| Back to Bid Tabs |
Last Updated:
09/05/2003
|
|
September 4, 2003 Contract
Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : 2 VENDOR RANKING CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : NH-20-6(106) ON US-20 NORTHEAST OF DIXON. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0463 GRAVES CONSTRUCTION CO., INC. $ 618,260.30 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 649,488.84 105.0510% 3 0880 CHRISTENSEN BROS., INC. $ 668,013.50 108.0473% 4 0810 ELK HORN CONSTRUCTION CO. $ 674,643.26 109.1196% 5 1809 CAPITAL CONTRACTORS, INC. $ 678,678.42 109.7723% 6 0774 DIXON CONSTRUCTION CO. $ 694,634.96 112.3532% 7 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 756,170.17 122.3061% 8 0137 JUDDS BROS. CONSTRUCTION CO. $ 763,016.98 123.4135% NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -3 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0463 |( 2 ) 1742 |( 3 ) 0880 |GRAVES CONSTRUCTION CO., IN |HERBST CONSTRUCTION, INC. |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. 254+82.00 2-24' & 1-32' PRESTRESSESD IT300 BRIDGE | | | 0001 0001.08 2267.000 BDAY| 0.50000 1133.50| 0.50000 1133.50| 0.50000 1133.50 BARRICADE, TYPE II | | | 0002 0001.10 1118.000 BDAY| 2.50000 2795.00| 2.50000 2795.00| 2.50000 2795.00 BARRICADE, TYPE III | | | 0003 0001.90 3944.000 EACH| 1.00000 3944.00| 1.00000 3944.00| 1.00000 3944.00 SIGN DAY | | | 0004 0001.99 532.000 EACH| 1.50000 798.00| 1.50000 798.00| 1.50000 798.00 CONTRACTOR FURNISHED SIGN DAY | | | 0005 0002.30 850.000 LF | 0.50000 425.00| 0.50000 425.00| 0.50000 425.00 PAVEMENT MARKING REMOVAL | | | 0006 0002.39 6650.000 LF | 0.70000 4655.00| 0.70000 4655.00| 0.70000 4655.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0007 0002.47 2400.000 LF | 0.80000 1920.00| 0.80000 1920.00| 0.80000 1920.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0008 0003.10 15.000 DAY | 172.70000 2590.50| 190.00000 2850.00| 180.00000 2700.00 FLAGGING | | | 0009 0010.04 1.000 EACH| 5000.00000 5000.00| 2500.00000 2500.00| 3000.00000 3000.00 FIELD OFFICE | | | 0010 0030.60 LUMP| 35000.00000 35000.00| 60000.00000 60000.00| 50000.00000 50000.00 MOBILIZATION | | | 0011 1009.00 LUMP| 2583.74000 2583.74| 2583.74000 2583.74| 3000.00000 3000.00 GENERAL CLEARING AND GRUBBING | | | 0012 1010.01 3750.000 CY | 2.73000 10237.50| 2.65000 9937.50| 2.70000 10125.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0013 1030.00 3383.000 CY | 4.40000 14885.20| 4.27000 14445.41| 4.30000 14546.90 EARTHWORK MEASURED IN EMBANKMENT | | | 0014 1043.50 290.000 SY | 2.05000 594.50| 2.25000 652.50| 2.00000 580.00 RIPRAP FILTER FABRIC | | | 0015 1101.00 488.000 SY | 3.56000 1737.28| 3.46000 1688.48| 3.50000 1708.00 REMOVE PAVEMENT | | | 0016 1102.00 3008.000 SY | 3.90000 11731.20| 3.79000 11400.32| 3.80000 11430.40 REMOVE ASPHALT SURFACE | | | 0017 1143.00 40.000 LF | 5.41000 216.40| 5.25000 210.00| 5.30000 212.00 REMOVE DRIVEWAY CULVERT PIPE | | | 0018 1405.00 40.000 LF | 8.11000 324.40| 7.87000 314.80| 8.00000 320.00 RELAYING DRIVEWAY CULVERT PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -4 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0463 |( 2 ) 1742 |( 3 ) 0880 |GRAVES CONSTRUCTION CO., IN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 3050.15 192.500 CY | 185.00000 35612.50| 190.00000 36575.00| 200.00000 38500.