16.00000 640.00 W-BEAM GUARDRAIL | | | 0024 7020.00 4.000 EACH| 1100.00000 4400.00| 1398.94000 5595.76| 1200.00000 4800.00 BRIDGE APPROACH SECTIONS | | | 0025 7021.48 3.000 EACH| 1250.00000 3750.00| 1424.79000 4274.37| 1350.00000 4050.00 MELT, TYPE I | | | 0026 7022.00 1.000 EACH| 350.00000 350.00| 767.29000 767.29| 400.00000 400.00 END ANCHORAGE ASSEMBLY | | | 0027 8091.00 255.000 CY | 35.00000 8925.00| 14.69000 3745.95| 18.00000 4590.00 GRANULAR BACKFILL | | | 0028 L006.00 1.000 ACRE| 150.00000 150.00| 678.00000 678.00| 140.00000 140.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 455,554.80| $ 472,369.93| $ 492,509.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 455,554.80| $ 472,369.93| $ 492,509.40 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F33 -5 TABULATION OF BIDS CALL ORDER : F33 CONTRACT ID : 6272X COUNTIES : DAWSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0137 |( 6 ) 3485 |CHRISTENSEN BROS., INC. |JUDDS BROS. CONSTRUCTION CO |COLORADO CONSTRUCTORS, 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+92 1-145' SINGLE SPAN PRESTRESSED GIRDER BRIDGE (NU-1600) | | | 0001 0001.10 1584.000 BDAY| 1.10000 1742.40| 1.00000 1584.00| 1.50000 2376.00 BARRICADE, TYPE III | | | 0002 0001.90 264.000 EACH| 2.10000 554.40| 2.00000 528.00| 2.50000 660.00 SIGN DAY | | | 0003 0001.99 2376.000 EACH| 2.00000 4752.00| 0.55000 1306.80| 1.00000 2376.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 47000.00000 47000.00| 35000.00000 35000.00| 35000.00000 35000.00 MOBILIZATION | | | 0005 1009.00 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 3500.00000 3500.00 GENERAL CLEARING AND GRUBBING | | | 0006 1011.00 20.000 MGAL| 8.00000 160.00| 8.00000 160.00| 8.00000 160.00 WATER | | | 0007 1030.00 1488.000 CY | 7.00000 10416.00| 5.75000 8556.00| 6.35000 9448.80 EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1043.50 270.000 SY | 2.00000 540.00| 6.00000 1620.00| 4.85000 1309.50 RIPRAP FILTER FABRIC | | | 0009 6000.10 180.000 LS | 10000.00000 10000.00| 5500.00000 5500.00| 2500.00000 2500.00 ABUTMENT NO.1 EXCAVATION | | | 0010 6000.11 180.000 LS | 10000.00000 10000.00| 5500.00000 5500.00| 2500.00000 2500.00 ABUTMENT NO.2 EXCAVATION | | | 0011 6005.78 6.000 EACH| 1000.00000 6000.00| 700.00000 4200.00| 900.00000 5400.00 EXPANSION BEARING, TFE TYPE | | | 0012 6005.83 6.000 EACH| 700.00000 4200.00| 350.00000 2100.00| 425.00000 2550.00 FIXED BEARING | | | 0013 6010.22 127.400 CY | 340.00000 43316.00| 600.00000 76440.00| 355.00000 45227.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0014 6010.28 196.400 CY | 320.00000 62848.00| 650.00000 127660.00| 397.00000 77970.80 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0015 6011.11 182.700 LS | 174000.00000 174000.00| 155000.00000 155000.00| 185000.00000 185000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 9+92 | | | 0016 6020.00 32780.000 LB | 0.60000 19668.00| 0.40000 13112.00| 0.65000 21307.00 REINFORCING STEEL FOR BRIDGE | | | 0017 6040.00 1.000 EACH| 24000.00000 24000.00| 10000.00000 10000.00| 37000.00000 37000.00 REMOVE STRUCTURE AT STA. 10+00 | | | 0018 6080.00 580.000 LB | 4.00000 2320.00| 5.00000 2900.00| 2.50000 1450.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F33 -6 TABULATION OF BIDS CALL ORDER : F33 CONTRACT ID : 6272X COUNTIES : DAWSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0137 |( 6 ) 3485 |CHRISTENSEN BROS., INC. |JUDDS BROS. CONSTRUCTION CO |COLORADO CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6105.02 182.000 TON | 40.00000 7280.00| 55.00000 10010.00| 65.00000 11830.00 ROCK RIPRAP, TYPE B | | | 0020 6210.11 560.000 LF | 16.00000 8960.00| 15.00000 8400.00| 27.00000 15120.00 HP 8"X36# STEEL PILING | | | 0021 6210.12 1820.000 LF | 18.00000 32760.00| 15.00000 27300.00| 29.00000 52780.00 HP 10"X42# STEEL PILING | | | 0022 6251.00 2.000 EACH| 3000.00000 6000.00| 2100.00000 4200.00| 4500.00000 9000.00 TEST PILE | | | 0023 7011.20 40.000 LF | 16.00000 640.00| 15.86000 634.40| 17.50000 700.00 W-BEAM GUARDRAIL | | | 0024 7020.00 4.000 EACH| 1250.00000 5000.00| 1238.00000 4952.00| 1400.00000 5600.00 BRIDGE APPROACH SECTIONS | | | 0025 7021.48 3.000 EACH| 1300.00000 3900.00| 1281.00000 3843.00| 1450.00000 4350.00 MELT, TYPE I | | | 0026 7022.00 1.000 EACH| 700.00000 700.00| 679.00000 679.00| 750.00000 750.00 END ANCHORAGE ASSEMBLY | | | 0027 8091.00 255.000 CY | 24.00000 6120.00| 35.00000 8925.00| 19.00000 4845.00 GRANULAR BACKFILL | | | 0028 L006.00 1.000 ACRE| 130.00000 130.00| 125.00000 125.00| 150.00000 150.