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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 : F26 CONTRACT ID : 7781 COUNTIES : FURNAS
LETTING DATE : 02/06/03 DISTRICT : 7
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7033(27)
ON A COUNTY ROAD SOUTHEAST OF HENDLEY.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0013 THIS LETTING IS LIMITED TO 1.--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 258,506.98 100.0000%
2 0013 THE DIAMOND ENGINEERING COMPANY $ 260,135.56 100.6300%
3 0462 L. J. WEBB CONTRACTOR, INC. $ 306,183.17 118.4429%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F26 -3
TABULATION OF BIDSCALL ORDER : F26 CONTRACT ID : 7781 COUNTIES : FURNAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 7====================================================================================================================================
|( 1 ) 2853 |( 2 ) 0013 |( 3 ) 0462
|SIMON CONTRACTORS AND SUBSI |DIAMOND ENGINEERING COMPANY |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 6 BRIDGE AT STA. 3+35 1-10.36 & 2-7.77 m SPANS, CONC SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0001.10 1332.000 BDAY| 2.30000 3063.60| 2.00000 2664.00| 2.00000 2664.00
BARRICADE, TYPE III | | |
0002 0001.90 1554.000 EACH| 0.58000 901.32| 0.50000 777.00| 0.50000 777.00
SIGN DAY | | |
0003 0001.98 666.000 EACH| 1.15000 765.90| 1.00000 666.00| 1.00000 666.00
CONTRACTOR FURNISHED SIGN | | |
0004 0030.60 LUMP| 24230.50000 24230.50| 20000.00000 20000.00| 43500.00000 43500.00
MOBILIZATION | | |
0005 1000.00 24.000 EACH| 201.25000 4830.00| 65.00000 1560.00| 65.00000 1560.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 1725.00000 1725.00| 6820.00000 6820.00| 3320.00000 3320.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 3230.000 m3 | 5.46000 17635.80| 3.55000 11466.50| 3.55000 11466.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 100.000 kL | 5.16000 516.00| 3.00000 300.00| 3.00000 300.00
WATER | | |
0009 4050.01 71.000 m3 | 6.04000 428.84| 9.00000 639.00| 9.00000 639.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0010 4300.18 25.300 m | 60.36000 1527.11| 42.06000 1064.12| 42.06000 1064.12
450 mm CULVERT PIPE | | |
0011 4310.18 1.000 EACH| 161.00000 161.00| 122.00000 122.00| 122.00000 122.00
450 mm FLARED-END SECTION | | |
0012 6000.10 50.000 LS | 2587.50000 2587.50| 2800.00000 2800.00| 7500.00000 7500.00
ABUTMENT NO.1 EXCAVATION | | |
0013 6000.11 50.000 LS | 2587.50000 2587.50| 2800.00000 2800.00| 7500.00000 7500.00
ABUTMENT NO.2 EXCAVATION | | |
0014 6001.50 25.000 LS | 3162.50000 3162.50| 4800.00000 4800.00| 10000.00000 10000.00
BENT NO.1 EXCAVATION | | |
0015 6001.51 25.000 LS | 3162.50000 3162.50| 3900.00000 3900.00| 10000.00000 10000.00
BENT NO.2 EXCAVATION | | |
0016 6010.22 117.890 m3 | 473.94000 55872.79| 467.00000 55054.63| 490.50000 57825.05
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0017 6010.26 100.050 m3 | 507.47000 50772.37| 510.00000 51025.50| 490.50000 49074.53
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0018 6020.00 18824.000 kg | 1.46000 27483.04| 1.02000 19200.48| 1.54000 28988.96
REINFORCING STEEL FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F26 -4
TABULATION OF BIDSCALL ORDER : F26 CONTRACT ID : 7781 COUNTIES : FURNAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 7====================================================================================================================================
|( 1 ) 2853 |( 2 ) 0013 |( 3 ) 0462
|SIMON CONTRACTORS AND SUBSI |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6040.00 1.000 EACH| 2242.50000 2242.50| 11000.00000 11000.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 3+37.5 | | |
0020 6080.00 521.000 kg | 3.31000 1724.51| 4.93000 2568.53| 7.75000 4037.75
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0021 6105.02 662.000 Mg | 56.99000 37727.38| 63.00000 41706.00| 46.35000 30683.70
ROCK RIPRAP, TYPE B | | |
0022 6210.12 225.200 m | 67.87000 15284.32| 84.00000 18916.80| 85.30000 19209.56
HP 250 mm X 62 kg STEEL PILING | | |
0023 L006.00 1.000 ha | 115.00000 115.00| 285.00000 285.00| 285.00000 285.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 258,506.98| $ 260,135.56| $ 306,183.17
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 258,506.98| $ 260,135.56| $ 306,183.17
====================================================================================================================================
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