|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F12 CONTRACT ID : 3274 COUNTIES : COLFAX
LETTING DATE : 04/18/02 DISTRICT : 3
PROJECT(S) : BRO-7019(8)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF CLARKSON.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE
0462 ACCEPTED IN THIS LETTING IS LIMITED TO 2.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0774 DIXON CONSTRUCTION CO. $ 339,272.89 100.0000%
2 2283 PERRETT CONSTRUCTION LTD. $ 349,207.70 102.9282%
3 0810 ELK HORN CONSTRUCTION CO. $ 354,299.69 104.4291%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 362,961.30 106.9821%
5 0880 CHRISTENSEN BROS., INC. $ 420,936.20 124.0700%
6 1227 GILBERT CENTRAL CORP. $ 574,574.54 169.3546%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3274 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(8)
====================================================================================================================================
|(1) 0774 |(2) 2283 |(3) 0810
|DIXON CONSTRUCTION CO. |PERRETT CONSTRUCTION LTD. |ELK HORN 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 L006.00 2.000 ha | 437.50000 875.00| 200.00000 400.00| 437.50000 875.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 2550.00000 2550.00| 5000.00000 5000.00| 3000.00000 3000.00
MOBILIZATION | | |
0003 1000.00 8.000 EACH| 150.00000 1200.00| 150.00000 1200.00| 150.00000 1200.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 2400.00000 2400.00| 3500.00000 3500.00| 2400.00000 2400.00
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 108.000 kL | 1.50000 162.00| 4.00000 432.00| 1.50000 162.00
WATER | | |
0006 1030.00 6196.000 m3 | 3.35000 20756.60| 3.50000 21686.00| 3.35000 20756.60
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1300.24 10.000 m | 32.90000 329.00| 65.00000 650.00| 32.90000 329.00
600 mm DRIVEWAY CULVERT PIPE | | |
0008 1300.48 11.000 m | 105.60000 1161.60| 175.00000 1925.00| 105.60000 1161.60
1200 mm DRIVEWAY CULVERT PIPE | | |
0009 2009.51 3.712 StaM| 974.00000 3615.49| 500.00000 1856.00| 974.00000 3615.49
CRUSHED ROCK EMBEDMENT | | |
0010 2010.00 212.000 m3 | 20.00000 4240.00| 32.00000 6784.00| 19.50000 4134.00
CRUSHED ROCK SURFACE COURSE | | |
SECTION TOTALS | $ 37,289.69| $ 43,433.00| $ 37,633.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0011 0030.40 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 3000.00000 3000.00
MOBILIZATION | | |
0012 1043.50 33.000 m2 | 5.00000 165.00| 6.00000 198.00| 3.00000 99.00
RIPRAP FILTER FABRIC | | |
0013 4050.01 441.000 m3 | 5.00000 2205.00| 12.00000 5292.00| 10.00000 4410.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4300.36 36.000 m | 110.00000 3960.00| 112.00000 4032.00| 90.00000 3240.00
900 mm CULVERT PIPE | | |
0015 4300.48 25.800 m | 182.00000 4695.60| 160.00000 4128.00| 156.00000 4024.80
1200 mm CULVERT PIPE | | |
0016 4300.60 37.000 m | 250.00000 9250.00| 225.00000 8325.00| 230.00000 8510.00
1500 mm CULVERT PIPE | | |
0017 4310.36 1.000 EACH| 500.00000 500.00| 325.00000 325.00| 400.00000 400.00
900 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3274 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(8)
====================================================================================================================================
|(1) 0774 |(2) 2283 |(3) 0810
|DIXON CONSTRUCTION CO. |PERRETT CONSTRUCTION LTD. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4310.48 1.000 EACH| 750.00000 750.00| 450.00000 450.00| 650.00000 650.00
1200 mm FLARED-END SECTION | | |
0019 4310.60 1.000 EACH| 900.00000 900.00| 575.00000 575.00| 900.00000 900.00
1500 mm FLARED-END SECTION | | |
