|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F11 DATE : 04/19/02
DATE OF LETTING : 04/18/02 PAGE : 1
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0137 L 0001 $ 800.00000 $ 3,200.00
0137 L 0002 $ 230.00000 $ 920.00
0137 L 0003 $ 138.00000 $ 2,760.00
0137 L 0004 $ 5,800.00000 $ 5,800.00
0137 L 0005 $ 4,050.00000 $ 4,050.00
0137 L 0006 $ 3.00000 $ 33,015.00
0137 L 0007 $ 1.50000 $ 345.00
0137 L 0008 $ 1,000.00000 $ 7,952.00
0137 L 0009 $ 19.50000 $ 9,145.50
0137 L 0010 $ 8.00000 $ 200.80
0137 L 0011 $ 1.00000 $ 1,057.00
0137 L 0012 $ 33.00000 $ 825.00
0137 L 0013 $ 106.00000 $ 1,219.00
0137 L 0014 $ 175.00000 $ 10,587.50
0137 L 0015 $ 130.00000 $ 520.00
0137 L 0016 $ 605.00000 $ 1,210.00
0137 L 0017 $ 1,030.00000 $ 1,030.00
0137 L 0018 $ 8,400.00000 $ 8,400.00
0137 L 0019 $ 1.55000 $ 3,211.60
0137 L 0020 $ 1,900.00000 $ 1,900.00
0137 L 0021 $ 1,900.00000 $ 1,900.00
0137 L 0022 $ 6,700.00000 $ 6,700.00
0137 L 0023 $ 6,700.00000 $ 6,700.00
0137 L 0024 $ 725.00000 $ 8,700.00
0137 L 0025 $ 550.00000 $ 2,200.00
0137 L 0026 $ 700.00000 $ 216,510.00
0137 L 0027 $ 800.00000 $ 99,440.00
0137 L 0028 $ 0.98000 $ 27,199.90
0137 L 0029 $ 6,600.00000 $ 6,600.00
0137 L 0030 $ 88,500.00000 $ 88,500.00
0137 L 0031 $ 3.50000 $ 8,312.50
0137 L 0032 $ 30.00000 $ 58,350.00
0137 L 0033 $ 84.00000 $ 40,555.20
0137 L 0034 $ 105.00000 $ 32,298.00
0137 L 0035 $ 1.50000 $ 2,322.00
0137 L 0036 $ 1,200.00000 $ 4,800.00
0137 L 0037 $ 1,100.00000 $ 4,400.00
0137 L 0038 $ 1.15000 $ 2,497.80
0137 L 0039 $ 0.65000 $ 235.30
0137 L 0040 $ 0.55000 $ 1,592.80
0137 L 0041 $ 700.00000 $ 700.00
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F11 DATE : 04/19/02
DATE OF LETTING : 04/18/02 PAGE : 2
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0137 P $ 0.00000 $ 717,861.90
0137 S 0001 $ 0.00000 $ 83,836.80
0137 S 0002 $ 0.00000 $ 628,999.20
0137 S 0003 $ 0.00000 $ 5,025.90
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 3
VENDOR RANKING
CALL ORDER : F11 CONTRACT ID : 3081 COUNTIES : COLFAX
LETTING DATE : 04/18/02 DISTRICT : 3
PROJECT(S) : BRO-7019(6)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD NORTHWEST OF SCHUYLER
