|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F04 CONTRACT ID : 1375X COUNTIES : SAUNDERS
LETTING DATE : 02/22/01 DISTRICT : 1
PROJECT(S) : BR-3430(4)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD NORTHWEST OF COLON.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
0462 IN 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.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0774 DIXON CONSTRUCTION CO. $ 239,279.93 100.0000%
2 3420 NW BRIDGE CONSTRUCTION, INC. $ 239,793.73 100.2147%
3 0810 ELK HORN CONSTRUCTION CO. $ 240,507.32 100.5129%
4 0805 A. M. COHRON & SON, INC. $ 261,821.35 109.4205%
5 0462 L. J. WEBB CONTRACTOR, INC. $ 265,488.88 110.9532%
6 2817 MCC, L.L.C. $ 265,599.08 110.9993%
7 0880 CHRISTENSEN BROS., INC. $ 288,908.80 120.7409%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1375X COUNTIES : SAUNDERS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-3430(4)
====================================================================================================================================
|(1) 0774 |(2) 3420 |(3) 0810
|DIXON CONSTRUCTION CO. |NW BRIDGE CONSTRUCTION, INC.|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. 13+28
1-10.365 & 2-7.775 m SPANS CONC. SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 L006.00 1.000 ha | 988.00000 988.00| 150.00000 150.00| 296.52000 296.52
COVER CROP SEEDING | | |
0002 0001.10 1248.000 BDAY| 1.95000 2433.60| 2.00000 2496.00| 1.50000 1872.00
BARRICADE, TYPE III | | |
0003 0001.30 208.000 LDAY| 2.50000 520.00| 2.25000 468.00| 2.50000 520.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2080.000 EACH| 0.18000 374.40| 0.25000 520.00| 0.50000 1040.00
SIGN DAY | | |
0005 0030.60 LUMP| 23000.00000 23000.00| 21720.00000 21720.00| 22000.00000 22000.00
MOBILIZATION | | |
0006 1009.00 LUMP| 1000.00000 1000.00| 4200.00000 4200.00| 720.00000 720.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 670.000 m3 | 4.00000 2680.00| 6.53000 4375.10| 5.87000 3932.90
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 100.000 kL | 5.00000 500.00| 1.00000 100.00| 2.60000 260.00
WATER | | |
0009 1030.00 2278.000 m3 | 5.00000 11390.00| 6.53000 14875.34| 3.15000 7175.70
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1300.18 13.000 m | 59.00000 767.00| 70.00000 910.00| 30.11000 391.43
450 mm DRIVEWAY CULVERT PIPE | | |
0011 2009.51 2.950 StaM| 200.00000 590.00| 1489.84000 4395.03| 231.55000 683.07
CRUSHED ROCK EMBEDMENT | | |
0012 2010.03 137.000 Mg | 20.00000 2740.00| 19.83000 2716.71| 17.92000 2455.04
CRUSHED ROCK SURFACE COURSE | | |
0013 4050.01 17.000 m3 | 6.55000 111.35| 13.07000 222.19| 7.44000 126.48
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4350.24 11.500 m | 65.00000 747.50| 82.69000 950.94| 47.25000 543.38
600 mm CORRUGATED METAL PIPE | | |
0015 6000.10 67.000 LS | 3000.00000 3000.00| 2000.00000 2000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0016 6000.11 84.000 LS | 3000.00000 3000.00| 2000.00000 2000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0017 6001.50 50.000 LS | 7000.00000 7000.00| 4200.00000 4200.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0018 6001.51 50.000 LS | 7000.00000 7000.00| 4200.00000 4200.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1375X COUNTIES : SAUNDERS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-3430(4)
====================================================================================================================================
|(1) 0774 |(2) 3420 |(3) 0810
|DIXON CONSTRUCTION CO. |NW BRIDGE CONSTRUCTION, INC.|ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 128.600 m3 | 327.50000 42116.50| 340.00000 43724.00| 400.00000 51440.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0020 6010.26 99.900 m3 | 327.50000 32717.25| 313.00000 31268.70| 400.00000 39960.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0021 6020.00 19118.000 kg | 1.21000 23132.78| 1.27000 24279.86| 1.00000 19118.00
REINFORCING STEEL FOR BRIDGE | | |