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0020 3051.10 19894.000 LB | 0.60000 11936.40| 0.50000 9947.00| 0.50000 9947.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0021 4050.01 319.000 CY | 9.00000 2871.00| 5.00000 1595.00| 1.00000 319.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0022 4350.60 400.000 LF | 32.68000 13072.00| 31.73000 12692.00| 40.00000 16000.00 60" CORRUGATED METAL PIPE | | | 0023 6000.10 42.000 LS | 2600.00000 2600.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.1 EXCAVATION | | | 0024 6000.11 42.000 LS | 2600.00000 2600.00| 5000.00000 5000.00| 7000.00000 7000.00 ABUTMENT NO.2 EXCAVATION | | | 0025 6001.00 32.000 LS | 4200.00000 4200.00| 4000.00000 4000.00| 14000.00000 14000.00 BENT NO.1 EXCAVATION | | | 0026 6001.01 32.000 LS | 4200.00000 4200.00| 4000.00000 4000.00| 14000.00000 14000.00 BENT NO.2 EXCAVATION | | | 0027 6010.22 191.900 CY | 305.00000 58529.50| 305.00000 58529.50| 290.00000 55651.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0028 6010.26 92.700 CY | 290.00000 26883.00| 340.00000 31518.00| 230.00000 21321.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0029 6011.11 66.600 LS | 58140.00000 58140.00| 69500.00000 69500.00| 65000.00000 65000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 254+82 | | | 0030 6040.00 1.000 EACH| 24600.00000 24600.00| 18000.00000 18000.00| 34000.00000 34000.00 REMOVE STRUCTURE AT STA. 254+81.70 | | | 0031 6080.00 4420.000 LB | 3.00000 13260.00| 2.25000 9945.00| 2.00000 8840.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6081.00 102.000 LB | 5.00000 510.00| 6.00000 612.00| 7.00000 714.00 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0033 6104.00 230.000 TON | 17.00000 3910.00| 12.00000 2760.00| 15.00000 3450.00 BROKEN CONCRETE RIPRAP | | | 0034 6105.02 120.000 TON | 32.00000 3840.00| 30.00000 3600.00| 32.00000 3840.00 ROCK RIPRAP, TYPE B | | | 0035 6131.50 50168.000 LB | 0.60000 30100.80| 0.50000 25084.00| 0.50000 25084.00 EPOXY COATED REINFORCING STEEL | | | 0036 6210.14 2455.000 LF | 19.00000 46645.00| 22.00000 54010.00| 18.00000 44190.00 HP 12"X53# STEEL PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -5 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0463 |( 2 ) 1742 |( 3 ) 0880 |GRAVES CONSTRUCTION CO., IN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 6310.00 3840.000 SF | 11.00000 42240.00| 11.00000 42240.00| 14.00000 53760.00 STEEL SHEET PILING | | | 0038 7011.20 87.500 LF | 12.00000 1050.00| 12.00000 1050.00| 15.00000 1312.50 W-BEAM GUARDRAIL | | | 0039 7017.00 376.000 LF | 3.00000 1128.00| 2.00000 752.00| 2.00000 752.00 REMOVE GUARDRAIL | | | 0040 7020.00 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1800.00000 7200.00 BRIDGE APPROACH SECTIONS | | | 0041 7024.27 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| 1400.00000 5600.00 GUARDRAIL END TREATMENT, TYPE II | | | 0042 7502.04 2300.000 LF | 2.60000 5980.00| 2.60000 5980.00| 2.70000 6210.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0043 7503.04 300.000 LF | 2.70000 810.00| 2.70000 810.00| 2.80000 840.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0044 8091.00 320.000 CY | 19.00000 6080.00| 30.00000 9600.00| 20.00000 6400.00 GRANULAR BACKFILL | | | 0045 9005.45 1290.000 TON | 50.11000 64641.90| 48.65000 62758.50| 49.00000 63210.