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Last Updated:
03/14/2003
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March 13, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F07 CONTRACT ID : 3157 COUNTIES : DIXON
LETTING DATE : 03/13/03 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7026(13)
ON A COUNTY ROAD WEST OF WATERBURY.
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VENDOR NO. BID NOTES
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1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
1742 IN THIS LETTING IS LIMITED TO 1.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0774 DIXON CONSTRUCTION CO. $ 297,071.60 100.0000%
2 0810 ELK HORN CONSTRUCTION CO. $ 321,695.60 108.2889%
3 0463 GRAVES CONSTRUCTION CO., INC. $ 335,778.76 113.0296%
4 0880 CHRISTENSEN BROS., INC. $ 337,032.40 113.4516%
5 1742 HERBST CONSTRUCTION, INC. $ 377,218.50 126.9790%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F07 -3
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3157 COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0774 |( 2 ) 0810 |( 3 ) 0463
|DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. |GRAVES CONSTRUCTION CO., 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. 16+95 1 - 110' SIMPLE SPAN COMPOSITE PLATE GIRDER BRIDGE
| | |
0001 0001.10 1332.000 BDAY| 1.00000 1332.00| 1.00000 1332.00| 1.05000 1398.60
BARRICADE, TYPE III | | |
0002 0001.90 1332.000 EACH| 0.50000 666.00| 0.50000 666.00| 0.53000 705.96
SIGN DAY | | |
0003 0001.99 666.000 EACH| 1.75000 1165.50| 1.00000 666.00| 1.05000 699.30
CONTRACTOR FURNISHED SIGN DAY | | |
0004 0030.60 LUMP| 27000.00000 27000.00| 32000.00000 32000.00| 31000.00000 31000.00
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 205.00000 205.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 1800.00000 1800.00| 1800.00000 1800.00| 1836.00000 1836.00
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 14.000 MGAL| 10.00000 140.00| 10.00000 140.00| 30.00000 420.00
WATER | | |
0008 1030.00 1410.000 CY | 4.96000 6993.60| 4.96000 6993.60| 5.35000 7543.50
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1300.18 40.000 LF | 17.00000 680.00| 17.00000 680.00| 17.34000 693.60
18" DRIVEWAY CULVERT PIPE | | |
0010 1300.24 42.000 LF | 20.00000 840.00| 20.00000 840.00| 22.00000 924.00
24" DRIVEWAY CULVERT PIPE | | |
0011 4043.00 22.000 LF | 10.00000 220.00| 10.00000 220.00| 11.00000 242.00
REMOVE CULVERT PIPE | | |
0012 4050.01 34.000 CY | 10.00000 340.00| 10.00000 340.00| 12.00000 408.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0013 4350.24 36.000 LF | 20.00000 720.00| 20.00000 720.00| 21.00000 756.00
24" CORRUGATED METAL PIPE | | |
0014 4360.24 2.000 EACH| 220.00000 440.00| 220.00000 440.00| 231.00000 462.00
24" METAL FLARED-END SECTION | | |
0015 4765.07 100.000 LF | 13.00000 1300.00| 13.00000 1300.00| 12.00000 1200.00
6" PERFORATED CORRUGATED POLYETHYLENE | | |
PIPE UNDERDRAIN | | |
0016 6000.10 5.000 LS | 7500.00000 7500.00| 5000.00000 5000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 5.000 LS | 7500.00000 7500.00| 5000.00000 5000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0018 6005.78 4.000 EACH| 900.00000 3600.00| 600.00000 2400.00| 800.00000 3200.00
EXPANSION BEARING, TFE TYPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F07 -4
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3157 COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0774 |( 2 ) 0810 |( 3 ) 0463
|DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. |GRAVES CONSTRUCTION CO., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6005.83 4.000 EACH| 750.00000 3000.00| 600.00000 2400.00| 750.00000 3000.00
FIXED BEARING | | |
0020 6010.22 18.800 CY | 500.00000 9400.00| 500.00000 9400.00| 400.00000 7520.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0021 6010.26 108.700 CY | 400.00000 43480.00| 500.00000 54350.00| 305.00000 33153.50
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0022 6020.00 23590.000 LB | 0.55000 12974.50| 0.50000 11795.00| 0.57000 13446.30
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 10000.00000 10000.00| 15000.00000 15000.00| 21000.00000 21000.00
REMOVE STRUCTURE AT STA. 17+05 RT. | | |
0024 6040.50 4.000 EACH| 400.00000 1600.00| 500.00000 2000.00| 350.00000 1400.00
REMOVE CAISSON | | |
0025 6071.10 88090.000 LS | 80000.00000 80000.00| 90000.00000 90000.00| 103500.00000 103500.00
STEEL SUPERSTRUCTURE AT STA. 16+95 | | |
