|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 2
VENDOR RANKING
CALL ORDER : N27 CONTRACT ID : 4204 COUNTIES : HALL
LETTING DATE : 04/18/02 DISTRICT : 4
PROJECT(S) : STR-80-7(1024)
CONTRACT DESCRIPTION :
I-80, GRAND ISLAND SOUTH VIADUCT.
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VENDOR NO. BID NOTES
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* 0013 THE DIAMOND ENGINEERING COMPANY HAS AN INVALID BID BECAUSE
0013 THEY DID NOT APPLY AMENDMENTS.
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0137 IN THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1730 WILKE CONTRACTING CORPORATION $ 212,144.75 100.0000%
2 0137 JUDDS BROS. CONSTRUCTION CO. $ 217,823.05 102.6766%
3 1242 GARCIA-CHICOINE ENTERPRISES, INC. $ 260,931.10 122.9967%
* 4 0013 THE DIAMOND ENGINEERING COMPANY $ 294,422.75 138.7838%
5 0880 CHRISTENSEN BROS., INC. $ 349,782.60 164.8792%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N27 CONTRACT ID : 4204 COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : STR-80-7(1024)
====================================================================================================================================
|(1) 1730 |(2) 0137 |(3) 1242
|WILKE CONTRACTING CORPORATIO|JUDDS BROS. CONSTRUCTION CO.|GARCIA-CHICOINE ENTERPRISES,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT R.P. 312.630 LT.
2-34.5 AND 1-43.0 FT. SPANS DECK STEEL GIRDER VIADUCT
| | |
0001 0030.60 LUMP| 6500.00000 6500.00| 7500.00000 7500.00| 8000.00000 8000.00
MOBILIZATION | | |
0002 3050.15 94.500 CY | 290.00000 27405.00| 350.00000 33075.00| 273.00000 25798.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0003 3051.10 13025.000 LB | 0.07000 911.75| 0.50000 6512.50| 0.81000 10550.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0004 4044.00 1.000 EACH| 14820.00000 14820.00| 12000.00000 12000.00| 30000.00000 30000.00
PREPARATION OF STRUCTURE AT R.P. | | |
312.630 LT. | | |
0005 6004.50 146.000 LF | 80.00000 11680.00| 65.00000 9490.00| 90.00000 13140.00
EXPANSION JOINT | | |
0006 6010.26 8.200 CY | 1250.00000 10250.00| 2000.00000 16400.00| 662.00000 5428.40
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0007 6020.00 2090.000 LB | 1.10000 2299.00| 0.50000 1045.00| 0.81000 1692.90
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 73,865.75| $ 86,022.50| $ 94,610.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT R.P. 312.630 RT.
2-34.5 AND 1-43.0 FT. SPANS DECK STEEL GIRDER VIADUCT
| | |
0008 0030.60 LUMP| 6500.00000 6500.00| 7500.00000 7500.00| 8000.00000 8000.00
MOBILIZATION | | |
0009 3050.15 94.500 CY | 290.00000 27405.00| 350.00000 33075.00| 273.00000 25798.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0010 3051.10 13025.000 LB | 0.70000 9117.50| 0.50000 6512.50| 0.81000 10550.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0011 4044.00 1.000 EACH| 15240.00000 15240.00| 12000.00000 12000.00| 30000.00000 30000.00
PREPARATION OF STRUCTURE AT R.P. | | |
312.630 RT. | | |
0012 6004.50 146.000 LF | 80.00000 11680.00| 65.00000 9490.00| 90.00000 13140.00
EXPANSION JOINT | | |
0013 6010.26 8.200 CY | 1250.00000 10250.00| 2000.00000 16400.00| 662.00000 5428.40
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N27 CONTRACT ID : 4204 COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : STR-80-7(1024)
====================================================================================================================================
|(1) 1730 |(2) 0137 |(3) 1242
|WILKE CONTRACTING CORPORATIO|JUDDS BROS. CONSTRUCTION CO.|GARCIA-CHICOINE ENTERPRISES,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0014 6020.00 2090.000 LB | 1.10000 2299.00| 0.50000 1045.00| 0.81000 1692.90
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 82,491.50| $ 86,022.50| $ 94,610.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 10 GENERAL ITEMS
| | |
0015 0001.08 10956.000 BDAY| 0.50000 5478.00| 0.50000 5478.00| 0.50000 5478.00
BARRICADE, TYPE II | | |
0016 0001.10 664.000 BDAY| 1.50000 996.00| 1.00000 664.00| 6.00000 3984.00
BARRICADE, TYPE III | | |
0017 0001.30 332.000 LDAY| 2.00000 664.00| 0.85000 282.20| 4.00000 1328.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0018 0001.90 4731.000 EACH| 0.50000 2365.50| 0.35000 1655.85| 1.00000 4731.00
SIGN DAY | | |
0019 0002.30 8000.000 LF | 0.50000 4000.00| 0.35000 2800.00| 1.50000 12000.00
PAVEMENT MARKING REMOVAL | | |
0020 0002.31 6860.000 LF | 0.40000 2744.00| 0.30000 2058.00| 0.50000 3430.00
TEMPORARY PAVEMENT MARKING | | |
0021 0002.97 166.000 DAY | 50.00000 8300.00| 30.00000 4980.00| 50.00000 8300.00
FLASHING ARROW PANEL | | |
0022 0003.51 960.000 LF | 14.00000 13440.00| 13.00000 12480.00| 8.00000 7680.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0023 0003.56 960.000 LF | 5.00000 4800.00| 3.00000 2880.00| 3.00000 2880.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0024 0003.57 2.000 EACH| 1500.00000 3000.00| 1200.00000 2400.00| 1000.00000 2000.00
RELOCATE INERTIAL BARRIER SYSTEM | | |
0025 0003.58 2.000 EACH| 3000.00000 6000.00| 2800.00000 5600.00| 5200.00000 10400.00
INERTIAL BARRIER SYSTEM | | |
0026 0003.64 5.000 EACH| 400.00000 2000.00| 400.00000 2000.00| 400.00000 2000.00
REPLACEMENT MODULE | | |
0027 0030.00 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 7500.00000 7500.00
MOBILIZATION | | |
SECTION TOTALS | $ 55,787.50| $ 45,778.05| $ 71,711.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 212,144.75| $ 217,823.05| $ 260,931.10
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N27 CONTRACT ID : 4204 COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : STR-80-7(1024)
====================================================================================================================================
|(4) 0013 |(5) 0880 |
|DIAMOND ENGINEERING COMPANY/|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 R.P. 312.630 LT.