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0046 9021.08 69.660 TON | 207.55000 14457.93| 201.50000 14036.49| 205.00000 14280.30 PERFORMANCE GRADED BINDER (64-28) | | | 0047 9053.00 300.000 GAL | 1.00000 300.00| 1.00000 300.00| 1.00000 300.00 TACK COAT | | | 0048 9110.01 10.000 HOUR| 66.35000 663.50| 66.35000 663.50| 70.00000 700.00 RENTAL OF LOADER, FULLY OPERATED | | | 0049 9110.03 10.000 HOUR| 54.46000 544.60| 54.46000 544.60| 60.00000 600.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0050 9110.06 10.000 HOUR| 93.26000 932.60| 93.26000 932.60| 100.00000 1000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0051 9110.07 10.000 HOUR| 40.16000 401.60| 40.16000 401.60| 45.00000 450.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0052 9111.00 20.000 MGAL| 10.43000 208.60| 10.43000 208.60| 11.00000 220.00 WATER | | | 0053 9170.00 20.960 STA | 98.00000 2054.08| 95.15000 1994.34| 100.00000 2096.00 EARTH SHOULDER CONSTRUCTION | | | 0054 9173.20 3007.000 SY | 1.01000 3037.07| 0.98000 2946.86| 1.00000 3007.00 SUBGRADE PREPARATION | | | 0055 9188.50 214.000 SY | 41.00000 8774.00| 41.00000 8774.00| 42.00000 8988.00 SURFACING UNDER GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -6 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0463 |( 2 ) 1742 |( 3 ) 0880 |GRAVES CONSTRUCTION CO., IN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 L006.50 0.680 ACRE| 5000.00000 3400.00| 5000.00000 3400.00| 5000.00000 3400.00 TEMPORARY SEEDING | | | 0057 L020.00 722.000 SY | 2.00000 1444.00| 2.00000 1444.00| 2.10000 1516.20 EROSION CONTROL | | | 0058 L022.11 717.000 LF | 3.00000 2151.00| 3.00000 2151.00| 3.10000 2222.70 FABRIC SILT FENCE-LOW POROSITY | | | 0059 L032.80 1.200 TON | 1400.00000 1680.00| 1400.00000 1680.00| 1500.00000 1800.00 HYDROMULCH | | | SECTION TOTALS | $ 618,260.30| $ 649,488.84| $ 668,013.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 618,260.30| $ 649,488.84| $ 668,013.50 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -7 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0810 |( 5 ) 1809 |( 6 ) 0774 |ELK HORN CONSTRUCTION CO. |CAPITAL CONTRACTORS, INC. |DIXON 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. 254+82.00 2-24' & 1-32' PRESTRESSESD IT300 BRIDGE | | | 0001 0001.08 2267.000 BDAY| 0.50000 1133.50| 0.50000 1133.50| 0.50000 1133.50 BARRICADE, TYPE II | | | 0002 0001.10 1118.000 BDAY| 2.50000 2795.00| 2.50000 2795.00| 2.50000 2795.00 BARRICADE, TYPE III | | | 0003 0001.90 3944.000 EACH| 1.00000 3944.00| 1.00000 3944.00| 1.00000 3944.00 SIGN DAY | | | 0004 0001.99 532.000 EACH| 1.50000 798.00| 1.50000 798.00| 1.50000 798.00 CONTRACTOR FURNISHED SIGN DAY | | | 0005 0002.30 850.000 LF | 0.50000 425.00| 0.50000 425.00| 0.50000 425.00 PAVEMENT MARKING REMOVAL | | | 0006 0002.39 6650.000 LF | 0.70000 4655.00| 0.70000 4655.00| 0.70000 4655.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0007 0002.47 2400.000 LF | 0.80000 1920.00| 0.80000 1920.00| 0.80000 1920.