|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 DISTRICT : 7
PROJECT(S) : BRO-7032(17)
CONTRACT DESCRIPTION : BRO-7032(18)
ON COUNTY ROADS SOUTHWEST & NORTHWEST OF STOCKVILLE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 507,202.99 100.0000%
2 0462 L. J. WEBB CONTRACTOR, INC. $ 552,218.78 108.8753%
3 1809 CAPITAL CONTRACTORS, INC. $ 603,730.04 119.0312%
4 0137 JUDDS BROS. CONSTRUCTION CO. $ 639,418.50 126.0675%
5 2283 PERRETT CONSTRUCTION LTD. $ 798,290.74 157.3907%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(1) 2853 |(2) 0462 |(3) 1809
|SIMON CONTRACTORS AND SUBSID|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 12+40.11
1-11.583 m & 2-8.698 m CONCRETE SLAB BRIDGE-CONT TYPE
| | |
0001 L006.00 1.000 ha | 115.00000 115.00| 100.00000 100.00| 100.00000 100.00
COVER CROP SEEDING | | |
0002 L021.00 75.000 BALE| 16.68000 1251.00| 14.50000 1087.50| 14.50000 1087.50
EROSION CHECKS | | |
0003 0001.10 1050.000 BDAY| 1.44000 1512.00| 1.25000 1312.50| 1.25000 1312.50
BARRICADE, TYPE III | | |
0004 0001.30 210.000 LDAY| 1.44000 302.40| 1.25000 262.50| 1.25000 262.50
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0005 0001.90 1050.000 EACH| 1.44000 1512.00| 1.25000 1312.50| 1.25000 1312.50
SIGN DAY | | |
0006 0030.60 LUMP| 13110.00000 13110.00| 20500.00000 20500.00| 22500.00000 22500.00
MOBILIZATION | | |
0007 1009.00 LUMP| 805.00000 805.00| 700.00000 700.00| 700.00000 700.00
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 529.000 m3 | 3.01000 1592.29| 2.62000 1385.98| 2.62000 1385.98
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 25.000 kL | 4.60000 115.00| 4.00000 100.00| 4.00000 100.00
WATER | | |
0010 1030.00 3634.000 m3 | 1.48000 5378.32| 1.29000 4687.86| 1.29000 4687.86
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 4050.01 312.000 m3 | 7.52000 2346.24| 6.54000 2040.48| 6.54000 2040.48
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4100.06 0.600 m3 | 1069.50000 641.70| 1300.00000 780.00| 800.00000 480.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0013 4150.00 38.000 kg | 2.63000 99.94| 3.00000 114.00| 12.00000 456.00
REINFORCING STEEL FOR HEADWALL | | |
0014 4350.24 92.600 m | 71.76000 6644.98| 62.40000 5778.24| 62.40000 5778.24
600 mm CORRUGATED METAL PIPE | | |
0015 4360.24 2.000 EACH| 128.23000 256.46| 111.30000 222.60| 111.30000 222.60
600 mm METAL FLARED-END SECTION | | |
0016 6000.10 55.000 LS | 1725.00000 1725.00| 2000.00000 2000.00| 15000.00000 15000.00
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 55.000 LS | 1725.00000 1725.00| 2000.00000 2000.00| 15000.00000 15000.00
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(1) 2853 |(2) 0462 |(3) 1809
|SIMON CONTRACTORS AND SUBSID|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 6001.00 30.000 LS | 1955.00000 1955.00| 2000.00000 2000.00| 25000.00000 25000.00
BENT NO.1 EXCAVATION | | |
0019 6001.01 30.000 LS | 1955.00000 1955.00| 2000.00000 2000.00| 25000.00000 25000.00
BENT NO.2 EXCAVATION | | |
0020 6010.22 136.100 m3 | 426.91000 58102.45| 386.00000 52534.60| 385.00000 52398.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0021 6010.26 124.700 m3 | 488.22000 60881.03| 386.00000 48134.20| 395.00000 49256.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0022 6020.00 20775.000 kg | 1.33000 27630.75| 1.32000 27423.00| 1.20000 24930.00
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 1725.00000 1725.00| 7000.00000 7000.00| 3641.41000 3641.41
REMOVE STRUCTURE AT STA. 12+41.30 | | |
0024 6080.00 650.000 kg | 4.19000 2723.50| 7.72000 5018.00| 6.00000 3900.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0025 6105.02 406.000 Mg | 48.18000 19561.08| 49.60000 20137.60| 45.00000 18270.00