0026 6080.00 2520.000 LB | 2.00000 5040.00| 2.00000 5040.00| 2.60000 6552.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0027 6105.02 390.000 TON | 25.00000 9750.00| 23.00000 8970.00| 25.00000 9750.00
ROCK RIPRAP, TYPE B | | |
0028 6210.50 1280.000 LF | 22.00000 28160.00| 22.00000 28160.00| 35.00000 44800.00
PIPE PILING | | |
0029 6310.00 3033.000 SF | 10.00000 30330.00| 11.00000 33363.00| 11.00000 33363.00
STEEL SHEET PILING | | |
0030 L006.00 0.600 ACRE| 1500.00000 900.00| 800.00000 480.00| 1000.00000 600.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 297,071.60| $ 321,695.60| $ 335,778.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 297,071.60| $ 321,695.60| $ 335,778.76
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F07 -5
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3157 COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0880 |( 5 ) 1742 |( )
|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 6 BRIDGE AT STA. 16+95 1 - 110' SIMPLE SPAN COMPOSITE PLATE GIRDER BRIDGE
| | |
0001 0001.10 1332.000 BDAY| 1.50000 1998.00| 1.00000 1332.00|
BARRICADE, TYPE III | | |
0002 0001.90 1332.000 EACH| 0.60000 799.20| 1.00000 1332.00|
SIGN DAY | | |
0003 0001.99 666.000 EACH| 1.20000 799.20| 1.00000 666.00|
CONTRACTOR FURNISHED SIGN DAY | | |
0004 0030.60 LUMP| 32000.00000 32000.00| 35000.00000 35000.00|
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 300.00000 300.00| 200.00000 200.00|
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 4000.00000 4000.00| 2000.00000 2000.00|
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 14.000 MGAL| 10.00000 140.00| 10.00000 140.00|
WATER | | |
0008 1030.00 1410.000 CY | 5.00000 7050.00| 5.10000 7191.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1300.18 40.000 LF | 18.00000 720.00| 17.00000 680.00|
18" DRIVEWAY CULVERT PIPE | | |
0010 1300.24 42.000 LF | 20.00000 840.00| 20.00000 840.00|
24" DRIVEWAY CULVERT PIPE | | |
0011 4043.00 22.000 LF | 10.00000 220.00| 10.00000 220.00|
REMOVE CULVERT PIPE | | |
0012 4050.01 34.000 CY | 10.00000 340.00| 10.00000 340.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0013 4350.24 36.000 LF | 20.00000 720.00| 20.00000 720.00|
24" CORRUGATED METAL PIPE | | |
0014 4360.24 2.000 EACH| 250.00000 500.00| 220.00000 440.00|
24" METAL FLARED-END SECTION | | |
0015 4765.07 100.000 LF | 13.00000 1300.00| 13.00000 1300.00|
6" PERFORATED CORRUGATED POLYETHYLENE | | |
PIPE UNDERDRAIN | | |
0016 6000.10 5.000 LS | 7000.00000 7000.00| 10000.00000 10000.00|
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 5.000 LS | 7000.00000 7000.00| 10000.00000 10000.00|
ABUTMENT NO.2 EXCAVATION | | |
0018 6005.78 4.000 EACH| 1000.00000 4000.00| 900.00000 3600.00|
EXPANSION BEARING, TFE TYPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : F07 -6
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3157 COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0880 |( 5 ) 1742 |( )
|CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6005.83 4.000 EACH| 900.00000 3600.00| 950.00000 3800.00|
FIXED BEARING | | |
0020 6010.22 18.800 CY | 570.00000 10716.00| 800.00000 15040.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0021 6010.26 108.700 CY | 430.00000 46741.00| 325.00000 35327.50|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0022 6020.00 23590.000 LB | 0.70000 16513.00| 0.50000 11795.00|
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 15000.00000 15000.00| 30000.00000 30000.00|
REMOVE STRUCTURE AT STA. 17+05 RT. | | |
0024 6040.50 4.000 EACH| 500.00000 2000.00| 3000.00000 12000.00|
REMOVE CAISSON | | |
0025 6071.10 88090.000 LS | 91000.00000 91000.00| 94000.00000 94000.00|
STEEL SUPERSTRUCTURE AT STA. 16+95 | | |
0026 6080.00 2520.000 LB | 3.00000 7560.00| 2.50000 6300.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0027 6105.02 390.000 TON | 30.00000 11700.00| 30.00000 11700.00|
ROCK RIPRAP, TYPE B | | |
0028 6210.50 1280.000 LF | 20.00000 25600.00| 27.00000 34560.00|
PIPE PILING | | |
0029 6310.00 3033.000 SF | 12.00000 36396.00| 15.00000 45495.00|
STEEL SHEET PILING | | |
0030 L006.00 0.600 ACRE| 800.00000 480.00| 2000.00000 1200.00|
COVER CROP SEEDING | | |
SECTION TOTALS | $ 337,032.40| $ 377,218.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 337,032.40| $ 377,218.50| $
====================================================================================================================================
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1500 Highway 2 Lincoln, Nebraska 68502
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Fax (402) 479-3803
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