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0008 0003.10 15.000 DAY | 200.00000 3000.00| 200.00000 3000.00| 150.00000 2250.00 FLAGGING | | | 0009 0010.04 1.000 EACH| 2000.00000 2000.00| 6000.00000 6000.00| 1500.00000 1500.00 FIELD OFFICE | | | 0010 0030.60 LUMP| 60000.00000 60000.00| 60000.52000 60000.52| 55000.00000 55000.00 MOBILIZATION | | | 0011 1009.00 LUMP| 2583.74000 2583.74| 2583.74000 2583.74| 750.00000 750.00 GENERAL CLEARING AND GRUBBING | | | 0012 1010.01 3750.000 CY | 2.65000 9937.50| 2.65000 9937.50| 3.00000 11250.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0013 1030.00 3383.000 CY | 4.27000 14445.41| 4.27000 14445.41| 4.00000 13532.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0014 1043.50 290.000 SY | 2.00000 580.00| 2.50000 725.00| 3.00000 870.00 RIPRAP FILTER FABRIC | | | 0015 1101.00 488.000 SY | 3.46000 1688.48| 3.46000 1688.48| 4.50000 2196.00 REMOVE PAVEMENT | | | 0016 1102.00 3008.000 SY | 3.79000 11400.32| 3.79000 11400.32| 4.00000 12032.00 REMOVE ASPHALT SURFACE | | | 0017 1143.00 40.000 LF | 5.25000 210.00| 5.25000 210.00| 10.00000 400.00 REMOVE DRIVEWAY CULVERT PIPE | | | 0018 1405.00 40.000 LF | 7.87000 314.80| 7.87000 314.80| 20.00000 800.00 RELAYING DRIVEWAY CULVERT PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -8 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0810 |( 5 ) 1809 |( 6 ) 0774 |ELK HORN CONSTRUCTION CO. |CAPITAL CONTRACTORS, INC. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 3050.15 192.500 CY | 180.00000 34650.00| 190.00000 36575.00| 200.00000 38500.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0020 3051.10 19894.000 LB | 0.55000 10941.70| 0.75000 14920.50| 0.60000 11936.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0021 4050.01 319.000 CY | 5.00000 1595.00| 22.00000 7018.00| 5.00000 1595.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0022 4350.60 400.000 LF | 31.73000 12692.00| 31.73000 12692.00| 100.00000 40000.00 60" CORRUGATED METAL PIPE | | | 0023 6000.10 42.000 LS | 4000.00000 4000.00| 3280.00000 3280.00| 7500.00000 7500.00 ABUTMENT NO.1 EXCAVATION | | | 0024 6000.11 42.000 LS | 4000.00000 4000.00| 3280.00000 3280.00| 7500.00000 7500.00 ABUTMENT NO.2 EXCAVATION | | | 0025 6001.00 32.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 10000.00000 10000.00 BENT NO.1 EXCAVATION | | | 0026 6001.01 32.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 10000.00000 10000.00 BENT NO.2 EXCAVATION | | | 0027 6010.22 191.900 CY | 400.00000 76760.00| 282.00000 54115.80| 300.00000 57570.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0028 6010.26 92.700 CY | 400.00000 37080.00| 297.00000 27531.90| 300.00000 27810.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0029 6011.11 66.600 LS | 75000.00000 75000.00| 77000.00000 77000.00| 75000.00000 75000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 254+82 | | | 0030 6040.00 1.000 EACH| 20000.00000 20000.00| 30000.00000 30000.00| 30000.00000 30000.00 REMOVE STRUCTURE AT STA. 254+81.70 | | | 0031 6080.00 4420.000 LB | 2.00000 8840.00| 1.75000 7735.00| 2.50000 11050.