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Last Updated:
02/07/2003
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February 06, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F03 CONTRACT ID : 1197X COUNTIES : BUTLER
LETTING DATE : 02/06/03 DISTRICT : 1
CONTRACT DESCRIPTION : PROJECT(S) : BR-3030(1)
ON A COUNTY ROAD NORTHWEST OF BELLWOOD.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0013 THIS LETTING IS LIMITED TO 1.
1742 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL BE ACCEPTED IN
1742 THIS LETTING IS LIMITED TO 2.--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0805 A. M. COHRON & SON, INC. $ 302,044.15 100.0000%
2 1742 HERBST CONSTRUCTION, INC. $ 310,756.15 102.8843%
3 0810 ELK HORN CONSTRUCTION CO. $ 322,256.50 106.6919%
4 0013 THE DIAMOND ENGINEERING COMPANY $ 327,486.31 108.4233%
5 0774 DIXON CONSTRUCTION CO. $ 334,330.85 110.6894%
6 0880 CHRISTENSEN BROS., INC. $ 359,180.20 118.9165%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F03 -3
TABULATION OF BIDSCALL ORDER : F03 CONTRACT ID : 1197X COUNTIES : BUTLER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 1 ) 0805 |( 2 ) 1742 |( 3 ) 0810
|COHRON & SON, INC./A. M. |HERBST CONSTRUCTION, INC. |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. 2+58 1-10.365 & 2-7.77 m SPANS, CONC SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0001.10 1416.000 BDAY| 1.90000 2690.40| 2.00000 2832.00| 2.00000 2832.00
BARRICADE, TYPE III | | |
0002 0001.90 1652.000 EACH| 0.70000 1156.40| 0.70000 1156.40| 0.50000 826.00
SIGN DAY | | |
0003 0001.98 708.000 EACH| 0.65000 460.20| 0.65000 460.20| 1.00000 708.00
CONTRACTOR FURNISHED SIGN | | |
0004 0030.60 LUMP| 28000.00000 28000.00| 22500.00000 22500.00| 32000.00000 32000.00
MOBILIZATION | | |
0005 1009.00 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 2000.00000 2000.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 119.000 kL | 3.50000 416.50| 3.00000 357.00| 3.00000 357.00
WATER | | |
0007 1030.00 1769.000 m3 | 5.25000 9287.25| 11.57000 20467.33| 5.00000 8845.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0008 2009.51 1.030 StaM| 400.00000 412.00| 310.68000 320.00| 700.00000 721.00
CRUSHED ROCK EMBEDMENT | | |
0009 2010.03 56.000 Mg | 16.00000 896.00| 16.22000 908.32| 20.00000 1120.00
CRUSHED ROCK SURFACE COURSE | | |
0010 3050.15 103.400 m3 | 210.00000 21714.00| 260.00000 26884.00| 270.00000 27918.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0011 3051.10 6766.000 kg | 1.10000 7442.60| 1.20000 8119.20| 1.20000 8119.20
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0012 6000.10 50.000 LS | 4000.00000 4000.00| 4500.00000 4500.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0013 6000.11 50.000 LS | 4000.00000 4000.00| 4500.00000 4500.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0014 6001.50 25.000 LS | 10000.00000 10000.00| 8000.00000 8000.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0015 6001.51 25.000 LS | 10000.00000 10000.00| 5000.00000 5000.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
0016 6010.22 147.200 m3 | 425.00000 62560.00| 425.00000 62560.00| 500.00000 73600.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0017 6010.26 106.100 m3 | 425.00000 45092.50| 425.00000 45092.50| 500.00000 53050.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0018 6040.00 1.000 EACH| 12500.00000 12500.00| 10000.00000 10000.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 2+59 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F03 -4
TABULATION OF BIDSCALL ORDER : F03 CONTRACT ID : 1197X COUNTIES : BUTLER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 1 ) 0805 |( 2 ) 1742 |( 3 ) 0810
|COHRON & SON, INC./A. M. |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6080.00 816.000 kg | 2.35000 1917.60| 5.00000 4080.00| 5.00000 4080.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0020 6105.02 345.000 Mg | 30.00000 10350.00| 31.00000 10695.00| 28.00000 9660.00
ROCK RIPRAP, TYPE B | | |
0021 6131.50 18161.000 kg | 1.10000 19977.10| 1.20000 21793.20| 1.20000 21793.20
EPOXY COATED REINFORCING STEEL | | |
0022 6210.50 425.900 m | 84.00000 35775.60| 90.00000 38331.00| 69.00000 29387.10
PIPE PILING | | |
0023 7020.00 4.000 EACH| 1148.00000 4592.00| 1200.00000 4800.00| 1150.00000 4600.00
BRIDGE APPROACH SECTIONS | | |
