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Last Updated:
12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : F03 CONTRACT ID : 1113X COUNTIES : RICHARDSON LETTING DATE : 12/18/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7074(19) ON A COUNTY ROAD SOUTH OF SALEM. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1742 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL 1742 BE ACCEPTED IN THIS LETTING IS LIMITED TO 3 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0810 ELK HORN CONSTRUCTION CO. $ 463,664.25 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 489,718.88 105.6193% 3 1742 HERBST CONSTRUCTION, INC. $ 495,134.01 106.7872% 4 0462 L. J. WEBB CONTRACTOR, INC. $ 528,791.47 114.0462% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F03 -3 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1113X COUNTIES : RICHARDSON LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0880 |( 3 ) 1742 |ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 3800.00000 3800.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4800.00000 4800.00| 6000.00000 6000.00| 4800.00000 4800.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 290.000 kL | 2.00000 580.00| 2.00000 580.00| 2.00000 580.00 WATER | | | 0005 1030.00 8276.000 m3 | 4.50000 37242.00| 4.60000 38069.60| 4.50000 37242.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 13.000 m | 68.00000 884.00| 70.00000 910.00| 68.00000 884.00 600 mm DRIVEWAY CULVERT PIPE | | | 0007 2009.51 3.723 StaM| 250.00000 930.75| 260.00000 967.98| 250.00000 930.75 CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 314.000 Mg | 15.10000 4741.40| 17.00000 5338.00| 16.34000 5130.76 CRUSHED ROCK SURFACE COURSE | | | 0009 L006.00 2.000 ha | 400.00000 800.00| 300.00000 600.00| 500.00000 1000.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 54,478.15| $ 56,965.58| $ 54,867.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0010 0030.40 LUMP| 1500.00000 1500.00| 1100.00000 1100.00| 1085.00000 1085.00 MOBILIZATION | | | 0011 4045.00 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 2279.00000 2279.00 REMOVE STRUCTURE AT STA. 10+91 | | | 0012 4050.01 921.000 m3 | 5.00000 4605.00| 14.00000 12894.00| 14.00000 12894.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4300.24 99.100 m | 97.00000 9612.70| 90.00000 8919.00| 81.00000 8027.10 600 mm CULVERT PIPE | | | 0014 4300.60 51.000 m | 236.00000 12036.00| 240.00000 12240.00| 240.00000 12240.00 1500 mm CULVERT PIPE | | | 0015 4310.24 3.000 EACH| 250.00000 750.00| 250.00000 750.00| 244.00000 732.00 600 mm FLARED-END SECTION | | | 0016 4310.60 4.000 EACH| 750.00000 3000.00| 900.00000 3600.00| 850.00000 3400.00 1500 mm FLARED-END SECTION | | | SECTION TOTALS | $ 34,503.70| $ 42,503.00| $ 40,657.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 9+37.00 1-17.07 m & 2-12.801 m SPANS CONTINUOUS CONCRETE SLAB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F03 -4 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1113X COUNTIES : RICHARDSON LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0880 |( 3 ) 1742 |ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 0030.60 LUMP| 36000.00000 36000.00| 38000.00000 38000.00| 35000.00000 35000.00 MOBILIZATION | | | 0018 1043.50 1203.000 m2 | 2.50000 3007.50| 2.00000 2406.00| 2.50000 3007.50 RIPRAP FILTER FABRIC | | | 0019 6000.10 75.000 LS | 4000.00000 4000.00| 7000.00000 7000.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0020 6000.11 85.000 LS | 4000.00000 4000.00| 7000.00000 7000.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0021 6001.50 40.000 LS | 6000.00000 6000.00| 18000.00000 18000.00| 12000.00000 12000.00 BENT NO.1 EXCAVATION | | | 0022 6001.51 25.000 LS | 6000.00000 6000.00| 18000.00000 18000.00| 12000.00000 12000.00 BENT NO.2 EXCAVATION | | | 0023 6010.22 227.600 m3 | 400.00000 91040.00| 380.00000 86488.00| 425.00000 96730.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0024 6010.26 229.500 m3 | 400.00000 91800.00| 320.00000 73440.00| 425.00000 97537.50 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0025 6020.00 31290.000 kg | 1.15000 35983.50| 1.25000 39112.50| 1.00000 31290.00 REINFORCING STEEL FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 20000.00000 20000.00| 22000.00000 22000.00| 18000.00000 18000.00 REMOVE STRUCTURE AT STA. 9+37.65 | | | 0027 6080.00 2340.000 kg | 4.50000 10530.00| 4.00000 9360.00| 4.50000 10530.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0028 6105.02 1156.000 Mg | 25.60000 29593.60| 28.00000 32368.00| 30.00000 34680.00 ROCK RIPRAP, TYPE B | | | 0029 6210.14 323.900 m | 70.00000 22673.00| 70.00000 22673.00| 72.00000 23320.80 HP 310 mm X 79 kg STEEL PILING | | | SECTION TOTALS | $ 360,627.60| $ 375,847.50| $ 386,095.