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6081.00 102.000 LB | 3.00000 306.00| 3.00000 306.00| 10.00000 1020.00 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0033 6104.00 230.000 TON | 15.00000 3450.00| 35.00000 8050.00| 15.00000 3450.00 BROKEN CONCRETE RIPRAP | | | 0034 6105.02 120.000 TON | 30.00000 3600.00| 35.00000 4200.00| 30.00000 3600.00 ROCK RIPRAP, TYPE B | | | 0035 6131.50 50168.000 LB | 0.55000 27592.40| 0.75000 37626.00| 0.55000 27592.40 EPOXY COATED REINFORCING STEEL | | | 0036 6210.14 2455.000 LF | 19.00000 46645.00| 16.00000 39280.00| 16.00000 39280.00 HP 12"X53# STEEL PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -9 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0810 |( 5 ) 1809 |( 6 ) 0774 |ELK HORN CONSTRUCTION CO. |CAPITAL CONTRACTORS, INC. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 6310.00 3840.000 SF | 11.00000 42240.00| 11.00000 42240.00| 10.00000 38400.00 STEEL SHEET PILING | | | 0038 7011.20 87.500 LF | 15.00000 1312.50| 15.00000 1312.50| 12.00000 1050.00 W-BEAM GUARDRAIL | | | 0039 7017.00 376.000 LF | 2.22000 834.72| 2.00000 752.00| 2.00000 752.00 REMOVE GUARDRAIL | | | 0040 7020.00 4.000 EACH| 1700.00000 6800.00| 1800.00000 7200.00| 1600.00000 6400.00 BRIDGE APPROACH SECTIONS | | | 0041 7024.27 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| 1450.00000 5800.00 GUARDRAIL END TREATMENT, TYPE II | | | 0042 7502.04 2300.000 LF | 2.60000 5980.00| 2.60000 5980.00| 2.60000 5980.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0043 7503.04 300.000 LF | 2.70000 810.00| 2.70000 810.00| 2.70000 810.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0044 8091.00 320.000 CY | 20.00000 6400.00| 22.50000 7200.00| 30.00000 9600.00 GRANULAR BACKFILL | | | 0045 9005.45 1290.000 TON | 48.65000 62758.50| 48.65000 62758.50| 50.00000 64500.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0046 9021.08 69.660 TON | 201.50000 14036.49| 201.50000 14036.49| 220.00000 15325.20 PERFORMANCE GRADED BINDER (64-28) | | | 0047 9053.00 300.000 GAL | 1.00000 300.00| 1.00000 300.00| 2.70000 810.00 TACK COAT | | | 0048 9110.01 10.000 HOUR| 90.00000 900.00| 66.35000 663.50| 70.00000 700.00 RENTAL OF LOADER, FULLY OPERATED | | | 0049 9110.03 10.000 HOUR| 50.00000 500.00| 54.46000 544.60| 50.00000 500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0050 9110.06 10.000 HOUR| 100.00000 1000.00| 93.26000 932.60| 70.00000 700.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0051 9110.07 10.000 HOUR| 55.00000 550.00| 40.16000 401.60| 40.00000 400.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0052 9111.00 20.000 MGAL| 10.45000 209.00| 10.43000 208.60| 15.00000 300.00 WATER | | | 0053 9170.00 20.960 STA | 95.15000 1994.34| 95.15000 1994.34| 72.20000 1513.31 EARTH SHOULDER CONSTRUCTION | | | 0054 9173.20 3007.000 SY | 0.98000 2946.86| 0.98000 2946.86| 1.95000 5863.65 SUBGRADE PREPARATION | | | 0055 9188.50 214.000 SY | 41.00000 8774.00| 41.00000 8774.00| 32.25000 6901.50 SURFACING UNDER GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -10 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0810 |( 5 ) 1809 |( 6 ) 0774 |ELK HORN CONSTRUCTION CO. |CAPITAL CONTRACTORS, INC. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 L006.50 0.680 ACRE| 1000.00000 680.00| 3570.00000 2427.60| 5000.00000 3400.00 TEMPORARY SEEDING | | | 0057 L020.00 722.000 SY | 3.00000 2166.00| 2.48000 1790.56| 2.00000 1444.00 EROSION CONTROL | | | 0058 L022.11 717.000 LF | 4.00000 2868.00| 4.60000 3298.20| 3.00000 2151.00 FABRIC SILT FENCE-LOW POROSITY | | | 0059 L032.80 1.200 TON | 3000.00000 3600.00| 1600.00000 1920.00| 1400.00000 1680.00 HYDROMULCH | | | SECTION TOTALS | $ 674,643.26| $ 678,678.42| $ 694,634.