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02/02/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F21 CONTRACT ID : 4749 COUNTIES : HOWARD LETTING DATE : 01/29/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7047(11) ON A COUNTY ROAD NORTHWEST OF ELBA -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 0013 LETTING IS LIMITED TO $460,000.00. 2017 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL BE ACCEPTED IN 2017 THIS LETTING IS LIMITED TO ONE. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2283 PERRETT CONSTRUCTION, LTD. $ 348,778.25 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 350,532.95 100.5031% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 350,647.20 100.5359% 4 0013 THE DIAMOND ENGINEERING COMPANY $ 356,690.80 102.2686% 5 0805 A. M. COHRON & SON, INC. $ 360,912.65 103.4791% 6 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 363,491.66 104.2186% 7 1730 WILKE CONTRACTING CORPORATION $ 366,960.50 105.2131% 8 2017 BRB CONTRACTORS, INC. $ 458,580.60 131.4820% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F21 -3 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4749 COUNTIES : HOWARD LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 2283 |( 2 ) 1742 |( 3 ) 0462 |PERRETT CONSTRUCTION LTD. |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 44+10.00 1-40'-0" & 2-35'-0" PRESTRESSED CONCRETE TWIN-TEE BRIDGE | | | 0001 0001.10 1416.000 BDAY| 1.75000 2478.00| 1.20000 1699.20| 1.25000 1770.00 BARRICADE, TYPE III | | | 0002 0001.90 1652.000 EACH| 1.00000 1652.00| 0.50000 826.00| 0.50000 826.00 SIGN DAY | | | 0003 0001.99 472.000 EACH| 1.75000 826.00| 0.75000 354.00| 1.00000 472.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 18000.00000 18000.00| 23500.00000 23500.00| 23250.00000 23250.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 250.00000 250.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 4500.00000 4500.00| 4000.00000 4000.00| 8000.00000 8000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 1000.000 CY | 6.00000 6000.00| 4.00000 4000.00| 1.00000 1000.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 25.000 MGAL| 8.00000 200.00| 8.00000 200.00| 8.00000 200.00 WATER | | | 0009 1030.00 3535.000 CY | 3.85000 13609.75| 3.25000 11488.75| 3.22000 11382.70 EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1041.00 7100.000 SY | 0.50000 3550.00| 0.60000 4260.00| 0.60000 4260.00 SALVAGING AND PLACING TOPSOIL | | | 0011 2001.00 170.000 CY | 24.00000 4080.00| 14.00000 2380.00| 14.00000 2380.00 GRAVEL SURFACE COURSE | | | 0012 6000.10 8.500 LS | 7500.00000 7500.00| 4500.00000 4500.00| 2000.00000 2000.00 ABUTMENT NO.1 EXCAVATION | | | 0013 6000.11 8.500 LS | 7500.00000 7500.00| 4500.00000 4500.00| 2000.00000 2000.00 ABUTMENT NO.2 EXCAVATION | | | 0014 6001.50 24.000 LS | 7500.00000 7500.00| 5000.00000 5000.00| 5000.00000 5000.00 BENT NO.1 EXCAVATION | | | 0015 6001.51 24.000 LS | 7500.00000 7500.00| 5000.00000 5000.00| 5000.00000 5000.00 BENT NO.2 EXCAVATION | | | 0016 6010.22 177.200 CY | 315.00000 55818.00| 325.00000 57590.00| 300.00000 53160.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0017 6010.26 91.800 CY | 345.00000 31671.00| 340.00000 31212.00| 375.00000 34425.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6011.11 66.300 LS | 65000.00000 65000.00| 65000.00000 65000.00| 60000.00000 60000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 44+10.00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F21 -4 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4749 COUNTIES : HOWARD LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 2283 |( 2 ) 1742 |( 3 ) 0462 |PERRETT CONSTRUCTION LTD. |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6020.00 22460.000 LB | 0.50000 11230.00| 0.55000 12353.00| 0.70000 15722.00 REINFORCING STEEL FOR BRIDGE | | | 0020 6040.00 1.000 EACH| 4500.00000 4500.00| 12500.00000 12500.00| 10000.00000 10000.00 REMOVE STRUCTURE AT STA. 44+32 LT. | | | 0021 6080.00 1810.000 LB | 4.00000 7240.00| 3.00000 5430.00| 2.75000 4977.