ROCK RIPRAP, TYPE B | | |
0026 6200.00 405.000 m | 84.97000 34412.85| 92.00000 37260.00| 70.00000 28350.00
CONCRETE PILING | | |
0027 7020.00 4.000 EACH| 1373.10000 5492.40| 1194.00000 4776.00| 1194.00000 4776.00
BRIDGE APPROACH SECTIONS | | |
0028 7021.45 4.000 EACH| 1158.05000 4632.20| 1007.00000 4028.00| 1007.00000 4028.00
BREAKAWAY CABLE TERMINAL | | |
0029 8091.00 510.000 m3 | 23.31000 11888.10| 32.70000 16677.00| 25.00000 12750.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 270,091.69| $ 271,372.56| $ 324,726.57
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT STA. 14+08.50
1-27.0 m PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0030 L006.00 0.500 ha | 115.00000 57.50| 100.00000 50.00| 100.00000 50.00
COVER CROP SEEDING | | |
0031 L021.00 30.000 BALE| 16.68000 500.40| 14.50000 435.00| 14.50000 435.00
EROSION CHECKS | | |
0032 0001.10 900.000 BDAY| 1.44000 1296.00| 1.25000 1125.00| 1.25000 1125.00
BARRICADE, TYPE III | | |
0033 0001.30 270.000 LDAY| 1.44000 388.80| 1.25000 337.50| 1.25000 337.50
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0034 0001.90 990.000 EACH| 1.44000 1425.60| 1.25000 1237.50| 1.25000 1237.50
SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(1) 2853 |(2) 0462 |(3) 1809
|SIMON CONTRACTORS AND SUBSID|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 0030.60 LUMP| 13110.00000 13110.00| 20500.00000 20500.00| 20500.00000 20500.00
MOBILIZATION | | |
0036 1009.00 LUMP| 575.00000 575.00| 500.00000 500.00| 500.00000 500.00
GENERAL CLEARING AND GRUBBING | | |
0037 1011.00 25.000 kL | 4.60000 115.00| 4.00000 100.00| 4.00000 100.00
WATER | | |
0038 1030.00 4134.000 m3 | 1.48000 6118.32| 1.29000 5332.86| 1.29000 5332.86
EARTHWORK MEASURED IN EMBANKMENT | | |
0039 1043.50 257.000 m2 | 3.96000 1017.72| 2.50000 642.50| 3.00000 771.00
RIPRAP FILTER FABRIC | | |
0040 1300.18 10.000 m | 45.08000 450.80| 39.21000 392.10| 39.21000 392.10
450 mm DRIVEWAY CULVERT PIPE | | |
0041 4310.18 2.000 EACH| 109.25000 218.50| 95.00000 190.00| 95.00000 190.00
450 mm FLARED-END SECTION | | |
0042 6000.10 225.000 LS | 1725.00000 1725.00| 3000.00000 3000.00| 15000.00000 15000.00
ABUTMENT NO.1 EXCAVATION | | |
0043 6000.11 225.000 LS | 1725.00000 1725.00| 3000.00000 3000.00| 15000.00000 15000.00
ABUTMENT NO.2 EXCAVATION | | |
0044 6005.78 4.000 EACH| 1620.35000 6481.40| 1500.00000 6000.00| 1000.00000 4000.00
EXPANSION BEARING, TFE TYPE | | |
0045 6005.83 4.000 EACH| 903.90000 3615.60| 1000.00000 4000.00| 2000.00000 8000.00
FIXED BEARING | | |
0046 6010.22 88.000 m3 | 406.36000 35759.68| 523.00000 46024.00| 385.00000 33880.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0047 6010.26 86.600 m3 | 442.60000 38329.16| 523.00000 45291.80| 395.00000 34207.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0048 6011.11 53.200 LS | 60260.00000 60260.00| 68000.00000 68000.00| 76000.00000 76000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 14+08.5 | | |
0049 6020.00 8960.000 kg | 1.35000 12096.00| 1.43000 12812.80| 1.20000 10752.00
REINFORCING STEEL FOR BRIDGE | | |
0050 6040.00 1.000 EACH| 1840.00000 1840.00| 6500.00000 6500.00| 5945.51000 5945.51
REMOVE STRUCTURE AT STA. 14+13 | | |
0051 6080.00 188.000 kg | 5.90000 1109.20| 7.72000 1451.36| 6.50000 1222.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0052 6105.02 247.000 Mg | 48.29000 11927.63| 49.60000 12251.20| 45.00000 11115.00
ROCK RIPRAP, TYPE B | | |
0053 6200.00 192.600 m | 87.92000 16933.39| 98.50000 18971.10| 70.00000 13482.00
CONCRETE PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(1) 2853 |(2) 0462 |(3) 1809
