|
Contract Letting August 01, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/01/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F07 CONTRACT ID : 3376 COUNTIES : CUMING THURSTON
LETTING DATE : 08/01/02 DISTRICT : 3
PROJECT(S) : EACSTPD-16-3(103)
CONTRACT DESCRIPTION :
N-16, SOUTHEAST OF PENDER.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0880 CHRISTENSEN BROS., INC. $ 566,762.96 100.0000%
2 0774 DIXON CONSTRUCTION CO. $ 576,042.98 101.6373%
3 0810 ELK HORN CONSTRUCTION CO. $ 577,303.14 101.8597%
4 1742 HERBST CONSTRUCTION, INC. $ 593,750.20 104.7616%
5 1809 CAPITAL CONTRACTORS, INC. $ 723,625.56 127.6769%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/01/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3376 COUNTIES : CUMING THURSTON
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-16-3(103)
====================================================================================================================================
|(1) 0880 |(2) 0774 |(3) 0810
|CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |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 L020.00 1942.000 m2 | 1.70000 3301.40| 1.60000 3107.20| 2.50000 4855.00
EROSION CONTROL | | |
0002 L022.11 359.900 m | 7.80000 2807.22| 7.55000 2717.25| 8.00000 2879.20
FABRIC SILT FENCE-LOW POROSITY | | |
0003 0030.10 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 2500.00000 2500.00
MOBILIZATION | | |
0004 1000.00 6.000 EACH| 100.00000 600.00| 95.00000 570.00| 95.00000 570.00
LARGE TREE REMOVAL | | |
0005 1009.00 LUMP| 3000.00000 3000.00| 2400.00000 2400.00| 2400.00000 2400.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 136.000 kL | 20.00000 2720.00| 20.00000 2720.00| 20.00000 2720.00
WATER | | |
0007 1012.00 10.000 EACH| 75.00000 750.00| 75.00000 750.00| 75.00000 750.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 1936.000 m3 | 6.10000 11809.60| 6.00000 11616.00| 6.00000 11616.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1102.00 446.000 m2 | 7.00000 3122.00| 6.50000 2899.00| 6.50000 2899.00
REMOVE ASPHALT SURFACE | | |
0010 1300.48 23.000 m | 160.00000 3680.00| 150.00000 3450.00| 150.00000 3450.00
1200 mm DRIVEWAY CULVERT PIPE | | |
0011 6040.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 850.00000 850.00
REMOVE STRUCTURE AT STA. 43+09 RT. | | |
0012 7017.00 79.000 m | 8.00000 632.00| 7.59000 599.61| 9.00000 711.00
REMOVE GUARDRAIL | | |
0013 9110.01 10.000 HOUR| 40.00000 400.00| 95.00000 950.00| 75.00000 750.00
RENTAL OF LOADER, FULLY OPERATED | | |
0014 9110.03 10.000 HOUR| 30.00000 300.00| 55.00000 550.00| 60.00000 600.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0015 9110.06 10.000 HOUR| 50.00000 500.00| 95.00000 950.00| 80.00000 800.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0016 9110.07 10.000 HOUR| 30.00000 300.00| 55.00000 550.00| 60.00000 600.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 37,922.22| $ 37,329.06| $ 38,950.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 43+73.4
2-10.515m & 1-14.02m SPANS PRESTRESSED IT-300 GIRDER BRIDGE
| | |
0017 0030.60 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 45000.00000 45000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/01/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3376 COUNTIES : CUMING THURSTON
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-16-3(103)
====================================================================================================================================
|(1) 0880 |(2) 0774 |(3) 0810
|CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 1010.01 1203.000 m3 | 4.00000 4812.00| 2.62000 3151.86| 3.00000 3609.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0019 2020.50 217.000 m2 | 60.00000 13020.00| 53.00000 11501.00| 57.00000 12369.00
SURFACING | | |
0020 3050.15 128.000 m3 | 220.00000 28160.00| 248.90000 31859.20| 240.00000 30720.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0021 3051.10 7650.000 kg | 1.20000 9180.00| 1.21000 9256.50| 1.20000 9180.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0022 6000.10 31.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0023 6000.11 31.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0024 6001.50 37.400 LS | 17000.00000 17000.00| 7500.00000 7500.00| 8000.00000 8000.00
BENT NO.1 EXCAVATION | | |
0025 6001.51 37.400 LS | 17000.00000 17000.00| 7500.00000 7500.00| 8000.00000 8000.00
BENT NO.2 EXCAVATION | | |
0026 6010.22 156.500 m3 | 320.00000 50080.00| 458.50000 71755.25| 500.00000 78250.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0027 6010.26 86.800 m3 | 310.00000 26908.00| 458.50000 39797.80| 500.00000 43400.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0028 6011.11 64.300 LS | 82000.00000 82000.00| 80000.00000 80000.00| 75000.00000 75000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE | | |
