|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F02 CONTRACT ID : 1241X COUNTIES : SALINE
LETTING DATE : 02/22/01 DISTRICT : 1
PROJECT(S) : BR-2940(1)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHWEST OF DORCHESTER.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0462 THIS LETTING IS LIMITED TO ONE.
0805 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0805 THIS LETTING IS LIMITED TO 1.
1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
1742 THIS LETTING IS LIMITED TO ONE.
2017 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
2017 LETTING IS LIMITED TO $700,000.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0774 DIXON CONSTRUCTION CO. $ 252,425.48 100.0000%
2 0805 A. M. COHRON & SON, INC. $ 253,828.88 100.5559%
3 0810 ELK HORN CONSTRUCTION CO. $ 259,095.38 102.6423%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 259,991.28 102.9972%
5 0880 CHRISTENSEN BROS., INC. $ 275,698.04 109.2195%
6 1742 HERBST CONSTRUCTION, INC. $ 279,643.70 110.7826%
7 0137 JUDDS BROS. CONSTRUCTION CO. $ 281,937.95 111.6915%
8 1809 CAPITAL CONTRACTORS, INC. $ 294,739.08 116.7628%
9 2017 BRB CONTRACTORS, INC. $ 332,183.90 131.5968%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1241X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-2940(1)
====================================================================================================================================
|(1) 0774 |(2) 0805 |(3) 0810
|DIXON CONSTRUCTION CO. |COHRON & SON, INC./A. M. |ELK HORN 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. 14+90.00
1-24.384 M SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0001 L006.00 1.000 ha | 1235.00000 1235.00| 311.00000 311.00| 292.52000 292.52
COVER CROP SEEDING | | |
0002 0001.10 1248.000 BDAY| 2.00000 2496.00| 2.00000 2496.00| 1.50000 1872.00
BARRICADE, TYPE III | | |
0003 0001.30 208.000 LDAY| 2.25000 468.00| 2.25000 468.00| 2.50000 520.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2080.000 EACH| 0.25000 520.00| 0.25000 520.00| 0.50000 1040.00
SIGN DAY | | |
0005 0030.60 LUMP| 25000.00000 25000.00| 24000.00000 24000.00| 25000.00000 25000.00
MOBILIZATION | | |
0006 1009.00 LUMP| 1500.00000 1500.00| 3275.00000 3275.00| 3500.00000 3500.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 1911.000 m3 | 5.24000 10013.64| 4.50000 8599.50| 4.31000 8236.41
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 38.000 kL | 5.00000 190.00| 2.73000 103.74| 2.60000 98.80
WATER | | |
0009 1043.50 674.000 m2 | 2.20000 1482.80| 2.50000 1685.00| 2.50000 1685.00
RIPRAP FILTER FABRIC | | |
0010 2009.51 1.648 StaM| 1000.00000 1648.00| 388.00000 639.42| 370.13000 609.97
CRUSHED ROCK EMBEDMENT | | |
0011 2010.03 139.000 Mg | 20.00000 2780.00| 18.65000 2592.35| 17.77000 2470.03
CRUSHED ROCK SURFACE COURSE | | |
0012 4050.01 66.000 m3 | 10.00000 660.00| 5.57000 367.62| 5.30000 349.80
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0013 4300.24 19.000 m | 64.42000 1223.98| 55.50000 1054.50| 52.83000 1003.77
600 mm CULVERT PIPE | | |
0014 4310.24 1.000 EACH| 300.00000 300.00| 105.00000 105.00| 100.03000 100.03
600 mm FLARED-END SECTION | | |
0015 6000.10 75.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0016 6000.11 75.000 LS | 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0017 6005.78 4.000 EACH| 1000.00000 4000.00| 750.00000 3000.00| 800.00000 3200.00
EXPANSION BEARING, TFE TYPE | | |
0018 6005.83 4.000 EACH| 900.00000 3600.00| 670.00000 2680.00| 800.00000 3200.00
FIXED BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1241X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-2940(1)
====================================================================================================================================
|(1) 0774 |(2) 0805 |(3) 0810
|DIXON CONSTRUCTION CO. |COHRON & SON, INC./A. M. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 105.000 m3 | 393.00000 41265.00| 390.00000 40950.00| 450.00000 47250.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0020 6010.26 65.700 m3 | 393.00000 25820.10| 390.00000 25623.00| 450.00000 29565.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0021 6011.11 33.400 LS | 42125.00000 42125.00| 43000.00000 43000.00| 40000.00000 40000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 14+90 | | |
0022 6020.00 10735.000 kg | 1.10000 11808.50| 1.25000 13418.75| 1.05000 11271.75
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| 13000.00000 13000.00
REMOVE STRUCTURE AT STA. 14+92.4 | | |
0024 6080.00 1555.000 kg | 5.50000 8552.50| 4.20000 6531.00| 4.50000 6997.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0025 6095.00 3.000 EACH| 725.00000 2175.00| 325.00000 975.00| 700.00000 2100.00