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
* 0137 JUDDS BROS. CONSTRUCTION CO. HAS AN INVALID BID BECAUSE THEY
0137 DID NOT APPLY AMENDMENTS.
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0462 THIS LETTING IS LIMITED TO 2.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2283 PERRETT CONSTRUCTION LTD. $ 599,356.50 100.0000%
2 0462 L. J. WEBB CONTRACTOR, INC. $ 674,462.72 112.5311%
3 0774 DIXON CONSTRUCTION CO. $ 748,927.46 124.9552%
4 0880 CHRISTENSEN BROS., INC. $ 835,466.20 139.3938%
5 1227 GILBERT CENTRAL CORP. $ 883,773.84 147.4537%
* 0137 JUDDS BROS. CONSTRUCTION CO. IRREGULAR
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3081 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(6)
====================================================================================================================================
|(1) 2283 |(2) 0462 |(3) 0774
|PERRETT CONSTRUCTION LTD. |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L001.01 4.000 ha | 2500.00000 10000.00| 970.00000 3880.00| 970.00000 3880.00
SEEDING, TYPE A | | |
0002 L006.00 4.000 ha | 438.00000 1752.00| 425.00000 1700.00| 437.50000 1750.00
COVER CROP SEEDING | | |
0003 L032.75 20.000 Mg | 150.00000 3000.00| 90.00000 1800.00| 90.00000 1800.00
MULCH | | |
0004 0030.10 LUMP| 10000.00000 10000.00| 4360.00000 4360.00| 10000.00000 10000.00
MOBILIZATION | | |
0005 1009.00 LUMP| 4500.00000 4500.00| 4050.00000 4050.00| 10000.00000 10000.00
GENERAL CLEARING AND GRUBBING | | |
0006 1010.01 11005.000 m3 | 3.00000 33015.00| 2.85000 31364.25| 5.00000 55025.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0007 1011.00 230.000 kL | 1.50000 345.00| 1.50000 345.00| 1.50000 345.00
WATER | | |
0008 2009.51 7.952 StaM| 1000.00000 7952.00| 974.00000 7745.25| 974.00000 7745.25
CRUSHED ROCK EMBEDMENT | | |
0009 2010.00 469.000 m3 | 20.00000 9380.00| 19.48000 9136.12| 33.00000 15477.00
CRUSHED ROCK SURFACE COURSE | | |
0010 4043.00 25.100 m | 10.00000 251.00| 7.96000 199.80| 17.00000 426.70
REMOVE CULVERT PIPE | | |
0011 4050.01 1057.000 m3 | 2.00000 2114.00| 1.00000 1057.00| 6.55000 6923.35
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4300.24 25.000 m | 34.00000 850.00| 32.90000 822.50| 65.60000 1640.00
600 mm CULVERT PIPE | | |
0013 4300.48 11.500 m | 110.00000 1265.00| 105.60000 1214.40| 131.20000 1508.80
1200 mm CULVERT PIPE | | |
0014 4300.60 60.500 m | 185.00000 11192.50| 174.20000 10539.10| 196.80000 11906.40
1500 mm CULVERT PIPE | | |
0015 4310.24 4.000 EACH| 150.00000 600.00| 128.10000 512.40| 300.00000 1200.00
600 mm FLARED-END SECTION | | |
0016 4310.48 2.000 EACH| 650.00000 1300.00| 604.55000 1209.10| 800.00000 1600.00
1200 mm FLARED-END SECTION | | |
0017 4310.60 1.000 EACH| 1200.00000 1200.00| 1026.35000 1026.35| 1500.00000 1500.00
1500 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3081 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(6)
====================================================================================================================================
|(1) 2283 |(2) 0462 |(3) 0774
|PERRETT CONSTRUCTION LTD. |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 98,716.50| $ 80,961.27| $ 132,727.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 7+94.7
1-21.6 M & 2-16.2 M SPANS ROLLED BEAM STEEL GIRDER
| | |
0018 0030.60 LUMP| 20000.00000 20000.00| 40000.00000 40000.00| 50000.00000 50000.00
MOBILIZATION | | |
0019 1043.50 2072.000 m2 | 4.00000 8288.00| 2.40000 4972.80| 2.40000 4972.80
RIPRAP FILTER FABRIC | | |
0020 6000.10 25.000 LS | 7000.00000 7000.00| 5000.00000 5000.00| 7000.00000 7000.00
ABUTMENT NO.1 EXCAVATION | | |
0021 6000.11 25.000 LS | 7000.00000 7000.00| 5000.00000 5000.00| 7000.00000 7000.00
ABUTMENT NO.2 EXCAVATION | | |
0022 6000.60 85.000 LS | 12500.00000 12500.00| 20000.00000 20000.00| 15000.00000 15000.00
PIER NO.1 EXCAVATION | | |
0023 6000.61 85.000 LS | 12500.00000 12500.00| 20000.00000 20000.00| 15000.00000 15000.00