0029 6040.00 1.000 EACH| 28000.00000 28000.00| 25000.00000 25000.00| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 43+73.131 | | |
0030 6080.00 2070.000 kg | 4.00000 8280.00| 4.40000 9108.00| 5.00000 10350.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0031 6104.00 50.000 Mg | 20.00000 1000.00| 11.00000 550.00| 20.00000 1000.00
BROKEN CONCRETE RIPRAP | | |
0032 6131.50 18370.000 kg | 1.20000 22044.00| 1.21000 22227.70| 1.20000 22044.00
EPOXY COATED REINFORCING STEEL | | |
0033 6210.50 640.800 m | 80.00000 51264.00| 65.60000 42036.48| 78.00000 49982.40
PIPE PILING | | |
0034 6310.00 356.000 m2 | 135.00000 48060.00| 107.60000 38305.60| 120.00000 42720.00
STEEL SHEET PILING | | |
0035 8091.00 126.900 m3 | 27.00000 3426.30| 39.30000 4987.17| 25.00000 3172.50
GRANULAR BACKFILL | | |
0036 9188.50 323.000 m2 | 40.00000 12920.00| 55.00000 17765.00| 38.75000 12516.25
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/01/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3376 COUNTIES : CUMING THURSTON
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-16-3(103)
====================================================================================================================================
|(1) 0880 |(2) 0774 |(3) 0810
|CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 473,154.30| $ 482,301.56| $ 485,313.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0037 0030.70 LUMP| 500.00000 500.00| 1000.00000 1000.00| 430.00000 430.00
MOBILIZATION | | |
0038 7011.20 72.400 m | 52.00000 3764.80| 41.69000 3018.36| 50.00000 3620.00
W-BEAM GUARDRAIL | | |
0039 7020.00 4.000 EACH| 1100.00000 4400.00| 1103.00000 4412.00| 1050.00000 4200.00
BRIDGE APPROACH SECTIONS | | |
0040 7024.27 4.000 EACH| 1550.00000 6200.00| 1558.00000 6232.00| 1500.00000 6000.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 14,864.80| $ 14,662.36| $ 14,250.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0041 0001.10 1750.000 BDAY| 1.80000 3150.00| 1.00000 1750.00| 1.00000 1750.00
BARRICADE, TYPE III | | |
0042 0001.30 500.000 LDAY| 1.10000 550.00| 1.00000 500.00| 1.00000 500.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0043 0001.90 3000.000 EACH| 0.55000 1650.00| 0.50000 1500.00| 0.50000 1500.00
SIGN DAY | | |
0044 0010.04 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 2000.00000 2000.00
FIELD OFFICE | | |
0045 0030.00 LUMP| 500.00000 500.00| 2000.00000 2000.00| 500.00000 500.00
MOBILIZATION | | |
SECTION TOTALS | $ 8,850.00| $ 7,250.00| $ 6,250.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 11 TERO TAX
| | |
0046 0024.00 LUMP| 31971.64000 31971.64| 34500.00000 34500.00| 32539.79000 32539.79
TRIBAL EMPLOYMENT RIGHTS OFFICE (TERO) | | |
TAX | | |
SECTION TOTALS | $ 31,971.64| $ 34,500.00| $ 32,539.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 566,762.96| $ 576,042.98| $ 577,303.14
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 08/01/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3376 COUNTIES : CUMING THURSTON
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-16-3(103)
====================================================================================================================================
|(4) 1742 |(5) 1809 |
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 1942.000 m2 | 1.60000 3107.20| 1.60000 3107.20|
EROSION CONTROL | | |
0002 L022.11 359.900 m | 7.55000 2717.25| 7.55000 2717.25|
FABRIC SILT FENCE-LOW POROSITY | | |
0003 0030.10 LUMP| 3500.00000 3500.00| 2500.00000 2500.00|
MOBILIZATION | | |
0004 1000.00 6.000 EACH| 100.00000 600.00| 95.00000 570.00|
LARGE TREE REMOVAL | | |
0005 1009.00 LUMP| 2400.00000 2400.00| 2400.00000 2400.00|
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 136.000 kL | 20.00000 2720.00| 20.00000 2720.00|
WATER | | |
0007 1012.00 10.000 EACH| 75.00000 750.00| 75.00000 750.00|
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 1936.000 m3 | 6.00000 11616.00| 6.00000 11616.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1102.00 446.000 m2 | 6.50000 2899.00| 6.50000 2899.00|
REMOVE ASPHALT SURFACE | | |
0010 1300.48 23.000 m | 150.00000 3450.00| 150.00000 3450.00|
1200 mm DRIVEWAY CULVERT PIPE | | |
0011 6040.00 1.000 EACH| 1000.00000 1000.00| 850.00000 850.00|
REMOVE STRUCTURE AT STA. 43+09 RT. | | |
0012 7017.00 79.000 m | 5.00000 395.00| 8.00000 632.00|
REMOVE GUARDRAIL | | |