STEEL DIAPHRAGM | | |
0026 6105.02 645.000 Mg | 25.00000 16125.00| 42.00000 27090.00| 28.00000 18060.00
ROCK RIPRAP, TYPE B | | |
0027 6210.12 328.800 m | 49.20000 16176.96| 55.00000 18084.00| 56.00000 18412.80
HP 250 mm X 62 kg STEEL PILING | | |
0028 7020.00 4.000 EACH| 1235.50000 4942.00| 1235.50000 4942.00| 1235.50000 4942.00
BRIDGE APPROACH SECTIONS | | |
0029 7021.45 4.000 EACH| 1079.50000 4318.00| 1079.50000 4318.00| 1079.50000 4318.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 252,425.48| $ 253,828.88| $ 259,095.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 252,425.48| $ 253,828.88| $ 259,095.38
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1241X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-2940(1)
====================================================================================================================================
|(4) 0462 |(5) 0880 |(6) 1742
|WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, 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. 14+90.00
1-24.384 M SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0001 L006.00 1.000 ha | 1235.00000 1235.00| 300.00000 300.00| 300.00000 300.00
COVER CROP SEEDING | | |
0002 0001.10 1248.000 BDAY| 2.00000 2496.00| 2.10000 2620.80| 2.00000 2496.00
BARRICADE, TYPE III | | |
0003 0001.30 208.000 LDAY| 2.25000 468.00| 1.05000 218.40| 2.25000 468.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2080.000 EACH| 0.25000 520.00| 0.60000 1248.00| 0.50000 1040.00
SIGN DAY | | |
0005 0030.60 LUMP| 15400.00000 15400.00| 24000.00000 24000.00| 22000.00000 22000.00
MOBILIZATION | | |
0006 1009.00 LUMP| 2000.00000 2000.00| 3200.00000 3200.00| 5000.00000 5000.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 1911.000 m3 | 2.00000 3822.00| 4.50000 8599.50| 4.50000 8599.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 38.000 kL | 2.63000 99.94| 2.70000 102.60| 3.00000 114.00
WATER | | |
0009 1043.50 674.000 m2 | 2.40000 1617.60| 2.00000 1348.00| 3.00000 2022.00
RIPRAP FILTER FABRIC | | |
0010 2009.51 1.648 StaM| 455.00000 749.84| 380.00000 626.24| 400.00000 659.20
CRUSHED ROCK EMBEDMENT | | |
0011 2010.03 139.000 Mg | 22.05000 3064.95| 18.00000 2502.00| 18.00000 2502.00
CRUSHED ROCK SURFACE COURSE | | |
0012 4050.01 66.000 m3 | 13.10000 864.60| 5.50000 363.00| 5.50000 363.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0013 4300.24 19.000 m | 56.00000 1064.00| 54.00000 1026.00| 55.00000 1045.00
600 mm CULVERT PIPE | | |
0014 4310.24 1.000 EACH| 150.00000 150.00| 110.00000 110.00| 110.00000 110.00
600 mm FLARED-END SECTION | | |
0015 6000.10 75.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 7000.00000 7000.00
ABUTMENT NO.1 EXCAVATION | | |
0016 6000.11 75.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 7000.00000 7000.00
ABUTMENT NO.2 EXCAVATION | | |
0017 6005.78 4.000 EACH| 1000.00000 4000.00| 1150.00000 4600.00| 1100.00000 4400.00
EXPANSION BEARING, TFE TYPE | | |
0018 6005.83 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1050.00000 4200.00
FIXED BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1241X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-2940(1)
====================================================================================================================================
|(4) 0462 |(5) 0880 |(6) 1742
|WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 105.000 m3 | 392.37000 41198.85| 420.00000 44100.00| 370.00000 38850.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0020 6010.26 65.700 m3 | 523.17000 34372.27| 400.00000 26280.00| 400.00000 26280.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0021 6011.11 33.400 LS | 50000.00000 50000.00| 51000.00000 51000.00| 55000.00000 55000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 14+90 | | |
0022 6020.00 10735.000 kg | 1.32000 14170.20| 1.50000 16102.50| 1.20000 12882.00
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 8000.00000 8000.00| 12000.00000 12000.00| 19000.00000 19000.00
REMOVE STRUCTURE AT STA. 14+92.4 | | |
0024 6080.00 1555.000 kg | 6.62000 10294.10| 7.00000 10885.00| 5.00000 7775.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0025 6095.00 3.000 EACH| 500.00000 1500.00| 700.00000 2100.00| 620.00000 1860.00
STEEL DIAPHRAGM | | |
0026 6105.02 645.000 Mg | 30.87000 19911.15| 30.00000 19350.00| 30.00000 19350.00
ROCK RIPRAP, TYPE B | | |
0027 6210.12 328.800 m | 72.18000 23732.78| 70.00000 23016.00| 60.00000 19728.00
HP 250 mm X 62 kg STEEL PILING | | |
0028 7020.00 4.000 EACH| 1235.50000 4942.00| 1300.00000 5200.00| 1300.00000 5200.00
BRIDGE APPROACH SECTIONS | | |
