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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 : F11 CONTRACT ID : 3307 COUNTIES : BOONE
LETTING DATE : 02/06/03 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7006(10)
ON A COUNTY ROAD SOUTHWEST OF PETERSBURG.
--------------------------------------------------------------------------------------------------------------------------
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 0013 THE DIAMOND ENGINEERING COMPANY $ 272,487.70 100.0000%
2 1742 HERBST CONSTRUCTION, INC. $ 285,829.80 104.8964%
3 0810 ELK HORN CONSTRUCTION CO. $ 290,038.60 106.4410%
4 0774 DIXON CONSTRUCTION CO. $ 296,708.11 108.8886%
5 0880 CHRISTENSEN BROS., INC. $ 360,885.90 132.4412%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F11 -3
TABULATION OF BIDSCALL ORDER : F11 CONTRACT ID : 3307 COUNTIES : BOONE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 0013 |( 2 ) 1742 |( 3 ) 0810
|DIAMOND ENGINEERING COMPANY |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. 300+00 2-10.97 & 1-14.63 m SPANS, CONC SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0001.10 1332.000 BDAY| 2.00000 2664.00| 1.30000 1731.60| 2.00000 2664.00
BARRICADE, TYPE III | | |
0002 0001.90 1554.000 EACH| 0.50000 777.00| 0.50000 777.00| 0.55000 854.70
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| 7000.00000 7000.00| 20000.00000 20000.00| 28000.00000 28000.00
MOBILIZATION | | |
0005 1010.01 1450.000 m3 | 3.50000 5075.00| 6.50000 9425.00| 4.00000 5800.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1043.50 475.000 m2 | 3.15000 1496.25| 4.00000 1900.00| 2.50000 1187.50
RIPRAP FILTER FABRIC | | |
0007 6000.10 12.500 LS | 2200.00000 2200.00| 5000.00000 5000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0008 6000.11 12.500 LS | 2200.00000 2200.00| 5000.00000 5000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0009 6001.00 19.000 LS | 8600.00000 8600.00| 9000.00000 9000.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0010 6001.01 19.000 LS | 8600.00000 8600.00| 9000.00000 9000.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
0011 6010.22 85.300 m3 | 520.00000 44356.00| 450.00000 38385.00| 500.00000 42650.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0012 6010.26 171.300 m3 | 410.00000 70233.00| 400.00000 68520.00| 500.00000 85650.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0013 6040.00 1.000 EACH| 3900.00000 3900.00| 15000.00000 15000.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 300+00 | | |
0014 6080.00 375.000 kg | 6.02000 2257.50| 6.00000 2250.00| 6.00000 2250.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0015 6081.00 205.000 kg | 5.79000 1186.95| 8.00000 1640.00| 6.00000 1230.00
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0016 6105.02 340.000 Mg | 49.00000 16660.00| 34.00000 11560.00| 32.00000 10880.00
ROCK RIPRAP, TYPE B | | |
0017 6131.50 26560.000 kg | 1.37000 36387.20| 1.25000 33200.00| 1.15000 30544.00
EPOXY COATED REINFORCING STEEL | | |
0018 6200.00 432.400 m | 112.00000 48428.80| 98.00000 42375.20| 76.00000 32862.40
CONCRETE PILING | | |
0019 7020.00 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1000.00000 4000.00
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F11 -4
TABULATION OF BIDSCALL ORDER : F11 CONTRACT ID : 3307 COUNTIES : BOONE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 0013 |( 2 ) 1742 |( 3 ) 0810
|DIAMOND ENGINEERING COMPANY |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 7021.47 4.000 EACH| 1450.00000 5800.00| 1500.00000 6000.00| 1450.00000 5800.00
MELT | | |
SECTION TOTALS | $ 272,487.70| $ 285,829.80| $ 290,038.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 272,487.70| $ 285,829.80| $ 290,038.60
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F11 -5
TABULATION OF BIDSCALL ORDER : F11 CONTRACT ID : 3307 COUNTIES : BOONE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0774 |( 5 ) 0880 |( )
|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. 300+00 2-10.97 & 1-14.63 m SPANS, CONC SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0001.10 1332.000 BDAY| 1.20000 1598.40| 1.20000 1598.40|
BARRICADE, TYPE III | | |
0002 0001.90 1554.000 EACH| 0.50000 777.00| 0.50000 777.00|
SIGN DAY | | |
0003 0001.98 666.000 EACH| 1.00000 666.00| 1.00000 666.00|
CONTRACTOR FURNISHED SIGN | | |
0004 0030.60 LUMP| 30000.00000 30000.00| 38000.00000 38000.00|
MOBILIZATION | | |
0005 1010.01 1450.000 m3 | 3.00000 4350.00| 3.25000 4712.50|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1043.50 475.000 m2 | 2.40000 1140.00| 3.00000 1425.00|
RIPRAP FILTER FABRIC | | |
0007 6000.10 12.500 LS | 4000.00000 4000.00| 7500.00000 7500.00|
ABUTMENT NO.1 EXCAVATION | | |
0008 6000.11 12.500 LS | 4000.00000 4000.00| 7500.00000 7500.00|
ABUTMENT NO.2 EXCAVATION | | |
0009 6001.00 19.000 LS | 10000.00000 10000.00| 30000.00000 30000.00|
BENT NO.1 EXCAVATION | | |
0010 6001.01 19.000 LS | 10000.00000 10000.00| 30000.00000 30000.00|
BENT NO.2 EXCAVATION | | |
0011 6010.22 85.300 m3 | 458.50000 39110.05| 370.00000 31561.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0012 6010.26 171.300 m3 | 393.00000 67320.90| 380.00000 65094.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0013 6040.00 1.000 EACH| 25000.00000 25000.00| 50000.00000 50000.00|
REMOVE STRUCTURE AT STA. 300+00 | | |
0014 6080.00 375.000 kg | 7.00000 2625.00| 5.00000 1875.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0015 6081.00 205.000 kg | 7.00000 1435.00| 5.00000 1025.00|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0016 6105.02 340.000 Mg | 30.00000 10200.00| 35.00000 11900.00|
ROCK RIPRAP, TYPE B | | |
0017 6131.50 26560.000 kg | 1.21000 32137.60| 1.40000 37184.00|
EPOXY COATED REINFORCING STEEL | | |
0018 6200.00 432.400 m | 98.40000 42548.16| 70.00000 30268.00|
CONCRETE PILING | | |
0019 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00|
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F11 -6
TABULATION OF BIDSCALL ORDER : F11 CONTRACT ID : 3307 COUNTIES : BOONE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0774 |( 5 ) 0880 |( )
|DIXON CONSTRUCTION CO. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 7021.47 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00|
MELT | | |
SECTION TOTALS | $ 296,708.11| $ 360,885.90| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 296,708.11| $ 360,885.90| $
====================================================================================================================================
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