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 674,643.26| $ 678,678.42| $ 694,634.96 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -11 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 1416 |( 8 ) 0137 |( ) |LUXA CONSTRUCTION COMPANY, |JUDDS BROS. 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. 254+82.00 2-24' & 1-32' PRESTRESSESD IT300 BRIDGE | | | 0001 0001.08 2267.000 BDAY| 0.50000 1133.50| 0.50000 1133.50| BARRICADE, TYPE II | | | 0002 0001.10 1118.000 BDAY| 2.50000 2795.00| 2.50000 2795.00| BARRICADE, TYPE III | | | 0003 0001.90 3944.000 EACH| 1.00000 3944.00| 1.00000 3944.00| SIGN DAY | | | 0004 0001.99 532.000 EACH| 1.50000 798.00| 1.50000 798.00| CONTRACTOR FURNISHED SIGN DAY | | | 0005 0002.30 850.000 LF | 0.50000 425.00| 0.50000 425.00| PAVEMENT MARKING REMOVAL | | | 0006 0002.39 6650.000 LF | 0.70000 4655.00| 0.70000 4655.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0007 0002.47 2400.000 LF | 0.80000 1920.00| 0.80000 1920.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0008 0003.10 15.000 DAY | 379.88000 5698.20| 200.00000 3000.00| FLAGGING | | | 0009 0010.04 1.000 EACH| 5129.74000 5129.74| 2500.00000 2500.00| FIELD OFFICE | | | 0010 0030.60 LUMP| 55497.25000 55497.25| 81000.00000 81000.00| MOBILIZATION | | | 0011 1009.00 LUMP| 4122.66000 4122.66| 2900.00000 2900.00| GENERAL CLEARING AND GRUBBING | | | 0012 1010.01 3750.000 CY | 2.65000 9937.50| 2.65000 9937.50| EXCAVATION (ESTABLISHED QUANTITY) | | | 0013 1030.00 3383.000 CY | 4.27000 14445.41| 4.30000 14546.90| EARTHWORK MEASURED IN EMBANKMENT | | | 0014 1043.50 290.000 SY | 2.00000 580.00| 3.00000 870.00| RIPRAP FILTER FABRIC | | | 0015 1101.00 488.000 SY | 3.46000 1688.48| 3.50000 1708.00| REMOVE PAVEMENT | | | 0016 1102.00 3008.000 SY | 3.79000 11400.32| 3.80000 11430.40| REMOVE ASPHALT SURFACE | | | 0017 1143.00 40.000 LF | 5.25000 210.00| 5.25000 210.00| REMOVE DRIVEWAY CULVERT PIPE | | | 0018 1405.00 40.000 LF | 7.87000 314.80| 8.00000 320.00| RELAYING DRIVEWAY CULVERT PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -12 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 1416 |( 8 ) 0137 |( ) |LUXA CONSTRUCTION COMPANY, |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 3050.15 192.500 CY | 203.43000 39160.28| 195.00000 37537.50| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0020 3051.10 19894.000 LB | 0.73000 14522.62| 0.80000 15915.20| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0021 4050.01 319.000 CY | 5.36000 1709.84| 5.00000 1595.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0022 4350.60 400.000 LF | 31.73000 12692.00| 3.75000 1500.00| 60" CORRUGATED METAL PIPE | | | 0023 6000.10 42.000 LS | 2408.25000 2408.25| 4000.00000 4000.00| ABUTMENT NO.1 EXCAVATION | | | 0024 6000.11 42.000 LS | 2408.25000 2408.25| 4000.00000 4000.00| ABUTMENT NO.2 EXCAVATION | | | 0025 6001.00 32.000 LS | 2408.25000 2408.25| 26500.00000 26500.00| BENT NO.1 EXCAVATION | | | 0026 6001.01 32.000 LS | 2408.25000 2408.25| 26500.00000 26500.00| BENT NO.2 EXCAVATION | | | 0027 6010.22 191.900 CY | 407.52000 78203.09| 500.00000 95950.