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 495,006.80| $ 521,735.20| $ 540,860.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 495,006.80| $ 521,735.20| $ 540,860.10 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F33 -7 TABULATION OF BIDS CALL ORDER : F33 CONTRACT ID : 6272X COUNTIES : DAWSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 7 ) 0013 |( 8 ) 2017 |( ) |DIAMOND ENGINEERING COMPANY |BRB CONTRACTORS, 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+92 1-145' SINGLE SPAN PRESTRESSED GIRDER BRIDGE (NU-1600) | | | 0001 0001.10 1584.000 BDAY| 1.25000 1980.00| 1.20000 1900.80| BARRICADE, TYPE III | | | 0002 0001.90 264.000 EACH| 0.50000 132.00| 2.30000 607.20| SIGN DAY | | | 0003 0001.99 2376.000 EACH| 1.00000 2376.00| 0.65000 1544.40| CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 54500.00000 54500.00| 59000.00000 59000.00| MOBILIZATION | | | 0005 1009.00 LUMP| 1850.00000 1850.00| 1600.00000 1600.00| GENERAL CLEARING AND GRUBBING | | | 0006 1011.00 20.000 MGAL| 8.00000 160.00| 8.00000 160.00| WATER | | | 0007 1030.00 1488.000 CY | 6.00000 8928.00| 6.50000 9672.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1043.50 270.000 SY | 3.20000 864.00| 2.69000 726.30| RIPRAP FILTER FABRIC | | | 0009 6000.10 180.000 LS | 4050.00000 4050.00| 9000.00000 9000.00| ABUTMENT NO.1 EXCAVATION | | | 0010 6000.11 180.000 LS | 4050.00000 4050.00| 9000.00000 9000.00| ABUTMENT NO.2 EXCAVATION | | | 0011 6005.78 6.000 EACH| 720.00000 4320.00| 800.00000 4800.00| EXPANSION BEARING, TFE TYPE | | | 0012 6005.83 6.000 EACH| 280.00000 1680.00| 500.00000 3000.00| FIXED BEARING | | | 0013 6010.22 127.400 CY | 355.00000 45227.00| 600.00000 76440.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0014 6010.28 196.400 CY | 363.00000 71293.20| 450.00000 88380.00| CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0015 6011.11 182.700 LS | 232000.00000 232000.00| 284000.00000 284000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 9+92 | | | 0016 6020.00 32780.000 LB | 0.56000 18356.80| 0.93000 30485.40| REINFORCING STEEL FOR BRIDGE | | | 0017 6040.00 1.000 EACH| 26600.00000 26600.00| 50000.00000 50000.00| REMOVE STRUCTURE AT STA. 10+00 | | | 0018 6080.00 580.000 LB | 2.19000 1270.20| 3.80000 2204.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F33 -8 TABULATION OF BIDS CALL ORDER : F33 CONTRACT ID : 6272X COUNTIES : DAWSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 6 ==================================================================================================================================== |( 7 ) 0013 |( 8 ) 2017 |( ) |DIAMOND ENGINEERING COMPANY |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6105.02 182.000 TON | 50.25000 9145.50| 50.00000 9100.00| ROCK RIPRAP, TYPE B | | | 0020 6210.11 560.000 LF | 17.50000 9800.00| 23.00000 12880.00| HP 8"X36# STEEL PILING | | | 0021 6210.12 1820.000 LF | 20.00000 36400.00| 25.00000 45500.00| HP 10"X42# STEEL PILING | | | 0022 6251.00 2.000 EACH| 4250.00000 8500.00| 2200.00000 4400.00| TEST PILE | | | 0023 7011.20 40.000 LF | 20.00000 800.00| 16.00000 640.00| W-BEAM GUARDRAIL | | | 0024 7020.00 4.000 EACH| 1100.00000 4400.00| 1300.00000 5200.00| BRIDGE APPROACH SECTIONS | | | 0025 7021.48 3.000 EACH| 1250.00000 3750.00| 1300.00000 3900.00| MELT, TYPE I | | | 0026 7022.00 1.000 EACH| 350.00000 350.00| 700.00000 700.00| END ANCHORAGE ASSEMBLY | | | 0027 8091.00 255.000 CY | 20.00000 5100.00| 26.00000 6630.00| GRANULAR BACKFILL | | | 0028 L006.00 1.000 ACRE| 125.00000 125.00| 300.00000 300.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 558,007.70| $ 721,770.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 558,007.70| $ 721,770.10| $ ====================================================================================================================================
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