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| ====================================================================================================================================