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Last Updated:
02/11/2003
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February 06, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F02 CONTRACT ID : 1914X COUNTIES : OTOE
LETTING DATE : 02/06/03 DISTRICT : 1
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7066(18)
ON A COUNTY ROAD WEST OF NEBRASKA CITY.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0462 THIS LETTING IS LIMITED TO 2.
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 1742 HERBST CONSTRUCTION, INC. $ 234,232.78 100.0000%
2 0774 DIXON CONSTRUCTION CO. $ 235,078.30 100.3610%
3 2817 MCC, L.L.C. $ 239,646.86 102.3114%
4 0810 ELK HORN CONSTRUCTION CO. $ 253,535.13 108.2407%
5 0462 L. J. WEBB CONTRACTOR, INC. $ 267,279.99 114.1087%
6 0880 CHRISTENSEN BROS., INC. $ 344,383.54 147.0262%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F02 -3
TABULATION OF BIDSCALL ORDER : F02 CONTRACT ID : 1914X COUNTIES : OTOE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 1 ) 1742 |( 2 ) 0774 |( 3 ) 2817
|HERBST CONSTRUCTION, INC. |DIXON CONSTRUCTION CO. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 5+05.054 2-8.23 & 1-10.973 m SPANS, CONC SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0001.10 1110.000 BDAY| 1.40000 1554.00| 1.50000 1665.00| 1.35000 1498.50
BARRICADE, TYPE III | | |
0002 0001.90 888.000 EACH| 0.50000 444.00| 0.80000 710.40| 0.55000 488.40
SIGN DAY | | |
0003 0001.98 666.000 EACH| 1.00000 666.00| 0.65000 432.90| 1.10000 732.60
CONTRACTOR FURNISHED SIGN | | |
0004 0030.60 LUMP| 23000.00000 23000.00| 25000.00000 25000.00| 22000.00000 22000.00
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 150.00000 150.00| 300.00000 300.00| 150.00000 150.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 500.00000 500.00| 1200.00000 1200.00| 2500.00000 2500.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 1472.530 m3 | 4.00000 5890.12| 5.00000 7362.65| 3.80000 5595.61
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 9.000 kL | 15.00000 135.00| 15.00000 135.00| 15.00000 135.00
WATER | | |
0009 2010.03 144.000 Mg | 14.00000 2016.00| 25.00000 3600.00| 16.90000 2433.60
CRUSHED ROCK SURFACE COURSE | | |
0010 6001.50 29.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 11850.00000 11850.00
BENT NO.1 EXCAVATION | | |
0011 6001.51 29.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 11850.00000 11850.00
BENT NO.2 EXCAVATION | | |
0012 6010.22 87.630 m3 | 458.00000 40134.54| 458.50000 40178.36| 600.00000 52578.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0013 6010.26 98.846 m3 | 458.00000 45271.47| 458.50000 45320.89| 525.00000 51894.15
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0014 6020.00 13332.000 kg | 1.20000 15998.40| 1.21000 16131.72| 1.00000 13332.00
REINFORCING STEEL FOR BRIDGE | | |
0015 6040.00 1.000 EACH| 15000.00000 15000.00| 17000.00000 17000.00| 12500.00000 12500.00
REMOVE STRUCTURE AT STA. 5+04.902 | | |
0016 6080.00 911.000 kg | 5.00000 4555.00| 4.40000 4008.40| 7.00000 6377.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0017 6105.02 369.000 Mg | 32.00000 11808.00| 25.00000 9225.00| 24.00000 8856.00
ROCK RIPRAP, TYPE B | | |
0018 6210.12 237.200 m | 70.00000 16604.00| 49.20000 11670.24| 40.00000 9488.00
HP 250 mm X 62 kg STEEL PILING | | |
0019 6310.00 197.450 m2 | 125.00000 24681.25| 129.12000 25494.74| 100.00000 19745.00
STEEL SHEET PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F02 -4
TABULATION OF BIDSCALL ORDER : F02 CONTRACT ID : 1914X COUNTIES : OTOE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 1 ) 1742 |( 2 ) 0774 |( 3 ) 2817
|HERBST CONSTRUCTION, INC. |DIXON CONSTRUCTION CO. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 7020.00 2.000 EACH| 1400.00000 2800.00| 1328.00000 2656.00| 1328.00000 2656.00
BRIDGE APPROACH SECTIONS | | |
