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Last Updated:
03/05/2004
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March 4, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : 2 VENDOR RANKING CALL ORDER : F14 CONTRACT ID : 3659 COUNTIES : PIERCE WAYNE LETTING DATE : 03/04/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : STPP-57-4(112) N-57, CARROLL SOUTH AND N-98, PIERCE EAST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 1742 LETTING IS LIMITED TO $535,000.00. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1742 HERBST CONSTRUCTION, INC. $ 101,481.75 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 105,584.40 104.0427% 3 0774 DIXON CONSTRUCTION CO. $ 112,521.75 110.8788% 4 0810 ELK HORN CONSTRUCTION CO. $ 115,130.50 113.4495% NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F14 -3 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3659 COUNTIES : PIERCE WAYNE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0880 |( 3 ) 0774 |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. |DIXON 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. 56+46.9 1-40' & 2-20' SPANS, DECK STEEL GIRDER BRIDGE | | | 0001 0030.60 LUMP| 1800.00000 1800.00| 1500.00000 1500.00| 3000.00000 3000.00 MOBILIZATION | | | 0002 6010.26 19.100 CY | 550.00000 10505.00| 535.00000 10218.50| 550.00000 10505.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0003 6020.00 2195.000 LB | 1.25000 2743.75| 1.45000 3182.75| 1.25000 2743.75 REINFORCING STEEL FOR BRIDGE | | | 0004 6030.00 1.000 EACH| 3650.00000 3650.00| 3800.00000 3800.00| 5000.00000 5000.00 PREPARATION OF BRIDGE AT STA. 56+46.9 | | | SECTION TOTALS | $ 18,698.75| $ 18,701.25| $ 21,248.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6A BRIDGE AT STA. 173+24 1-37'6" & 2-27'3" SPANS, CONCRETE SLAB BRIDGE | | | 0005 0030.60 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 3500.00000 3500.00 MOBILIZATION | | | 0006 6010.26 23.300 CY | 550.00000 12815.00| 540.00000 12582.00| 550.00000 12815.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0007 6020.00 2720.000 LB | 1.25000 3400.00| 1.35000 3672.00| 1.25000 3400.00 REINFORCING STEEL FOR BRIDGE | | | 0008 6030.01 1.000 EACH| 3700.00000 3700.00| 4300.00000 4300.00| 5000.00000 5000.00 PREPARATION OF BRIDGE AT STA. 173+24 | | | SECTION TOTALS | $ 21,915.00| $ 22,054.00| $ 24,715.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0009 0030.70 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 5000.00000 5000.00 MOBILIZATION | | | 0010 1009.00 LUMP| 1100.00000 1100.00| 1000.00000 1000.00| 1500.00000 1500.00 GENERAL CLEARING AND GRUBBING | | | 0011 1011.00 1.000 MGAL| 8.00000 8.00| 8.00000 8.00| 8.00000 8.00 WATER | | | 0012 1030.00 400.000 CY | 9.00000 3600.00| 19.00000 7600.00| 7.00000 2800.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0013 7011.20 200.000 LF | 14.00000 2800.00| 15.50000 3100.00| 14.00000 2800.00 W-BEAM GUARDRAIL | | | 0014 7017.00 600.000 LF | 2.00000 1200.00| 1.00000 600.00| 2.00000 1200.00 REMOVE GUARDRAIL | | | 0015 7020.00 8.000 EACH| 1650.00000 13200.00| 1680.00000 13440.00| 1650.00000 13200.00 BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F14 -4 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3659 COUNTIES : PIERCE WAYNE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0880 |( 3 ) 0774 |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 7024.27 8.000 EACH| 1450.00000 11600.00| 1590.00000 12720.00| 1450.00000 11600.00 GUARDRAIL END TREATMENT, TYPE II | | | 0017 9188.50 108.000 SY | 60.00000 6480.00| 55.00000 5940.00| 65.00000 7020.00 SURFACING UNDER GUARDRAIL | | | 0018 L020.00 1401.500 SY | 2.00000 2803.00| 2.10000 2943.15| 2.00000 2803.00 EROSION CONTROL | | | SECTION TOTALS | $ 45,291.00| $ 48,351.15| $ 47,931.