0022 6040.00 1.000 EACH| 12000.00000 12000.00| 15000.00000 15000.00| 13000.00000 13000.00
REMOVE STRUCTURE AT STA. 13+26.9 | | |
0023 6080.00 905.000 kg | 6.00000 5430.00| 6.60000 5973.00| 4.50000 4072.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0024 6105.02 465.000 Mg | 25.15000 11694.75| 22.04000 10248.60| 27.50000 12787.50
ROCK RIPRAP, TYPE B | | |
0025 6200.00 423.400 m | 82.00000 34718.80| 68.90000 29172.26| 72.00000 30484.80
CONCRETE PILING | | |
0026 7020.00 4.000 EACH| 1277.00000 5108.00| 1277.00000 5108.00| 1277.00000 5108.00
BRIDGE APPROACH SECTIONS | | |
0027 7021.45 4.000 EACH| 1130.00000 4520.00| 1130.00000 4520.00| 1130.00000 4520.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 239,279.93| $ 239,793.73| $ 240,507.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 239,279.93| $ 239,793.73| $ 240,507.32
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1375X COUNTIES : SAUNDERS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-3430(4)
====================================================================================================================================
|(4) 0805 |(5) 0462 |(6) 2817
|COHRON & SON, INC./A. M. |WEBB CONTRACTOR, INC./L. J. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 13+28
1-10.365 & 2-7.775 m SPANS CONC. SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 L006.00 1.000 ha | 311.00000 311.00| 988.00000 988.00| 300.00000 300.00
COVER CROP SEEDING | | |
0002 0001.10 1248.000 BDAY| 1.75000 2184.00| 1.75000 2184.00| 1.95000 2433.60
BARRICADE, TYPE III | | |
0003 0001.30 208.000 LDAY| 0.90000 187.20| 0.90000 187.20| 2.50000 520.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2080.000 EACH| 0.50000 1040.00| 0.50000 1040.00| 0.20000 416.00
SIGN DAY | | |
0005 0030.60 LUMP| 24000.00000 24000.00| 20180.00000 20180.00| 26500.00000 26500.00
MOBILIZATION | | |
0006 1009.00 LUMP| 750.00000 750.00| 1000.00000 1000.00| 1806.00000 1806.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 670.000 m3 | 6.16000 4127.20| 5.23000 3504.10| 10.00000 6700.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 100.000 kL | 2.73000 273.00| 2.64000 264.00| 0.00000 0.00
WATER | | |
0009 1030.00 2278.000 m3 | 3.30000 7517.40| 1.70000 3872.60| 3.15000 7175.70
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1300.18 13.000 m | 31.50000 409.50| 39.42000 512.46| 31.00000 403.00
450 mm DRIVEWAY CULVERT PIPE | | |
0011 2009.51 2.950 StaM| 243.00000 716.85| 457.63000 1350.01| 232.00000 684.40
CRUSHED ROCK EMBEDMENT | | |
0012 2010.03 137.000 Mg | 18.80000 2575.60| 22.04000 3019.48| 20.00000 2740.00
CRUSHED ROCK SURFACE COURSE | | |
0013 4050.01 17.000 m3 | 7.80000 132.60| 13.00000 221.00| 7.50000 127.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4350.24 11.500 m | 49.50000 569.25| 55.73000 640.90| 47.25000 543.38
600 mm CORRUGATED METAL PIPE | | |
0015 6000.10 67.000 LS | 2000.00000 2000.00| 2500.00000 2500.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0016 6000.11 84.000 LS | 2000.00000 2000.00| 2500.00000 2500.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0017 6001.50 50.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| 8000.00000 8000.00
BENT NO.1 EXCAVATION | | |
0018 6001.51 50.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| 8000.00000 8000.00
BENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1375X COUNTIES : SAUNDERS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-3430(4)
====================================================================================================================================
|(4) 0805 |(5) 0462 |(6) 2817
|COHRON & SON, INC./A. M. |WEBB CONTRACTOR, INC./L. J. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 128.600 m3 | 390.00000 50154.00| 418.54000 53824.24| 400.00000 51440.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0020 6010.26 99.900 m3 | 390.00000 38961.00| 470.85000 47037.92| 380.00000 37962.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0021 6020.00 19118.000 kg | 1.25000 23897.50| 1.43000 27338.74| 1.25000 23897.50