0021 7021.47 2.000 EACH| 1200.00000 2400.00| 1181.00000 2362.00| 1181.00000 2362.00
MELT | | |
0022 L006.00 0.500 ha | 1250.00000 625.00| 1250.00000 625.00| 1250.00000 625.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 234,232.78| $ 235,078.30| $ 239,646.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 234,232.78| $ 235,078.30| $ 239,646.86
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F02 -5
TABULATION OF BIDSCALL ORDER : F02 CONTRACT ID : 1914X COUNTIES : OTOE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 4 ) 0810 |( 5 ) 0462 |( 6 ) 0880
|ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |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. 5+05.054 2-8.23 & 1-10.973 m SPANS, CONC SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0001.10 1110.000 BDAY| 1.25000 1387.50| 1.25000 1387.50| 1.25000 1387.50
BARRICADE, TYPE III | | |
0002 0001.90 888.000 EACH| 0.50000 444.00| 0.50000 444.00| 0.50000 444.00
SIGN DAY | | |
0003 0001.98 666.000 EACH| 1.00000 666.00| 1.00000 666.00| 1.00000 666.00
CONTRACTOR FURNISHED SIGN | | |
0004 0030.60 LUMP| 25000.00000 25000.00| 31000.00000 31000.00| 35000.00000 35000.00
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 150.00000 150.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 1472.530 m3 | 3.45000 5080.23| 3.45000 5080.23| 3.45000 5080.23
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 9.000 kL | 15.00000 135.00| 15.00000 135.00| 15.00000 135.00
WATER | | |
0009 2010.03 144.000 Mg | 16.00000 2304.00| 20.00000 2880.00| 14.50000 2088.00
CRUSHED ROCK SURFACE COURSE | | |
0010 6001.50 29.000 LS | 9000.00000 9000.00| 10000.00000 10000.00| 50000.00000 50000.00
BENT NO.1 EXCAVATION | | |
0011 6001.51 29.000 LS | 9000.00000 9000.00| 10000.00000 10000.00| 50000.00000 50000.00
BENT NO.2 EXCAVATION | | |
0012 6010.22 87.630 m3 | 600.00000 52578.00| 556.00000 48722.28| 450.00000 39433.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0013 6010.26 98.846 m3 | 600.00000 59307.60| 556.00000 54958.38| 460.00000 45469.16
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0014 6020.00 13332.000 kg | 1.10000 14665.20| 1.54000 20531.28| 1.40000 18664.80
REINFORCING STEEL FOR BRIDGE | | |
0015 6040.00 1.000 EACH| 19000.00000 19000.00| 12000.00000 12000.00| 50000.00000 50000.00
REMOVE STRUCTURE AT STA. 5+04.902 | | |
0016 6080.00 911.000 kg | 3.00000 2733.00| 6.61000 6021.71| 4.00000 3644.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0017 6105.02 369.000 Mg | 26.00000 9594.00| 33.07000 12202.83| 30.00000 11070.00
ROCK RIPRAP, TYPE B | | |
0018 6210.12 237.200 m | 53.00000 12571.60| 82.02000 19455.14| 43.00000 10199.60
HP 250 mm X 62 kg STEEL PILING | | |
0019 6310.00 197.450 m2 | 120.00000 23694.00| 129.16000 25502.64| 75.00000 14808.75
STEEL SHEET PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F02 -6
TABULATION OF BIDSCALL ORDER : F02 CONTRACT ID : 1914X COUNTIES : OTOE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 1====================================================================================================================================
|( 4 ) 0810 |( 5 ) 0462 |( 6 ) 0880
|ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 7020.00 2.000 EACH| 1350.00000 2700.00| 1328.00000 2656.00| 1328.00000 2656.00
BRIDGE APPROACH SECTIONS | | |
0021 7021.47 2.000 EACH| 1200.00000 2400.00| 1181.00000 2362.00| 1181.00000 2362.00
MELT | | |
0022 L006.00 0.500 ha | 1250.00000 625.00| 1250.00000 625.00| 1250.00000 625.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 253,535.13| $ 267,279.99| $ 344,383.54
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 253,535.13| $ 267,279.99| $ 344,383.54
====================================================================================================================================
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