0020 6105.03 35.000 Mg | 40.00000 1400.00| 45.00000 1575.00| 25.00000 875.00
ROCK RIPRAP, TYPE C | | |
SECTION TOTALS | $ 24,825.60| $ 27,400.00| $ 26,108.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0021 L001.01 1.000 ha | 1502.13000 1502.13| 1600.00000 1600.00| 1120.00000 1120.00
SEEDING, TYPE A | | |
0022 L001.02 1.000 ha | 1491.81000 1491.81| 1600.00000 1600.00| 1120.00000 1120.00
SEEDING, TYPE B | | |
0023 L032.75 10.000 Mg | 75.00000 750.00| 85.00000 850.00| 90.00000 900.00
MULCH | | |
0024 0030.50 LUMP| 200.00000 200.00| 1000.00000 1000.00| 500.00000 500.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,943.94| $ 5,050.00| $ 3,640.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 7+23.00
1-10.975 m & 2-8.230 m SPANS CONCRETE SLAB BRIDGE CONT TYPE
| | |
0025 0030.60 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 28000.00000 28000.00
MOBILIZATION | | |
0026 1043.50 703.000 m2 | 2.40000 1687.20| 4.00000 2812.00| 3.00000 2109.00
RIPRAP FILTER FABRIC | | |
0027 6000.10 10.000 LS | 3000.00000 3000.00| 5000.00000 5000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0028 6000.11 10.000 LS | 3000.00000 3000.00| 5000.00000 5000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0029 6001.50 15.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 6000.00000 6000.00
BENT NO.1 EXCAVATION | | |
0030 6001.51 15.000 LS | 7500.00000 7500.00| 7500.00000 7500.00| 6000.00000 6000.00
BENT NO.2 EXCAVATION | | |
0031 6010.22 97.900 m3 | 393.00000 38474.70| 400.00000 39160.00| 500.00000 48950.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0032 6010.26 110.700 m3 | 366.80000 40604.76| 425.00000 47047.50| 500.00000 55350.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0033 6020.00 17180.000 kg | 1.21000 20787.80| 1.00000 17180.00| 1.10000 18898.00
REINFORCING STEEL FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3274 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(8)
====================================================================================================================================
|(1) 0774 |(2) 2283 |(3) 0810
|DIXON CONSTRUCTION CO. |PERRETT CONSTRUCTION LTD. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6040.00 1.000 EACH| 30000.00000 30000.00| 6500.00000 6500.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 8+31.6 | | |
0035 6080.00 790.000 kg | 4.00000 3160.00| 4.00000 3160.00| 4.50000 3555.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0036 6105.03 904.000 Mg | 30.00000 27120.00| 42.00000 37968.00| 29.00000 26216.00
ROCK RIPRAP, TYPE C | | |
0037 6210.12 656.800 m | 49.20000 32314.56| 59.00000 38751.20| 59.00000 38751.20
HP 250 mm X 62 kg STEEL PILING | | |
0038 6310.00 157.400 m2 | 107.60000 16936.24| 150.00000 23610.00| 120.00000 18888.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 262,085.26| $ 261,188.70| $ 275,717.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0039 0030.70 LUMP| 100.00000 100.00| 1000.00000 1000.00| 400.00000 400.00
MOBILIZATION | | |
0040 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE APPROACH SECTIONS | | |
0041 7021.45 4.000 EACH| 850.00000 3400.00| 900.00000 3600.00| 850.00000 3400.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 7,500.00| $ 8,600.00| $ 7,800.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0042 0001.10 1320.000 BDAY| 1.20000 1584.00| 1.20000 1584.00| 1.25000 1650.00
BARRICADE, TYPE III | | |
0043 0001.30 264.000 LDAY| 0.60000 158.40| 0.60000 158.40| 0.65000 171.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0044 0001.90 1848.000 EACH| 0.75000 1386.00| 0.70000 1293.60| 0.80000 1478.40