REINFORCING STEEL FOR BRIDGE | | |
0022 6040.00 1.000 EACH| 12000.00000 12000.00| 10000.00000 10000.00| 14000.00000 14000.00
REMOVE STRUCTURE AT STA. 13+26.9 | | |
0023 6080.00 905.000 kg | 5.25000 4751.25| 8.88000 8036.40| 6.00000 5430.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0024 6105.02 465.000 Mg | 42.00000 19530.00| 33.07000 15377.55| 28.00000 13020.00
ROCK RIPRAP, TYPE B | | |
0025 6200.00 423.400 m | 90.00000 38106.00| 95.14000 40282.28| 80.00000 33872.00
CONCRETE PILING | | |
0026 7020.00 4.000 EACH| 1277.00000 5108.00| 1277.00000 5108.00| 1277.00000 5108.00
BRIDGE APPROACH SECTIONS | | |
0027 7021.45 4.000 EACH| 1130.00000 4520.00| 1130.00000 4520.00| 1130.00000 4520.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 261,821.35| $ 265,488.88| $ 265,599.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 261,821.35| $ 265,488.88| $ 265,599.08
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1375X COUNTIES : SAUNDERS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-3430(4)
====================================================================================================================================
|(7) 0880 | |
|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 STA. 13+28
1-10.365 & 2-7.775 m SPANS CONC. SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 L006.00 1.000 ha | 1000.00000 1000.00| |
COVER CROP SEEDING | | |
0002 0001.10 1248.000 BDAY| 2.00000 2496.00| |
BARRICADE, TYPE III | | |
0003 0001.30 208.000 LDAY| 2.60000 540.80| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0004 0001.90 2080.000 EACH| 0.25000 520.00| |
SIGN DAY | | |
0005 0030.60 LUMP| 27000.00000 27000.00| |
MOBILIZATION | | |
0006 1009.00 LUMP| 2000.00000 2000.00| |
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 670.000 m3 | 4.70000 3149.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 100.000 kL | 2.00000 200.00| |
WATER | | |
0009 1030.00 2278.000 m3 | 7.50000 17085.00| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1300.18 13.000 m | 50.00000 650.00| |
450 mm DRIVEWAY CULVERT PIPE | | |
0011 2009.51 2.950 StaM| 110.00000 324.50| |
CRUSHED ROCK EMBEDMENT | | |
0012 2010.03 137.000 Mg | 14.00000 1918.00| |
CRUSHED ROCK SURFACE COURSE | | |
0013 4050.01 17.000 m3 | 16.00000 272.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4350.24 11.500 m | 55.00000 632.50| |
600 mm CORRUGATED METAL PIPE | | |
0015 6000.10 67.000 LS | 4000.00000 4000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0016 6000.11 84.000 LS | 4000.00000 4000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0017 6001.50 50.000 LS | 9000.00000 9000.00| |
BENT NO.1 EXCAVATION | | |
0018 6001.51 50.000 LS | 9000.00000 9000.00| |
BENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1375X COUNTIES : SAUNDERS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : BR-3430(4)
====================================================================================================================================
|(7) 0880 | |
|CHRISTENSEN BROS., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 128.600 m3 | 430.00000 55298.00| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0020 6010.26 99.900 m3 | 410.00000 40959.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0021 6020.00 19118.000 kg | 1.40000 26765.20| |
REINFORCING STEEL FOR BRIDGE | | |
0022 6040.00 1.000 EACH| 18000.00000 18000.00| |
REMOVE STRUCTURE AT STA. 13+26.9 | | |
0023 6080.00 905.000 kg | 6.00000 5430.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0024 6105.02 465.000 Mg | 30.00000 13950.00| |
ROCK RIPRAP, TYPE B | | |
0025 6200.00 423.400 m | 82.00000 34718.80| |
CONCRETE PILING | | |
0026 7020.00 4.000 EACH| 1300.00000 5200.00| |
BRIDGE APPROACH SECTIONS | | |
0027 7021.45 4.000 EACH| 1200.00000 4800.00| |
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 288,908.80| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 288,908.80| |
====================================================================================================================================