2-34.5 AND 1-43.0 FT. SPANS DECK STEEL GIRDER VIADUCT
| | |
0001 0030.60 LUMP| 5500.00000 5500.00| 15000.00000 15000.00|
MOBILIZATION | | |
0002 3050.15 94.500 CY | 308.00000 29106.00| 360.00000 34020.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0003 3051.10 13025.000 LB | 0.77000 10029.25| 1.00000 13025.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0004 4044.00 1.000 EACH| 33000.00000 33000.00| 52000.00000 52000.00|
PREPARATION OF STRUCTURE AT R.P. | | |
312.630 LT. | | |
0005 6004.50 146.000 LF | 228.00000 33288.00| 70.00000 10220.00|
EXPANSION JOINT | | |
0006 6010.26 8.200 CY | 1092.00000 8954.40| 2800.00000 22960.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0007 6020.00 2090.000 LB | 0.83000 1734.70| 2.00000 4180.00|
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 121,612.35| $ 151,405.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT R.P. 312.630 RT.
2-34.5 AND 1-43.0 FT. SPANS DECK STEEL GIRDER VIADUCT
| | |
0008 0030.60 LUMP| 5500.00000 5500.00| 15000.00000 15000.00|
MOBILIZATION | | |
0009 3050.15 94.500 CY | 308.00000 29106.00| 360.00000 34020.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0010 3051.10 13025.000 LB | 0.77000 10029.25| 1.00000 13025.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0011 4044.00 1.000 EACH| 33000.00000 33000.00| 52000.00000 52000.00|
PREPARATION OF STRUCTURE AT R.P. | | |
312.630 RT. | | |
0012 6004.50 146.000 LF | 228.00000 33288.00| 70.00000 10220.00|
EXPANSION JOINT | | |
0013 6010.26 8.200 CY | 1092.00000 8954.40| 2800.00000 22960.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N27 CONTRACT ID : 4204 COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : STR-80-7(1024)
====================================================================================================================================
|(4) 0013 |(5) 0880 |
|DIAMOND ENGINEERING COMPANY/|CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0014 6020.00 2090.000 LB | 0.83000 1734.70| 2.00000 4180.00|
REINFORCING STEEL FOR BRIDGE | | |
SECTION TOTALS | $ 121,612.35| $ 151,405.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 10 GENERAL ITEMS
| | |
0015 0001.08 10956.000 BDAY| 0.50000 5478.00| 0.50000 5478.00|
BARRICADE, TYPE II | | |
0016 0001.10 664.000 BDAY| 1.00000 664.00| 1.10000 730.40|
BARRICADE, TYPE III | | |
0017 0001.30 332.000 LDAY| 0.85000 282.20| 0.90000 298.80|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0018 0001.90 4731.000 EACH| 0.35000 1655.85| 0.40000 1892.40|
SIGN DAY | | |
0019 0002.30 8000.000 LF | 0.35000 2800.00| 0.40000 3200.00|
PAVEMENT MARKING REMOVAL | | |
0020 0002.31 6860.000 LF | 0.30000 2058.00| 0.35000 2401.00|
TEMPORARY PAVEMENT MARKING | | |
0021 0002.97 166.000 DAY | 30.00000 4980.00| 32.00000 5312.00|
FLASHING ARROW PANEL | | |
0022 0003.51 960.000 LF | 18.00000 17280.00| 8.00000 7680.00|
INSTALL CONCRETE PROTECTION BARRIER | | |
0023 0003.56 960.000 LF | 5.00000 4800.00| 8.00000 7680.00|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0024 0003.57 2.000 EACH| 1200.00000 2400.00| 1250.00000 2500.00|
RELOCATE INERTIAL BARRIER SYSTEM | | |
0025 0003.58 2.000 EACH| 2800.00000 5600.00| 2900.00000 5800.00|
INERTIAL BARRIER SYSTEM | | |
0026 0003.64 5.000 EACH| 400.00000 2000.00| 400.00000 2000.00|
REPLACEMENT MODULE | | |
0027 0030.00 LUMP| 1200.00000 1200.00| 2000.00000 2000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 51,198.05| $ 46,972.60|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 294,422.75| $ 349,782.60|
====================================================================================================================================