|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F21 CONTRACT ID : 6027 COUNTIES : DAWSON
LETTING DATE : 03/14/02 DISTRICT : 6
PROJECT(S) : BRO-7024(15)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHWEST OF EDDYVILLE.
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VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2283 PERRETT CONSTRUCTION LTD. $ 89,755.50 100.0000%
2 0462 L. J. WEBB CONTRACTOR, INC. $ 96,056.25 107.0199%
3 1730 WILKE CONTRACTING CORPORATION $ 105,553.51 117.6011%
4 0929 MIDLANDS CONTRACTING, INC. $ 113,788.90 126.7765%
5 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 116,326.18 129.6034%
6 0013 THE DIAMOND ENGINEERING COMPANY $ 117,425.35 130.8280%
7 1749 VAN KIRK SAND & GRAVEL, INC. $ 132,285.88 147.3847%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 6027 COUNTIES : DAWSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : BRO-7024(15)
====================================================================================================================================
|(1) 2283 |(2) 0462 |(3) 1730
|PERRETT CONSTRUCTION LTD. |WEBB CONTRACTOR, INC./L. J. |WILKE CONTRACTING CORPORATIO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 4 CULVERT AT STA. 13+10
TRIPLE 4 m X 2 m REINFORCED CONCRETE BOX CULVERT
| | |
0001 L006.00 1.000 ha | 165.00000 165.00| 150.00000 150.00| 250.00000 250.00
COVER CROP SEEDING | | |
0002 0001.10 744.000 BDAY| 2.20000 1636.80| 2.00000 1488.00| 2.00000 1488.00
BARRICADE, TYPE III | | |
0003 0001.30 124.000 LDAY| 2.50000 310.00| 2.25000 279.00| 2.25000 279.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1240.000 EACH| 0.55000 682.00| 0.50000 620.00| 0.50000 620.00
SIGN DAY | | |
0005 0030.40 LUMP| 5400.00000 5400.00| 6500.00000 6500.00| 4500.00000 4500.00
MOBILIZATION | | |
0006 1009.00 LUMP| 1650.00000 1650.00| 500.00000 500.00| 1000.00000 1000.00
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 25.000 kL | 5.00000 125.00| 4.00000 100.00| 4.00000 100.00
WATER | | |
0008 1030.00 3140.000 m3 | 3.96000 12434.40| 2.56000 8038.40| 3.66000 11492.40
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 4043.00 30.000 m | 30.00000 900.00| 9.00000 270.00| 33.50000 1005.00
REMOVE CULVERT PIPE | | |
0010 4050.01 177.000 m3 | 10.00000 1770.00| 10.00000 1770.00| 9.05000 1601.85
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0011 4051.01 590.000 m3 | 6.00000 3540.00| 10.00000 5900.00| 14.00000 8260.00
EXCAVATION FOR BOX CULVERTS | | |
0012 4101.06 175.840 m3 | 245.00000 43080.80| 315.00000 55389.60| 340.00000 59785.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0013 4151.00 12041.000 kg | 1.50000 18061.50| 1.25000 15051.25| 1.26000 15171.66
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 89,755.50| $ 96,056.25| $ 105,553.51
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 89,755.50| $ 96,056.25| $ 105,553.51
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 6027 COUNTIES : DAWSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : BRO-7024(15)
====================================================================================================================================
|(4) 0929 |(5) 2853 |(6) 0013
|MIDLANDS CONTRACTING, INC. |SIMON CONTRACTORS AND SUBSID|DIAMOND ENGINEERING COMPANY/
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 4 CULVERT AT STA. 13+10
TRIPLE 4 m X 2 m REINFORCED CONCRETE BOX CULVERT
| | |
0001 L006.00 1.000 ha | 165.00000 165.00| 172.50000 172.50| 150.00000 150.00
COVER CROP SEEDING | | |
0002 0001.10 744.000 BDAY| 2.00000 1488.00| 2.30000 1711.20| 2.50000 1860.00
BARRICADE, TYPE III | | |
0003 0001.30 124.000 LDAY| 2.25000 279.00| 2.59000 321.16| 3.00000 372.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1240.000 EACH| 0.50000 620.00| 0.57000 706.80| 0.75000 930.00
SIGN DAY | | |
0005 0030.40 LUMP| 6580.00000 6580.00| 10476.50000 10476.50| 2400.00000 2400.00
MOBILIZATION | | |
0006 1009.00 LUMP| 1700.00000 1700.00| 1725.00000 1725.00| 3500.00000 3500.00
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 25.000 kL | 4.50000 112.50| 4.60000 115.00| 4.00000 100.00
WATER | | |
0008 1030.00 3140.000 m3 | 4.10000 12874.00| 4.21000 13219.40| 3.66000 11492.40
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 4043.00 30.000 m | 20.00000 600.00| 32.20000 966.00| 33.50000 1005.00
REMOVE CULVERT PIPE | | |
0010 4050.01 177.000 m3 | 10.00000 1770.00| 10.66000 1886.82| 9.05000 1601.85
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0011 4051.01 590.000 m3 | 13.00000 7670.00| 12.67000 7475.30| 12.50000 7375.00
EXCAVATION FOR BOX CULVERTS | | |
0012 4101.06 175.840 m3 | 345.00000 60664.80| 347.90000 61174.74| 390.00000 68577.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0013 4151.00 12041.000 kg | 1.60000 19265.60| 1.36000 16375.76| 1.50000 18061.50
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 113,788.90| $ 116,326.18| $ 117,425.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 113,788.90| $ 116,326.18| $ 117,425.35
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F21 CONTRACT ID : 6027 COUNTIES : DAWSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 6
PROJECT(S) : BRO-7024(15)
====================================================================================================================================
|(7) 1749 | |
|VAN KIRK SAND & GRAVEL, INC.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 4 CULVERT AT STA. 13+10
TRIPLE 4 m X 2 m REINFORCED CONCRETE BOX CULVERT
| | |
0001 L006.00 1.000 ha | 300.00000 300.00| |
COVER CROP SEEDING | | |
0002 0001.10 744.000 BDAY| 4.00000 2976.00| |
BARRICADE, TYPE III | | |
0003 0001.30 124.000 LDAY| 4.00000 496.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 1240.000 EACH| 0.85000 1054.00| |
SIGN DAY | | |
0005 0030.40 LUMP| 10000.00000 10000.00| |
MOBILIZATION | | |
0006 1009.00 LUMP| 3000.00000 3000.00| |
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 25.000 kL | 6.00000 150.00| |
WATER | | |
0008 1030.00 3140.000 m3 | 6.00000 18840.00| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 4043.00 30.000 m | 27.00000 810.00| |
REMOVE CULVERT PIPE | | |
0010 4050.01 177.000 m3 | 20.00000 3540.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0011 4051.01 590.000 m3 | 15.00000 8850.00| |
EXCAVATION FOR BOX CULVERTS | | |
0012 4101.06 175.840 m3 | 372.00000 65412.48| |
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0013 4151.00 12041.000 kg | 1.40000 16857.40| |
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 132,285.88| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 132,285.88| |
====================================================================================================================================