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Contract Letting June 27, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 2
VENDOR RANKING
CALL ORDER : N06 CONTRACT ID : 3625X COUNTIES : DAKOTA
LETTING DATE : 06/27/02 DISTRICT : 3
PROJECT(S) : MISC-129-1(1009)
CONTRACT DESCRIPTION :
ON US-129, "G" STREET OVERPASS,
SOUTH SIOUX CITY.
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VENDOR NO. BID NOTES
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
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1 0810 ELK HORN CONSTRUCTION CO. $ 14,820.00 100.0000%
2 1242 GARCIA-CHICOINE ENTERPRISES, INC. $ 20,308.00 137.0310%
3 0078 SIOUX FALLS CONSTRUCTION COMPANY $ 27,351.15 184.5556%
4 0880 CHRISTENSEN BROS., INC. $ 27,793.30 187.5391%
5 1742 HERBST CONSTRUCTION, INC. $ 33,464.00 225.8029%
6 0774 DIXON CONSTRUCTION CO. $ 40,592.00 273.9001%
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N06 CONTRACT ID : 3625X COUNTIES : DAKOTA
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 3
PROJECT(S) : MISC-129-1(1009)
====================================================================================================================================
|(1) 0810 |(2) 1242 |(3) 0078
|ELK HORN CONSTRUCTION CO. |GARCIA-CHICOINE ENTERPRISES,|SIOUX FALLS CONSTRUCTION COM
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 355+00.85
2-97' SPANS WELDED PLATE GIRDER BRIDGE
| | |
0001 0001.08 350.000 BDAY| 0.50000 175.00| 0.50000 175.00| 0.50000 175.00
BARRICADE, TYPE II | | |
0002 0001.10 38.000 BDAY| 2.00000 76.00| 6.00000 228.00| 2.62000 99.56
BARRICADE, TYPE III | | |
0003 0001.30 38.000 LDAY| 2.00000 76.00| 6.00000 228.00| 2.62000 99.56
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.75 120.000 EACH| 4.00000 480.00| 12.50000 1500.00| 5.25000 630.00
TEMPORARY SIGN DAY | | |
0005 0001.90 513.000 EACH| 1.00000 513.00| 4.00000 2052.00| 1.31000 672.03
SIGN DAY | | |
0006 0003.10 10.000 DAY | 150.00000 1500.00| 250.00000 2500.00| 160.00000 1600.00
FLAGGING | | |
0007 0030.60 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 12500.00000 12500.00
MOBILIZATION | | |
0008 3089.80 20.000 CY | 150.00000 3000.00| 137.50000 2750.00| 210.00000 4200.00
FLOWABLE FILL CONCRETE | | |
0009 6030.05 1.000 EACH| 6000.00000 6000.00| 3750.00000 3750.00| 6500.00000 6500.00
PREPARATION OF BRIDGE AT STA. 355+00.85 | | |
0010 6107.00 5.000 SY | 200.00000 1000.00| 425.00000 2125.00| 175.00000 875.00
CONCRETE SLOPE PROTECTION | | |
SECTION TOTALS | $ 14,820.00| $ 20,308.00| $ 27,351.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 14,820.00| $ 20,308.00| $ 27,351.15
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N06 CONTRACT ID : 3625X COUNTIES : DAKOTA
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 3
PROJECT(S) : MISC-129-1(1009)
====================================================================================================================================
|(4) 0880 |(5) 1742 |(6) 0774
|CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. |DIXON 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. 355+00.85
2-97' SPANS WELDED PLATE GIRDER BRIDGE
| | |
0001 0001.08 350.000 BDAY| 0.50000 175.00| 0.50000 175.00| 0.50000 175.00
BARRICADE, TYPE II | | |
0002 0001.10 38.000 BDAY| 4.00000 152.00| 5.50000 209.00| 4.00000 152.00
BARRICADE, TYPE III | | |
0003 0001.30 38.000 LDAY| 4.00000 152.00| 5.50000 209.00| 4.00000 152.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.75 120.000 EACH| 5.00000 600.00| 6.00000 720.00| 5.00000 600.00
TEMPORARY SIGN DAY | | |
0005 0001.90 513.000 EACH| 1.10000 564.30| 2.00000 1026.00| 1.00000 513.00
SIGN DAY | | |
0006 0003.10 10.000 DAY | 180.00000 1800.00| 200.00000 2000.00| 150.00000 1500.00
FLAGGING | | |
0007 0030.60 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 13000.00000 13000.00
MOBILIZATION | | |
0008 3089.80 20.000 CY | 240.00000 4800.00| 800.00000 16000.00| 300.00000 6000.00
FLOWABLE FILL CONCRETE | | |
0009 6030.05 1.000 EACH| 15000.00000 15000.00| 8000.00000 8000.00| 17000.00000 17000.00
PREPARATION OF BRIDGE AT STA. 355+00.85 | | |
0010 6107.00 5.000 SY | 110.00000 550.00| 225.00000 1125.00| 300.00000 1500.00
CONCRETE SLOPE PROTECTION | | |
SECTION TOTALS | $ 27,793.30| $ 33,464.00| $ 40,592.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 27,793.30| $ 33,464.00| $ 40,592.00
====================================================================================================================================