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0022 6105.02 525.000 TON | 38.00000 19950.00| 30.00000 15750.00| 35.00000 18375.00 ROCK RIPRAP, TYPE B | | | 0023 6210.14 1450.000 LF | 18.53000 26868.50| 26.00000 37700.00| 27.00000 39150.00 HP 12"X53# STEEL PILING | | | 0024 6310.00 2420.000 SF | 11.75000 28435.00| 12.00000 29040.00| 14.00000 33880.00 STEEL SHEET PILING | | | 0025 7020.00 4.000 EACH| 1275.00000 5100.00| 1200.00000 4800.00| 1175.00000 4700.00 BRIDGE APPROACH SECTIONS | | | 0026 7021.47 4.000 EACH| 1300.00000 5200.00| 1250.00000 5000.00| 1200.00000 4800.00 MELT | | | 0027 L001.01 2.000 ACRE| 900.00000 1800.00| 800.00000 1600.00| 1421.00000 2842.00 SEEDING, TYPE A | | | 0028 L006.00 2.000 ACRE| 85.00000 170.00| 125.00000 250.00| 100.00000 200.00 COVER CROP SEEDING | | | 0029 L032.75 5.000 TON | 80.00000 400.00| 70.00000 350.00| 125.00000 625.00 MULCH | | | SECTION TOTALS | $ 348,778.25| $ 350,532.95| $ 350,647.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 348,778.25| $ 350,532.95| $ 350,647.20 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F21 -5 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4749 COUNTIES : HOWARD 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. 44+10.00 1-40'-0" & 2-35'-0" PRESTRESSED CONCRETE TWIN-TEE BRIDGE | | | 0001 0001.10 1416.000 BDAY| 1.20000 1699.20| 1.20000 1699.20| 1.79000 2534.64 BARRICADE, TYPE III | | | 0002 0001.90 1652.000 EACH| 0.50000 826.00| 0.50000 826.00| 0.86000 1420.72 SIGN DAY | | | 0003 0001.99 472.000 EACH| 0.75000 354.00| 0.75000 354.00| 1.44000 679.68 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 5000.00000 5000.00| 32000.00000 32000.00| 27623.00000 27623.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 250.00000 250.00| 210.00000 210.00| 345.00000 345.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 6000.00000 6000.00| 9150.00000 9150.00| 1150.00000 1150.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 1000.000 CY | 1.50000 1500.00| 2.50000 2500.00| 1.15000 1150.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 25.000 MGAL| 8.00000 200.00| 8.00000 200.00| 8.00000 200.00 WATER | | | 0009 1030.00 3535.000 CY | 4.00000 14140.00| 3.27000 11559.45| 3.71000 13114.85 EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1041.00 7100.000 SY | 0.75000 5325.00| 0.61000 4331.00| 0.77000 5467.00 SALVAGING AND PLACING TOPSOIL | | | 0011 2001.00 170.000 CY | 19.00000 3230.00| 18.00000 3060.00| 10.62000 1805.40 GRAVEL SURFACE COURSE | | | 0012 6000.10 8.500 LS | 2100.00000 2100.00| 4000.00000 4000.00| 1552.50000 1552.50 ABUTMENT NO.1 EXCAVATION | | | 0013 6000.11 8.500 LS | 2100.00000 2100.00| 4000.00000 4000.00| 1552.50000 1552.50 ABUTMENT NO.2 EXCAVATION | | | 0014 6001.50 24.000 LS | 3650.00000 3650.00| 8000.00000 8000.00| 4715.00000 4715.00 BENT NO.1 EXCAVATION | | | 0015 6001.51 24.000 LS | 3650.00000 3650.00| 8000.00000 8000.00| 4715.00000 4715.00 BENT NO.2 EXCAVATION | | | 0016 6010.22 177.200 CY | 326.00000 57767.20| 315.00000 55818.00| 372.86000 66070.79 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0017 6010.26 91.800 CY | 358.00000 32864.40| 320.00000 29376.00| 395.74000 36328.93 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6011.11 66.300 LS | 76500.00000 76500.00| 59800.00000 59800.00| 58190.00000 58190.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 44+10.00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F21 -6 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4749 COUNTIES : HOWARD 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 6020.00 22460.000 LB | 0.69000 15497.40| 0.65000 14599.00| 0.84000 18866.40 REINFORCING STEEL FOR BRIDGE | | | 0020 6040.00 1.000 EACH| 6000.00000 6000.00| 18000.00000 18000.00| 4398.75000 4398.75 REMOVE STRUCTURE AT STA. 44+32 LT. | | | 0021 6080.00 1810.000 LB | 1.46000 2642.60| 2.00000 3620.00| 1.31000 2371.10 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0022 6105.02 525.000 TON | 41.00000 21525.00| 32.00000 16800.00| 36.76000 19299.00 ROCK RIPRAP, TYPE B | | | 0023 6210.14 1450.000 LF | 30.00000 43500.00| 23.00000 33350.00| 26.49000 38410.50 HP 12"X53# STEEL PILING | | | 0024 6310.00 2420.000 SF | 16.00000 38720.00| 11.50000 27830.00| 15.52000 37558.40 STEEL SHEET PILING | | | 0025 7020.00 4.000 EACH| 1175.00000 4700.00| 1195.00000 4780.00| 1380.00000 5520.00 BRIDGE APPROACH SECTIONS | | | 0026 7021.47 4.000 EACH| 1200.00000 4800.00| 1225.00000 4900.00| 1495.00000 5980.00 MELT | | | 0027 L001.01 2.000 ACRE| 800.00000 1600.00| 800.00000 1600.00| 920.00000 1840.00 SEEDING, TYPE A | | | 0028 L006.00 2.000 ACRE| 100.00000 200.00| 100.00000 200.00| 115.00000 230.00 COVER CROP SEEDING | | | 0029 L032.75 5.000 TON | 70.00000 350.00| 70.00000 350.00| 80.50000 402.50 MULCH | | | SECTION TOTALS | $ 356,690.80| $ 360,912.65| $ 363,491.