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0030 0030.70 LUMP| 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00 MOBILIZATION | | | 0031 7020.00 4.000 EACH| 1195.00000 4780.00| 1200.00000 4800.00| 1150.00000 4600.00 BRIDGE APPROACH SECTIONS | | | 0032 7021.47 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1150.00000 4600.00 MELT | | | SECTION TOTALS | $ 10,580.00| $ 10,600.00| $ 10,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F03 -5 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1113X COUNTIES : RICHARDSON LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0880 |( 3 ) 1742 |ELK HORN CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0001.10 2224.000 BDAY| 0.95000 2112.80| 1.00000 2224.00| 0.90000 2001.60 BARRICADE, TYPE III | | | 0034 0001.90 2780.000 EACH| 0.25000 695.00| 0.30000 834.00| 0.25000 695.00 SIGN DAY | | | 0035 0001.99 556.000 EACH| 0.75000 417.00| 0.80000 444.80| 0.75000 417.00 CONTRACTOR FURNISHED SIGN DAY | | | 0036 0030.10 LUMP| 250.00000 250.00| 300.00000 300.00| 200.00000 200.00 MOBILIZATION | | | SECTION TOTALS | $ 3,474.80| $ 3,802.80| $ 3,313.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 463,664.25| $ 489,718.88| $ 495,134.01 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F03 -6 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1113X COUNTIES : RICHARDSON LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0462 |( ) |( ) |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 1 GRADING | | | 0001 0030.10 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0002 1000.00 1.000 EACH| 500.00000 500.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4800.00000 4800.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 290.000 kL | 2.00000 580.00| | WATER | | | 0005 1030.00 8276.000 m3 | 4.50000 37242.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 13.000 m | 68.00000 884.00| | 600 mm DRIVEWAY CULVERT PIPE | | | 0007 2009.51 3.723 StaM| 250.00000 930.75| | CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 314.000 Mg | 17.32000 5438.48| | CRUSHED ROCK SURFACE COURSE | | | 0009 L006.00 2.000 ha | 250.00000 500.00| | COVER CROP SEEDING | | | SECTION TOTALS | $ 55,875.23| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0010 0030.40 LUMP| 1086.00000 1086.00| | MOBILIZATION | | | 0011 4045.00 1.000 EACH| 2279.00000 2279.00| | REMOVE STRUCTURE AT STA. 10+91 | | | 0012 4050.01 921.000 m3 | 14.00000 12894.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4300.24 99.100 m | 81.00000 8027.10| | 600 mm CULVERT PIPE | | | 0014 4300.60 51.000 m | 240.00000 12240.00| | 1500 mm CULVERT PIPE | | | 0015 4310.24 3.000 EACH| 244.00000 732.00| | 600 mm FLARED-END SECTION | | | 0016 4310.60 4.000 EACH| 850.00000 3400.00| | 1500 mm FLARED-END SECTION | | | SECTION TOTALS | $ 40,658.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 9+37.00 1-17.07 m & 2-12.801 m SPANS CONTINUOUS CONCRETE SLAB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F03 -7 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1113X COUNTIES : RICHARDSON LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0462 |( ) |( ) |WEBB CONTRACTOR, INC./L. J. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 0030.60 LUMP| 50000.00000 50000.00| | MOBILIZATION | | | 0018 1043.50 1203.000 m2 | 3.00000 3609.00| | RIPRAP FILTER FABRIC | | | 0019 6000.10 75.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0020 6000.11 85.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0021 6001.50 40.000 LS | 15000.00000 15000.00| | BENT NO.1 EXCAVATION | | | 0022 6001.51 25.000 LS | 15000.00000 15000.00| | BENT NO.2 EXCAVATION | | | 0023 6010.22 227.600 m3 | 392.40000 89310.24| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0024 6010.26 229.500 m3 | 392.40000 90055.80| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0025 6020.00 31290.000 kg | 1.43000 44744.70| | REINFORCING STEEL FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 20000.00000 20000.00| | REMOVE STRUCTURE AT STA. 9+37.65 | | | 0027 6080.00 2340.000 kg | 6.00000 14040.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0028 6105.02 1156.000 Mg | 31.00000 35836.00| | ROCK RIPRAP, TYPE B | | | 0029 6210.14 323.900 m | 92.00000 29798.80| | HP 310 mm X 79 kg STEEL PILING | | | SECTION TOTALS | $ 419,394.54| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0030 0030.70 LUMP| 800.00000 800.00| | MOBILIZATION | | | 0031 7020.00 4.000 EACH| 1100.00000 4400.00| | BRIDGE APPROACH SECTIONS | | | 0032 7021.47 4.000 EACH| 1100.00000 4400.00| | MELT | | | SECTION TOTALS | $ 9,600.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F03 -8 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1113X COUNTIES : RICHARDSON LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0462 |( ) |( ) |WEBB CONTRACTOR, INC./L. J. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0001.10 2224.000 BDAY| 0.90000 2001.60| | BARRICADE, TYPE III | | | 0034 0001.90 2780.000 EACH| 0.25000 695.00| | SIGN DAY | | | 0035 0001.99 556.000 EACH| 0.75000 417.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0036 0030.10 LUMP| 150.00000 150.00| | MOBILIZATION | | | SECTION TOTALS | $ 3,263.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 528,791.47| $ 0.00| $ ====================================================================================================================================
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