|SIMON CONTRACTORS AND SUBSID|WEBB CONTRACTOR, INC./L. J. |CAPITAL CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 7020.00 4.000 EACH| 1373.10000 5492.40| 1194.00000 4776.00| 1194.00000 4776.00
BRIDGE APPROACH SECTIONS | | |
0055 7021.45 4.000 EACH| 1158.05000 4632.20| 1007.00000 4028.00| 1007.00000 4028.00
BREAKAWAY CABLE TERMINAL | | |
0056 8091.00 425.000 m3 | 23.32000 9911.00| 32.70000 13897.50| 25.00000 10625.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 237,111.30| $ 280,846.22| $ 279,003.47
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 507,202.99| $ 552,218.78| $ 603,730.04
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(4) 0137 |(5) 2283 |
|JUDDS BROS. CONSTRUCTION CO.|PERRETT CONSTRUCTION LTD. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 12+40.11
1-11.583 m & 2-8.698 m CONCRETE SLAB BRIDGE-CONT TYPE
| | |
0001 L006.00 1.000 ha | 200.00000 200.00| 250.00000 250.00|
COVER CROP SEEDING | | |
0002 L021.00 75.000 BALE| 12.00000 900.00| 27.50000 2062.50|
EROSION CHECKS | | |
0003 0001.10 1050.000 BDAY| 1.25000 1312.50| 3.00000 3150.00|
BARRICADE, TYPE III | | |
0004 0001.30 210.000 LDAY| 1.25000 262.50| 3.25000 682.50|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0005 0001.90 1050.000 EACH| 1.25000 1312.50| 1.00000 1050.00|
SIGN DAY | | |
0006 0030.60 LUMP| 22250.00000 22250.00| 50000.00000 50000.00|
MOBILIZATION | | |
0007 1009.00 LUMP| 100.00000 100.00| 1100.00000 1100.00|
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 529.000 m3 | 1.80000 952.20| 2.20000 1163.80|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 25.000 kL | 10.00000 250.00| 6.00000 150.00|
WATER | | |
0010 1030.00 3634.000 m3 | 1.80000 6541.20| 2.48000 9012.32|
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 4050.01 312.000 m3 | 7.00000 2184.00| 12.00000 3744.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0012 4100.06 0.600 m3 | 1200.00000 720.00| 1250.00000 750.00|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0013 4150.00 38.000 kg | 1.50000 57.00| 4.00000 152.00|
REINFORCING STEEL FOR HEADWALL | | |
0014 4350.24 92.600 m | 55.00000 5093.00| 60.00000 5556.00|
600 mm CORRUGATED METAL PIPE | | |
0015 4360.24 2.000 EACH| 185.00000 370.00| 275.00000 550.00|
600 mm METAL FLARED-END SECTION | | |
0016 6000.10 55.000 LS | 4500.00000 4500.00| 15000.00000 15000.00|
ABUTMENT NO.1 EXCAVATION | | |
0017 6000.11 55.000 LS | 4500.00000 4500.00| 15000.00000 15000.00|
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(4) 0137 |(5) 2283 |
|JUDDS BROS. CONSTRUCTION CO.|PERRETT CONSTRUCTION LTD. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 6001.00 30.000 LS | 6500.00000 6500.00| 7500.00000 7500.00|
BENT NO.1 EXCAVATION | | |
0019 6001.01 30.000 LS | 6500.00000 6500.00| 7500.00000 7500.00|
BENT NO.2 EXCAVATION | | |
0020 6010.22 136.100 m3 | 620.00000 84382.00| 415.00000 56481.50|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0021 6010.26 124.700 m3 | 860.00000 107242.00| 425.00000 52997.50|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0022 6020.00 20775.000 kg | 0.70000 14542.50| 2.00000 41550.00|
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 100.00000 100.00| 10000.00000 10000.00|
REMOVE STRUCTURE AT STA. 12+41.30 | | |
0024 6080.00 650.000 kg | 4.50000 2925.00| 10.00000 6500.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0025 6105.02 406.000 Mg | 50.00000 20300.00| 48.00000 19488.00|
ROCK RIPRAP, TYPE B | | |
0026 6200.00 405.000 m | 85.00000 34425.00| 98.00000 39690.00|
CONCRETE PILING | | |
0027 7020.00 4.000 EACH| 1194.00000 4776.00| 1375.00000 5500.00|
BRIDGE APPROACH SECTIONS | | |
0028 7021.45 4.000 EACH| 1007.00000 4028.00| 1375.00000 5500.00|
BREAKAWAY CABLE TERMINAL | | |