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 356,690.80| $ 360,912.65| $ 363,491.66 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F21 -7 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4749 COUNTIES : HOWARD LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 7 ) 1730 |( 8 ) 2017 |( ) |WILKE CONTRACTING CORPORATI |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. 44+10.00 1-40'-0" & 2-35'-0" PRESTRESSED CONCRETE TWIN-TEE BRIDGE | | | 0001 0001.10 1416.000 BDAY| 1.40000 1982.40| 1.25000 1770.00| BARRICADE, TYPE III | | | 0002 0001.90 1652.000 EACH| 0.50000 826.00| 0.50000 826.00| SIGN DAY | | | 0003 0001.99 472.000 EACH| 0.75000 354.00| 1.00000 472.00| CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 18500.00000 18500.00| 45000.00000 45000.00| MOBILIZATION | | | 0005 1000.00 1.000 EACH| 250.00000 250.00| 250.00000 250.00| LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 1000.000 CY | 9.00000 9000.00| 2.00000 2000.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 25.000 MGAL| 8.00000 200.00| 8.00000 200.00| WATER | | | 0009 1030.00 3535.000 CY | 3.50000 12372.50| 5.16000 18240.60| EARTHWORK MEASURED IN EMBANKMENT | | | 0010 1041.00 7100.000 SY | 0.65000 4615.00| 1.00000 7100.00| SALVAGING AND PLACING TOPSOIL | | | 0011 2001.00 170.000 CY | 19.00000 3230.00| 19.00000 3230.00| GRAVEL SURFACE COURSE | | | 0012 6000.10 8.500 LS | 2500.00000 2500.00| 4000.00000 4000.00| ABUTMENT NO.1 EXCAVATION | | | 0013 6000.11 8.500 LS | 2500.00000 2500.00| 4000.00000 4000.00| ABUTMENT NO.2 EXCAVATION | | | 0014 6001.50 24.000 LS | 2500.00000 2500.00| 12000.00000 12000.00| BENT NO.1 EXCAVATION | | | 0015 6001.51 24.000 LS | 2500.00000 2500.00| 12000.00000 12000.00| BENT NO.2 EXCAVATION | | | 0016 6010.22 177.200 CY | 386.00000 68399.20| 460.00000 81512.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0017 6010.26 91.800 CY | 356.00000 32680.80| 390.00000 35802.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6011.11 66.300 LS | 72500.00000 72500.00| 65500.00000 65500.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 44+10.00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F21 -8 TABULATION OF BIDS CALL ORDER : F21 CONTRACT ID : 4749 COUNTIES : HOWARD LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 7 ) 1730 |( 8 ) 2017 |( ) |WILKE CONTRACTING CORPORATI |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6020.00 22460.000 LB | 0.61000 13700.60| 0.90000 20214.00| REINFORCING STEEL FOR BRIDGE | | | 0020 6040.00 1.000 EACH| 3800.00000 3800.00| 25000.00000 25000.00| REMOVE STRUCTURE AT STA. 44+32 LT. | | | 0021 6080.00 1810.000 LB | 4.50000 8145.00| 2.40000 4344.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0022 6105.02 525.000 TON | 37.00000 19425.00| 38.00000 19950.00| ROCK RIPRAP, TYPE B | | | 0023 6210.14 1450.000 LF | 23.00000 33350.00| 24.00000 34800.00| HP 12"X53# STEEL PILING | | | 0024 6310.00 2420.000 SF | 14.00000 33880.00| 16.00000 38720.00| STEEL SHEET PILING | | | 0025 7020.00 4.000 EACH| 1250.00000 5000.00| 1175.00000 4700.00| BRIDGE APPROACH SECTIONS | | | 0026 7021.47 4.000 EACH| 1275.00000 5100.00| 1200.00000 4800.00| MELT | | | 0027 L001.01 2.000 ACRE| 1300.00000 2600.00| 800.00000 1600.00| SEEDING, TYPE A | | | 0028 L006.00 2.000 ACRE| 150.00000 300.00| 100.00000 200.00| COVER CROP SEEDING | | | 0029 L032.75 5.000 TON | 150.00000 750.00| 70.00000 350.00| MULCH | | | SECTION TOTALS | $ 366,960.50| $ 458,580.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 366,960.50| $ 458,580.60| $ ====================================================================================================================================
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