PIER NO.2 EXCAVATION | | |
0024 6005.78 12.000 EACH| 650.00000 7800.00| 1000.00000 12000.00| 900.00000 10800.00
EXPANSION BEARING, TFE TYPE | | |
0025 6005.83 4.000 EACH| 600.00000 2400.00| 1000.00000 4000.00| 1000.00000 4000.00
FIXED BEARING | | |
0026 6010.22 309.300 m3 | 300.00000 92790.00| 385.00000 119080.50| 393.00000 121554.90
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0027 6010.26 124.300 m3 | 325.00000 40397.50| 399.00000 49595.70| 393.00000 48849.90
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0028 6020.00 27755.000 kg | 1.00000 27755.00| 1.21000 33583.55| 1.21000 33583.55
REINFORCING STEEL FOR BRIDGE | | |
0029 6040.00 1.000 EACH| 6500.00000 6500.00| 10000.00000 10000.00| 50000.00000 50000.00
REMOVE STRUCTURE AT STA. 8+00.20 LT. | | |
0030 6071.12 45640.000 LS | 85000.00000 85000.00| 98000.00000 98000.00| 90000.00000 90000.00
STEEL SUPERSTRUCTURE AT STA. 7+94.70 | | |
0031 6080.00 2375.000 kg | 4.00000 9500.00| 6.60000 15675.00| 5.50000 13062.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 1945.000 Mg | 36.00000 70020.00| 31.00000 60295.00| 27.00000 52515.00
ROCK RIPRAP, TYPE B | | |
0033 6200.00 482.800 m | 80.00000 38624.00| 92.00000 44417.60| 82.00000 39589.60
CONCRETE PILING | | |
0034 6310.00 307.600 m2 | 125.00000 38450.00| 129.00000 39680.40| 129.12000 39717.31
STEEL SHEET PILING | | |
0035 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3081 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(6)
====================================================================================================================================
|(1) 2283 |(2) 0462 |(3) 0774
|PERRETT CONSTRUCTION LTD. |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7021.45 4.000 EACH| 875.00000 3500.00| 875.00000 3500.00| 875.00000 3500.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 494,024.50| $ 588,800.55| $ 610,145.56
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 10 GENERAL ITEMS
| | |
0037 0001.10 2172.000 BDAY| 1.15000 2497.80| 1.15000 2497.80| 1.00000 2172.00
BARRICADE, TYPE III | | |
0038 0001.30 362.000 LDAY| 0.65000 235.30| 0.65000 235.30| 2.00000 724.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0039 0001.90 2896.000 EACH| 0.65000 1882.40| 0.55000 1592.80| 0.40000 1158.40
SIGN DAY | | |
0040 0030.10 LUMP| 2000.00000 2000.00| 375.00000 375.00| 2000.00000 2000.00
MOBILIZATION | | |
SECTION TOTALS | $ 6,615.50| $ 4,700.90| $ 6,054.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 599,356.50| $ 674,462.72| $ 748,927.46
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3081 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(6)
====================================================================================================================================
|(4) 0880 |(5) 1227 |
|CHRISTENSEN BROS., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L001.01 4.000 ha | 600.00000 2400.00| 925.00000 3700.00|
SEEDING, TYPE A | | |
0002 L006.00 4.000 ha | 440.00000 1760.00| 265.00000 1060.00|
COVER CROP SEEDING | | |
0003 L032.75 20.000 Mg | 100.00000 2000.00| 155.00000 3100.00|
MULCH | | |
0004 0030.10 LUMP| 4000.00000 4000.00| 10000.00000 10000.00|
MOBILIZATION | | |
0005 1009.00 LUMP| 4100.00000 4100.00| 15000.00000 15000.00|
GENERAL CLEARING AND GRUBBING | | |
0006 1010.01 11005.000 m3 | 3.00000 33015.00| 5.00000 55025.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0007 1011.00 230.000 kL | 2.00000 460.00| 1.70000 391.00|
WATER | | |
0008 2009.51 7.952 StaM| 1000.00000 7952.00| 1120.00000 8906.24|
CRUSHED ROCK EMBEDMENT | | |
0009 2010.00 469.000 m3 | 8.00000 3752.00| 9.00000 4221.00|
CRUSHED ROCK SURFACE COURSE | | |
0010 4043.00 25.100 m | 8.00000 200.80| 9.00000 225.90|
REMOVE CULVERT PIPE | | |
0011 4050.01 1057.000 m3 | 1.00000 1057.00| 1.50000 1585.50|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4300.24 25.000 m | 34.00000 850.00| 40.00000 1000.00|