0029 7021.45 4.000 EACH| 1079.50000 4318.00| 1100.00000 4400.00| 1100.00000 4400.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 259,991.28| $ 275,698.04| $ 279,643.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 259,991.28| $ 275,698.04| $ 279,643.70
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1241X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-2940(1)
====================================================================================================================================
|(7) 0137 |(8) 1809 |(9) 2017
|JUDDS BROS. CONSTRUCTION CO.|CAPITAL CONTRACTORS, INC. |BRB 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. 14+90.00
1-24.384 M SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0001 L006.00 1.000 ha | 300.00000 300.00| 296.52000 296.52| 600.00000 600.00
COVER CROP SEEDING | | |
0002 0001.10 1248.000 BDAY| 2.00000 2496.00| 2.00000 2496.00| 2.00000 2496.00
BARRICADE, TYPE III | | |
0003 0001.30 208.000 LDAY| 2.25000 468.00| 2.25000 468.00| 2.25000 468.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2080.000 EACH| 0.25000 520.00| 0.25000 520.00| 0.25000 520.00
SIGN DAY | | |
0005 0030.60 LUMP| 10000.00000 10000.00| 20605.00000 20605.00| 37500.00000 37500.00
MOBILIZATION | | |
0006 1009.00 LUMP| 3120.00000 3120.00| 3120.00000 3120.00| 3000.00000 3000.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 1911.000 m3 | 4.35000 8312.85| 4.31000 8236.41| 3.00000 5733.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 38.000 kL | 2.60000 98.80| 2.60000 98.80| 3.80000 144.40
WATER | | |
0009 1043.50 674.000 m2 | 2.50000 1685.00| 3.00000 2022.00| 2.50000 1685.00
RIPRAP FILTER FABRIC | | |
0010 2009.51 1.648 StaM| 375.00000 618.00| 370.13000 609.97| 1500.00000 2472.00
CRUSHED ROCK EMBEDMENT | | |
0011 2010.03 139.000 Mg | 18.00000 2502.00| 17.77000 2470.03| 20.00000 2780.00
CRUSHED ROCK SURFACE COURSE | | |
0012 4050.01 66.000 m3 | 5.50000 363.00| 5.30000 349.80| 15.00000 990.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0013 4300.24 19.000 m | 53.00000 1007.00| 52.83000 1003.77| 61.00000 1159.00
600 mm CULVERT PIPE | | |
0014 4310.24 1.000 EACH| 100.00000 100.00| 100.03000 100.03| 210.00000 210.00
600 mm FLARED-END SECTION | | |
0015 6000.10 75.000 LS | 4000.00000 4000.00| 15000.00000 15000.00| 6000.00000 6000.00
ABUTMENT NO.1 EXCAVATION | | |
0016 6000.11 75.000 LS | 4000.00000 4000.00| 15000.00000 15000.00| 6000.00000 6000.00
ABUTMENT NO.2 EXCAVATION | | |
0017 6005.78 4.000 EACH| 825.00000 3300.00| 750.00000 3000.00| 1100.00000 4400.00
EXPANSION BEARING, TFE TYPE | | |
0018 6005.83 4.000 EACH| 885.00000 3540.00| 750.00000 3000.00| 1000.00000 4000.00
FIXED BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1241X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-2940(1)
====================================================================================================================================
|(7) 0137 |(8) 1809 |(9) 2017
|JUDDS BROS. CONSTRUCTION CO.|CAPITAL CONTRACTORS, INC. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 105.000 m3 | 510.00000 53550.00| 375.00000 39375.00| 640.00000 67200.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0020 6010.26 65.700 m3 | 1120.00000 73584.00| 385.00000 25294.50| 430.00000 28251.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0021 6011.11 33.400 LS | 45000.00000 45000.00| 72200.00000 72200.00| 56000.00000 56000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 14+90 | | |
0022 6020.00 10735.000 kg | 0.70000 7514.50| 1.15000 12345.25| 1.70000 18249.50
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 5000.00000 5000.00| 6740.00000 6740.00| 16000.00000 16000.00
REMOVE STRUCTURE AT STA. 14+92.4 | | |
0024 6080.00 1555.000 kg | 3.50000 5442.50| 5.00000 7775.00| 6.00000 9330.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0025 6095.00 3.000 EACH| 550.00000 1650.00| 350.00000 1050.00| 500.00000 1500.00
STEEL DIAPHRAGM | | |
0026 6105.02 645.000 Mg | 27.50000 17737.50| 35.00000 22575.00| 36.00000 23220.00
ROCK RIPRAP, TYPE B | | |
0027 6210.12 328.800 m | 51.00000 16768.80| 60.00000 19728.00| 70.00000 23016.00
HP 250 mm X 62 kg STEEL PILING | | |
0028 7020.00 4.000 EACH| 1235.50000 4942.00| 1235.50000 4942.00| 1235.50000 4942.00
BRIDGE APPROACH SECTIONS | | |
0029 7021.45 4.000 EACH| 1079.50000 4318.00| 1079.50000 4318.00| 1079.50000 4318.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 281,937.95| $ 294,739.08| $ 332,183.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 281,937.95| $ 294,739.08| $ 332,183.90
====================================================================================================================================