0024 7021.47 4.000 EACH| 1151.00000 4604.00| 1200.00000 4800.00| 1160.00000 4640.00
MELT | | |
0025 L006.00 1.000 ha | 1200.00000 1200.00| 600.00000 600.00| 1000.00000 1000.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 302,044.15| $ 310,756.15| $ 322,256.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 302,044.15| $ 310,756.15| $ 322,256.50
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F03 -5
TABULATION OF BIDSCALL ORDER : F03 CONTRACT ID : 1197X COUNTIES : BUTLER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 4 ) 0013 |( 5 ) 0774 |( 6 ) 0880
|DIAMOND ENGINEERING COMPANY |DIXON CONSTRUCTION CO. |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. 2+58 1-10.365 & 2-7.77 m SPANS, CONC SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0001.10 1416.000 BDAY| 2.00000 2832.00| 1.90000 2690.40| 2.00000 2832.00
BARRICADE, TYPE III | | |
0002 0001.90 1652.000 EACH| 0.50000 826.00| 0.70000 1156.40| 0.75000 1239.00
SIGN DAY | | |
0003 0001.98 708.000 EACH| 1.00000 708.00| 0.65000 460.20| 0.70000 495.60
CONTRACTOR FURNISHED SIGN | | |
0004 0030.60 LUMP| 10000.00000 10000.00| 35000.00000 35000.00| 34000.00000 34000.00
MOBILIZATION | | |
0005 1009.00 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 3000.00000 3000.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 119.000 kL | 3.00000 357.00| 3.28000 390.32| 3.30000 392.70
WATER | | |
0007 1030.00 1769.000 m3 | 11.57000 20467.33| 10.00000 17690.00| 10.00000 17690.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0008 2009.51 1.030 StaM| 310.68000 320.00| 500.00000 515.00| 1300.00000 1339.00
CRUSHED ROCK EMBEDMENT | | |
0009 2010.03 56.000 Mg | 16.22000 908.32| 15.84000 887.04| 7.20000 403.20
CRUSHED ROCK SURFACE COURSE | | |
0010 3050.15 103.400 m3 | 267.00000 27607.80| 262.00000 27090.80| 240.00000 24816.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0011 3051.10 6766.000 kg | 1.46000 9878.36| 1.21000 8186.86| 1.10000 7442.60
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0012 6000.10 50.000 LS | 7400.00000 7400.00| 5000.00000 5000.00| 8000.00000 8000.00
ABUTMENT NO.1 EXCAVATION | | |
0013 6000.11 50.000 LS | 7400.00000 7400.00| 5000.00000 5000.00| 8000.00000 8000.00
ABUTMENT NO.2 EXCAVATION | | |
0014 6001.50 25.000 LS | 6950.00000 6950.00| 10000.00000 10000.00| 24000.00000 24000.00
BENT NO.1 EXCAVATION | | |
0015 6001.51 25.000 LS | 6950.00000 6950.00| 10000.00000 10000.00| 24000.00000 24000.00
BENT NO.2 EXCAVATION | | |
0016 6010.22 147.200 m3 | 400.00000 58880.00| 425.75000 62670.40| 350.00000 51520.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0017 6010.26 106.100 m3 | 475.00000 50397.50| 425.75000 45172.08| 320.00000 33952.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0018 6040.00 1.000 EACH| 8300.00000 8300.00| 30000.00000 30000.00| 27000.00000 27000.00
REMOVE STRUCTURE AT STA. 2+59 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F03 -6
TABULATION OF BIDSCALL ORDER : F03 CONTRACT ID : 1197X COUNTIES : BUTLER
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 4 ) 0013 |( 5 ) 0774 |( 6 ) 0880
|DIAMOND ENGINEERING COMPANY |DIXON CONSTRUCTION CO. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6080.00 816.000 kg | 3.14000 2562.24| 4.40000 3590.40| 8.00000 6528.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0020 6105.02 345.000 Mg | 41.00000 14145.00| 27.00000 9315.00| 34.00000 11730.00
ROCK RIPRAP, TYPE B | | |
0021 6131.50 18161.000 kg | 1.46000 26515.06| 1.21000 21974.81| 1.60000 29057.60
EPOXY COATED REINFORCING STEEL | | |
0022 6210.50 425.900 m | 123.00000 52385.70| 59.04000 25145.14| 75.00000 31942.50
PIPE PILING | | |
0023 7020.00 4.000 EACH| 1148.00000 4592.00| 1148.00000 4592.00| 1200.00000 4800.00
BRIDGE APPROACH SECTIONS | | |
0024 7021.47 4.000 EACH| 1151.00000 4604.00| 1151.00000 4604.00| 1200.00000 4800.00
MELT | | |
0025 L006.00 1.000 ha | 500.00000 500.00| 200.00000 200.00| 200.00000 200.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 327,486.31| $ 334,330.85| $ 359,180.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 327,486.31| $ 334,330.85| $ 359,180.20
====================================================================================================================================
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