0013 9110.01 10.000 HOUR| 70.00000 700.00| 70.00000 700.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0014 9110.03 10.000 HOUR| 65.00000 650.00| 55.00000 550.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0015 9110.06 10.000 HOUR| 70.00000 700.00| 110.00000 1100.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0016 9110.07 10.000 HOUR| 55.00000 550.00| 50.00000 500.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 37,754.45| $ 37,061.45|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 43+73.4
2-10.515m & 1-14.02m SPANS PRESTRESSED IT-300 GIRDER BRIDGE
| | |
0017 0030.60 LUMP| 30000.00000 30000.00| 40000.00000 40000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/01/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3376 COUNTIES : CUMING THURSTON
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-16-3(103)
====================================================================================================================================
|(4) 1742 |(5) 1809 |
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 1010.01 1203.000 m3 | 6.50000 7819.50| 5.00000 6015.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0019 2020.50 217.000 m2 | 58.00000 12586.00| 57.00000 12369.00|
SURFACING | | |
0020 3050.15 128.000 m3 | 262.00000 33536.00| 320.00000 40960.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0021 3051.10 7650.000 kg | 1.25000 9562.50| 1.15000 8797.50|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0022 6000.10 31.000 LS | 8000.00000 8000.00| 15000.00000 15000.00|
ABUTMENT NO.1 EXCAVATION | | |
0023 6000.11 31.000 LS | 8000.00000 8000.00| 15000.00000 15000.00|
ABUTMENT NO.2 EXCAVATION | | |
0024 6001.50 37.400 LS | 10000.00000 10000.00| 30000.00000 30000.00|
BENT NO.1 EXCAVATION | | |
0025 6001.51 37.400 LS | 10000.00000 10000.00| 30000.00000 30000.00|
BENT NO.2 EXCAVATION | | |
0026 6010.22 156.500 m3 | 425.00000 66512.50| 375.00000 58687.50|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0027 6010.26 86.800 m3 | 425.00000 36890.00| 400.00000 34720.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0028 6011.11 64.300 LS | 86000.00000 86000.00| 80000.00000 80000.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE | | |
0029 6040.00 1.000 EACH| 25000.00000 25000.00| 67140.00000 67140.00|
REMOVE STRUCTURE AT STA. 43+73.131 | | |
0030 6080.00 2070.000 kg | 5.50000 11385.00| 6.00000 12420.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0031 6104.00 50.000 Mg | 30.00000 1500.00| 50.00000 2500.00|
BROKEN CONCRETE RIPRAP | | |
0032 6131.50 18370.000 kg | 1.25000 22962.50| 1.15000 21125.50|
EPOXY COATED REINFORCING STEEL | | |
0033 6210.50 640.800 m | 90.00000 57672.00| 65.00000 41652.00|
PIPE PILING | | |
0034 6310.00 356.000 m2 | 124.00000 44144.00| 120.00000 42720.00|
STEEL SHEET PILING | | |
0035 8091.00 126.900 m3 | 35.00000 4441.50| 35.00000 4441.50|
GRANULAR BACKFILL | | |
0036 9188.50 323.000 m2 | 39.75000 12839.25| 38.75000 12516.25|
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/01/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F07 CONTRACT ID : 3376 COUNTIES : CUMING THURSTON
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-16-3(103)
====================================================================================================================================
|(4) 1742 |(5) 1809 |
|HERBST CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 498,850.75| $ 576,064.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
0037 0030.70 LUMP| 1100.00000 1100.00| 600.00000 600.00|
MOBILIZATION | | |
0038 7011.20 72.400 m | 50.00000 3620.00| 41.69000 3018.36|
W-BEAM GUARDRAIL | | |
0039 7020.00 4.000 EACH| 1000.00000 4000.00| 1103.00000 4412.00|
BRIDGE APPROACH SECTIONS | | |
0040 7024.27 4.000 EACH| 1400.00000 5600.00| 1558.00000 6232.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 14,320.00| $ 14,262.36|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 10 GENERAL ITEMS
| | |
0041 0001.10 1750.000 BDAY| 1.00000 1750.00| 1.65000 2887.50|
BARRICADE, TYPE III | | |
0042 0001.30 500.000 LDAY| 1.00000 500.00| 1.00000 500.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0043 0001.90 3000.000 EACH| 0.60000 1800.00| 0.50000 1500.00|
SIGN DAY | | |
0044 0010.04 1.000 EACH| 2000.00000 2000.00| 3500.00000 3500.00|
FIELD OFFICE | | |
0045 0030.00 LUMP| 775.00000 775.00| 1015.00000 1015.00|
MOBILIZATION | | |
SECTION TOTALS | $ 6,825.00| $ 9,402.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 11 TERO TAX
| | |
0046 0024.00 LUMP| 36000.00000 36000.00| 86835.00000 86835.00|
TRIBAL EMPLOYMENT RIGHTS OFFICE (TERO) | | |
TAX | | |
SECTION TOTALS | $ 36,000.00| $ 86,835.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 593,750.20| $ 723,625.56|
====================================================================================================================================