600 mm CULVERT PIPE | | |
0013 4300.48 11.500 m | 110.00000 1265.00| 120.00000 1380.00|
1200 mm CULVERT PIPE | | |
0014 4300.60 60.500 m | 200.00000 12100.00| 200.00000 12100.00|
1500 mm CULVERT PIPE | | |
0015 4310.24 4.000 EACH| 130.00000 520.00| 150.00000 600.00|
600 mm FLARED-END SECTION | | |
0016 4310.48 2.000 EACH| 650.00000 1300.00| 700.00000 1400.00|
1200 mm FLARED-END SECTION | | |
0017 4310.60 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00|
1500 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3081 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(6)
====================================================================================================================================
|(4) 0880 |(5) 1227 |
|CHRISTENSEN BROS., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 77,831.80| $ 120,894.64|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 7+94.7
1-21.6 M & 2-16.2 M SPANS ROLLED BEAM STEEL GIRDER
| | |
0018 0030.60 LUMP| 72000.00000 72000.00| 39000.00000 39000.00|
MOBILIZATION | | |
0019 1043.50 2072.000 m2 | 2.00000 4144.00| 3.00000 6216.00|
RIPRAP FILTER FABRIC | | |
0020 6000.10 25.000 LS | 10000.00000 10000.00| 10000.00000 10000.00|
ABUTMENT NO.1 EXCAVATION | | |
0021 6000.11 25.000 LS | 10000.00000 10000.00| 10000.00000 10000.00|
ABUTMENT NO.2 EXCAVATION | | |
0022 6000.60 85.000 LS | 50000.00000 50000.00| 31500.00000 31500.00|
PIER NO.1 EXCAVATION | | |
0023 6000.61 85.000 LS | 50000.00000 50000.00| 31500.00000 31500.00|
PIER NO.2 EXCAVATION | | |
0024 6005.78 12.000 EACH| 1000.00000 12000.00| 1000.00000 12000.00|
EXPANSION BEARING, TFE TYPE | | |
0025 6005.83 4.000 EACH| 1000.00000 4000.00| 900.00000 3600.00|
FIXED BEARING | | |
0026 6010.22 309.300 m3 | 445.00000 137638.50| 300.00000 92790.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0027 6010.26 124.300 m3 | 420.00000 52206.00| 525.00000 65257.50|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0028 6020.00 27755.000 kg | 1.50000 41632.50| 3.00000 83265.00|
REINFORCING STEEL FOR BRIDGE | | |
0029 6040.00 1.000 EACH| 32000.00000 32000.00| 25000.00000 25000.00|
REMOVE STRUCTURE AT STA. 8+00.20 LT. | | |
0030 6071.12 45640.000 LS | 110000.00000 110000.00| 140000.00000 140000.00|
STEEL SUPERSTRUCTURE AT STA. 7+94.70 | | |
0031 6080.00 2375.000 kg | 6.00000 14250.00| 10.00000 23750.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 1945.000 Mg | 30.00000 58350.00| 30.00000 58350.00|
ROCK RIPRAP, TYPE B | | |
0033 6200.00 482.800 m | 90.00000 43452.00| 160.00000 77248.00|
CONCRETE PILING | | |
0034 6310.00 307.600 m2 | 140.00000 43064.00| 125.00000 38450.00|
STEEL SHEET PILING | | |
0035 7020.00 4.000 EACH| 1050.00000 4200.00| 1230.00000 4920.00|
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 3081 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(6)
====================================================================================================================================
|(4) 0880 |(5) 1227 |
|CHRISTENSEN BROS., INC. |GILBERT CENTRAL CORP. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7021.45 4.000 EACH| 900.00000 3600.00| 1050.00000 4200.00|
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 752,537.00| $ 757,046.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 10 GENERAL ITEMS
| | |
0037 0001.10 2172.000 BDAY| 1.10000 2389.20| 1.30000 2823.60|
BARRICADE, TYPE III | | |
0038 0001.30 362.000 LDAY| 2.10000 760.20| 0.75000 271.50|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0039 0001.90 2896.000 EACH| 0.50000 1448.00| 0.60000 1737.60|
SIGN DAY | | |
0040 0030.10 LUMP| 500.00000 500.00| 1000.00000 1000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 5,097.40| $ 5,832.70|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 835,466.20| $ 883,773.84|
====================================================================================================================================