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0019 0001.08 1880.000 BDAY| 0.50000 940.00| 0.50000 940.00| 0.50000 940.00 BARRICADE, TYPE II | | | 0020 0001.10 564.000 BDAY| 1.00000 564.00| 1.10000 620.40| 1.00000 564.00 BARRICADE, TYPE III | | | 0021 0001.75 100.000 EACH| 2.00000 200.00| 2.10000 210.00| 2.00000 200.00 TEMPORARY SIGN DAY | | | 0022 0001.90 846.000 EACH| 0.50000 423.00| 0.60000 507.60| 0.50000 423.00 SIGN DAY | | | 0023 0003.10 50.000 DAY | 200.00000 10000.00| 200.00000 10000.00| 250.00000 12500.00 FLAGGING | | | 0024 0030.00 LUMP| 1450.00000 1450.00| 1000.00000 1000.00| 2000.00000 2000.00 MOBILIZATION | | | 0025 L022.75 400.000 LF | 5.00000 2000.00| 8.00000 3200.00| 5.00000 2000.00 TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 15,577.00| $ 16,478.00| $ 18,627.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 101,481.75| $ 105,584.40| $ 112,521.75 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F14 -5 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3659 COUNTIES : PIERCE WAYNE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0810 |( ) |( ) |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. 56+46.9 1-40' & 2-20' SPANS, DECK STEEL GIRDER BRIDGE | | | 0001 0030.60 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0002 6010.26 19.100 CY | 500.00000 9550.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0003 6020.00 2195.000 LB | 1.50000 3292.50| | REINFORCING STEEL FOR BRIDGE | | | 0004 6030.00 1.000 EACH| 5000.00000 5000.00| | PREPARATION OF BRIDGE AT STA. 56+46.9 | | | SECTION TOTALS | $ 22,842.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6A BRIDGE AT STA. 173+24 1-37'6" & 2-27'3" SPANS, CONCRETE SLAB BRIDGE | | | 0005 0030.60 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0006 6010.26 23.300 CY | 500.00000 11650.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0007 6020.00 2720.000 LB | 1.50000 4080.00| | REINFORCING STEEL FOR BRIDGE | | | 0008 6030.01 1.000 EACH| 5000.00000 5000.00| | PREPARATION OF BRIDGE AT STA. 173+24 | | | SECTION TOTALS | $ 25,730.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0009 0030.70 LUMP| 5500.00000 5500.00| | MOBILIZATION | | | 0010 1009.00 LUMP| 2000.00000 2000.00| | GENERAL CLEARING AND GRUBBING | | | 0011 1011.00 1.000 MGAL| 8.00000 8.00| | WATER | | | 0012 1030.00 400.000 CY | 10.00000 4000.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0013 7011.20 200.000 LF | 14.00000 2800.00| | W-BEAM GUARDRAIL | | | 0014 7017.00 600.000 LF | 2.00000 1200.00| | REMOVE GUARDRAIL | | | 0015 7020.00 8.000 EACH| 1650.00000 13200.00| | BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F14 -6 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3659 COUNTIES : PIERCE WAYNE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0810 |( ) |( ) |ELK HORN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 7024.27 8.000 EACH| 1450.00000 11600.00| | GUARDRAIL END TREATMENT, TYPE II | | | 0017 9188.50 108.000 SY | 40.00000 4320.00| | SURFACING UNDER GUARDRAIL | | | 0018 L020.00 1401.500 SY | 2.00000 2803.00| | EROSION CONTROL | | | SECTION TOTALS | $ 47,431.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0019 0001.08 1880.000 BDAY| 0.50000 940.00| | BARRICADE, TYPE II | | | 0020 0001.10 564.000 BDAY| 1.00000 564.00| | BARRICADE, TYPE III | | | 0021 0001.75 100.000 EACH| 2.00000 200.00| | TEMPORARY SIGN DAY | | | 0022 0001.90 846.000 EACH| 0.50000 423.00| | SIGN DAY | | | 0023 0003.10 50.000 DAY | 200.00000 10000.00| | FLAGGING | | | 0024 0030.00 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0025 L022.75 400.000 LF | 5.00000 2000.00| | TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 19,127.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 115,130.50| $ 0.00| $ ====================================================================================================================================
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