SIGN DAY | | |
0045 0030.10 LUMP| 500.00000 500.00| 500.00000 500.00| 100.00000 100.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,628.40| $ 3,536.00| $ 3,400.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 339,272.89| $ 349,207.70| $ 354,299.69
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3274 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(8)
====================================================================================================================================
|(4) 0462 |(5) 0880 |(6) 1227
|WEBB CONTRACTOR, INC./L. J. |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 L006.00 2.000 ha | 437.50000 875.00| 450.00000 900.00| 220.00000 440.00
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 2550.00000 2550.00| 3000.00000 3000.00| 6000.00000 6000.00
MOBILIZATION | | |
0003 1000.00 8.000 EACH| 150.00000 1200.00| 180.00000 1440.00| 200.00000 1600.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 12000.00000 12000.00
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 108.000 kL | 1.50000 162.00| 1.60000 172.80| 2.00000 216.00
WATER | | |
0006 1030.00 6196.000 m3 | 3.35000 20756.60| 3.50000 21686.00| 5.50000 34078.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1300.24 10.000 m | 32.90000 329.00| 35.00000 350.00| 50.00000 500.00
600 mm DRIVEWAY CULVERT PIPE | | |
0008 1300.48 11.000 m | 105.60000 1161.60| 120.00000 1320.00| 160.00000 1760.00
1200 mm DRIVEWAY CULVERT PIPE | | |
0009 2009.51 3.712 StaM| 974.00000 3615.49| 1000.00000 3712.00| 1120.00000 4157.44
CRUSHED ROCK EMBEDMENT | | |
0010 2010.00 212.000 m3 | 19.48000 4129.76| 8.00000 1696.00| 20.00000 4240.00
CRUSHED ROCK SURFACE COURSE | | |
SECTION TOTALS | $ 37,179.45| $ 37,276.80| $ 64,991.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0011 0030.40 LUMP| 500.00000 500.00| 2000.00000 2000.00| 4000.00000 4000.00
MOBILIZATION | | |
0012 1043.50 33.000 m2 | 3.00000 99.00| 6.00000 198.00| 5.00000 165.00
RIPRAP FILTER FABRIC | | |
0013 4050.01 441.000 m3 | 20.00000 8820.00| 5.20000 2293.20| 18.00000 7938.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4300.36 36.000 m | 96.00000 3456.00| 115.00000 4140.00| 165.00000 5940.00
900 mm CULVERT PIPE | | |
0015 4300.48 25.800 m | 151.00000 3895.80| 180.00000 4644.00| 270.00000 6966.00
1200 mm CULVERT PIPE | | |
0016 4300.60 37.000 m | 208.00000 7696.00| 240.00000 8880.00| 350.00000 12950.00
1500 mm CULVERT PIPE | | |
0017 4310.36 1.000 EACH| 400.00000 400.00| 525.00000 525.00| 675.00000 675.00
900 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3274 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(8)
====================================================================================================================================
|(4) 0462 |(5) 0880 |(6) 1227
|WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. |GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4310.48 1.000 EACH| 800.00000 800.00| 705.00000 705.00| 900.00000 900.00
1200 mm FLARED-END SECTION | | |
0019 4310.60 1.000 EACH| 1300.00000 1300.00| 940.00000 940.00| 1500.00000 1500.00
1500 mm FLARED-END SECTION | | |
0020 6105.03 35.000 Mg | 40.00000 1400.00| 42.00000 1470.00| 42.00000 1470.00
ROCK RIPRAP, TYPE C | | |
SECTION TOTALS | $ 28,366.80| $ 25,795.20| $ 42,504.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0021 L001.01 1.000 ha | 1120.00000 1120.00| 2200.00000 2200.00| 1600.00000 1600.00
SEEDING, TYPE A | | |
0022 L001.02 1.000 ha | 1120.00000 1120.00| 2200.00000 2200.00| 1600.00000 1600.00
SEEDING, TYPE B | | |
0023 L032.75 10.000 Mg | 90.00000 900.00| 100.00000 1000.00| 85.00000 850.00
MULCH | | |