0029 8091.00 510.000 m3 | 25.00000 12750.00| 28.00000 14280.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 349,975.40| $ 376,360.12|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT STA. 14+08.50
1-27.0 m PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0030 L006.00 0.500 ha | 200.00000 100.00| 250.00000 125.00|
COVER CROP SEEDING | | |
0031 L021.00 30.000 BALE| 12.00000 360.00| 27.50000 825.00|
EROSION CHECKS | | |
0032 0001.10 900.000 BDAY| 1.25000 1125.00| 3.00000 2700.00|
BARRICADE, TYPE III | | |
0033 0001.30 270.000 LDAY| 1.25000 337.50| 3.25000 877.50|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0034 0001.90 990.000 EACH| 1.25000 1237.50| 1.00000 990.00|
SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(4) 0137 |(5) 2283 |
|JUDDS BROS. CONSTRUCTION CO.|PERRETT CONSTRUCTION LTD. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 0030.60 LUMP| 18000.00000 18000.00| 50000.00000 50000.00|
MOBILIZATION | | |
0036 1009.00 LUMP| 250.00000 250.00| 1100.00000 1100.00|
GENERAL CLEARING AND GRUBBING | | |
0037 1011.00 25.000 kL | 10.00000 250.00| 6.00000 150.00|
WATER | | |
0038 1030.00 4134.000 m3 | 1.80000 7441.20| 2.48000 10252.32|
EARTHWORK MEASURED IN EMBANKMENT | | |
0039 1043.50 257.000 m2 | 2.50000 642.50| 6.00000 1542.00|
RIPRAP FILTER FABRIC | | |
0040 1300.18 10.000 m | 36.80000 368.00| 46.00000 460.00|
450 mm DRIVEWAY CULVERT PIPE | | |
0041 4310.18 2.000 EACH| 160.00000 320.00| 175.00000 350.00|
450 mm FLARED-END SECTION | | |
0042 6000.10 225.000 LS | 2400.00000 2400.00| 15000.00000 15000.00|
ABUTMENT NO.1 EXCAVATION | | |
0043 6000.11 225.000 LS | 2400.00000 2400.00| 15000.00000 15000.00|
ABUTMENT NO.2 EXCAVATION | | |
0044 6005.78 4.000 EACH| 900.00000 3600.00| 1500.00000 6000.00|
EXPANSION BEARING, TFE TYPE | | |
0045 6005.83 4.000 EACH| 1600.00000 6400.00| 1250.00000 5000.00|
FIXED BEARING | | |
0046 6010.22 88.000 m3 | 610.00000 53680.00| 428.00000 37664.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0047 6010.26 86.600 m3 | 820.00000 71012.00| 480.00000 41568.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0048 6011.11 53.200 LS | 62500.00000 62500.00| 148000.00000 148000.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 14+08.5 | | |
0049 6020.00 8960.000 kg | 0.70000 6272.00| 2.10000 18816.00|
REINFORCING STEEL FOR BRIDGE | | |
0050 6040.00 1.000 EACH| 100.00000 100.00| 10000.00000 10000.00|
REMOVE STRUCTURE AT STA. 14+13 | | |
0051 6080.00 188.000 kg | 10.00000 1880.00| 10.00000 1880.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0052 6105.02 247.000 Mg | 55.00000 13585.00| 48.00000 11856.00|
ROCK RIPRAP, TYPE B | | |
0053 6200.00 192.600 m | 84.00000 16178.40| 98.00000 18874.80|
CONCRETE PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F29 CONTRACT ID : 7894 COUNTIES : FRONTIER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 7
PROJECT(S) : BRO-7032(17)
BRO-7032(18)
====================================================================================================================================
|(4) 0137 |(5) 2283 |
|JUDDS BROS. CONSTRUCTION CO.|PERRETT CONSTRUCTION LTD. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 7020.00 4.000 EACH| 1194.00000 4776.00| 1375.00000 5500.00|
BRIDGE APPROACH SECTIONS | | |
0055 7021.45 4.000 EACH| 1007.00000 4028.00| 1375.00000 5500.00|
BREAKAWAY CABLE TERMINAL | | |
0056 8091.00 425.000 m3 | 24.00000 10200.00| 28.00000 11900.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 289,443.10| $ 421,930.62|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 639,418.50| $ 798,290.74|
====================================================================================================================================