0024 0030.50 LUMP| 500.00000 500.00| 1000.00000 1000.00| 800.00000 800.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,640.00| $ 6,400.00| $ 4,850.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 7+23.00
1-10.975 m & 2-8.230 m SPANS CONCRETE SLAB BRIDGE CONT TYPE
| | |
0025 0030.60 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 60000.00000 60000.00
MOBILIZATION | | |
0026 1043.50 703.000 m2 | 3.00000 2109.00| 3.00000 2109.00| 3.00000 2109.00
RIPRAP FILTER FABRIC | | |
0027 6000.10 10.000 LS | 2000.00000 2000.00| 12000.00000 12000.00| 4500.00000 4500.00
ABUTMENT NO.1 EXCAVATION | | |
0028 6000.11 10.000 LS | 2000.00000 2000.00| 12000.00000 12000.00| 4500.00000 4500.00
ABUTMENT NO.2 EXCAVATION | | |
0029 6001.50 15.000 LS | 10000.00000 10000.00| 25000.00000 25000.00| 6500.00000 6500.00
BENT NO.1 EXCAVATION | | |
0030 6001.51 15.000 LS | 10000.00000 10000.00| 25000.00000 25000.00| 6500.00000 6500.00
BENT NO.2 EXCAVATION | | |
0031 6010.22 97.900 m3 | 457.80000 44818.62| 420.00000 41118.00| 775.00000 75872.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0032 6010.26 110.700 m3 | 457.80000 50678.46| 380.00000 42066.00| 900.00000 99630.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0033 6020.00 17180.000 kg | 1.43000 24567.40| 1.40000 24052.00| 2.50000 42950.00
REINFORCING STEEL FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/19/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F12 CONTRACT ID : 3274 COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : BRO-7019(8)
====================================================================================================================================
|(4) 0462 |(5) 0880 |(6) 1227
|WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. |GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6040.00 1.000 EACH| 8000.00000 8000.00| 15000.00000 15000.00| 25000.00000 25000.00
REMOVE STRUCTURE AT STA. 8+31.6 | | |
0035 6080.00 790.000 kg | 6.61000 5221.90| 6.00000 4740.00| 6.50000 5135.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0036 6105.03 904.000 Mg | 33.07000 29895.28| 30.00000 27120.00| 35.00000 31640.00
ROCK RIPRAP, TYPE C | | |
0037 6210.12 656.800 m | 72.18000 47407.82| 80.00000 52544.00| 100.00000 65680.00
HP 250 mm X 62 kg STEEL PILING | | |
0038 6310.00 157.400 m2 | 134.55000 21178.17| 140.00000 22036.00| 125.00000 19675.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 282,876.65| $ 339,785.00| $ 449,691.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0039 0030.70 LUMP| 100.00000 100.00| 200.00000 200.00| 200.00000 200.00
MOBILIZATION | | |
0040 7020.00 4.000 EACH| 1000.00000 4000.00| 1050.00000 4200.00| 1150.00000 4600.00
BRIDGE APPROACH SECTIONS | | |
0041 7021.45 4.000 EACH| 850.00000 3400.00| 900.00000 3600.00| 975.00000 3900.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 7,500.00| $ 8,000.00| $ 8,700.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0042 0001.10 1320.000 BDAY| 1.20000 1584.00| 1.30000 1716.00| 1.35000 1782.00
BARRICADE, TYPE III | | |
0043 0001.30 264.000 LDAY| 0.60000 158.40| 0.70000 184.80| 0.70000 184.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0044 0001.90 1848.000 EACH| 0.75000 1386.00| 0.80000 1478.40| 0.85000 1570.80
SIGN DAY | | |
0045 0030.10 LUMP| 270.00000 270.00| 300.00000 300.00| 300.00000 300.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,398.40| $ 3,679.20| $ 3,837.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 362,961.30| $ 420,936.20| $ 574,574.54
====================================================================================================================================