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0028 6010.26 92.700 CY | 644.83000 59775.74| 825.00000 76477.50| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0029 6011.11 66.600 LS | 58364.52000 58364.52| 66000.00000 66000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 254+82 | | | 0030 6040.00 1.000 EACH| 19289.84000 19289.84| 10000.00000 10000.00| REMOVE STRUCTURE AT STA. 254+81.70 | | | 0031 6080.00 4420.000 LB | 3.86000 17061.20| 1.35000 5967.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6081.00 102.000 LB | 26.48000 2700.96| 6.50000 663.00| STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0033 6104.00 230.000 TON | 16.59000 3815.70| 20.00000 4600.00| BROKEN CONCRETE RIPRAP | | | 0034 6105.02 120.000 TON | 48.50000 5820.00| 42.00000 5040.00| ROCK RIPRAP, TYPE B | | | 0035 6131.50 50168.000 LB | 0.69000 34615.92| 0.50000 25084.00| EPOXY COATED REINFORCING STEEL | | | 0036 6210.14 2455.000 LF | 25.68000 63044.40| 16.00000 39280.00| HP 12"X53# STEEL PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -13 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 1416 |( 8 ) 0137 |( ) |LUXA CONSTRUCTION COMPANY, |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 6310.00 3840.000 SF | 18.18000 69811.20| 10.00000 38400.00| STEEL SHEET PILING | | | 0038 7011.20 87.500 LF | 14.81000 1295.88| 14.00000 1225.00| W-BEAM GUARDRAIL | | | 0039 7017.00 376.000 LF | 2.22000 834.72| 2.50000 940.00| REMOVE GUARDRAIL | | | 0040 7020.00 4.000 EACH| 1852.00000 7408.00| 1600.00000 6400.00| BRIDGE APPROACH SECTIONS | | | 0041 7024.27 4.000 EACH| 1422.00000 5688.00| 1450.00000 5800.00| GUARDRAIL END TREATMENT, TYPE II | | | 0042 7502.04 2300.000 LF | 2.60000 5980.00| 2.60000 5980.00| 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0043 7503.04 300.000 LF | 2.70000 810.00| 2.70000 810.00| 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0044 8091.00 320.000 CY | 45.79000 14652.80| 30.00000 9600.00| GRANULAR BACKFILL | | | 0045 9005.45 1290.000 TON | 50.00000 64500.00| 49.00000 63210.00| ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0046 9021.08 69.660 TON | 220.00000 15325.20| 202.00000 14071.32| PERFORMANCE GRADED BINDER (64-28) | | | 0047 9053.00 300.000 GAL | 2.70000 810.00| 2.00000 600.00| TACK COAT | | | 0048 9110.01 10.000 HOUR| 100.61000 1006.10| 70.00000 700.00| RENTAL OF LOADER, FULLY OPERATED | | | 0049 9110.03 10.000 HOUR| 77.58000 775.80| 55.00000 550.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0050 9110.06 10.000 HOUR| 72.11000 721.10| 95.00000 950.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0051 9110.07 10.000 HOUR| 72.11000 721.10| 40.00000 400.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0052 9111.00 20.000 MGAL| 10.43000 208.60| 10.50000 210.00| WATER | | | 0053 9170.00 20.960 STA | 95.15000 1994.34| 96.00000 2012.16| EARTH SHOULDER CONSTRUCTION | | | 0054 9173.20 3007.000 SY | 0.98000 2946.86| 1.00000 3007.00| SUBGRADE PREPARATION | | | 0055 9188.50 214.000 SY | 32.25000 6901.50| 41.00000 8774.00| SURFACING UNDER GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F10 -14 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3377 COUNTIES : DIXON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 7 ) 1416 |( 8 ) 0137 |( ) |LUXA CONSTRUCTION COMPANY, |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 L006.50 0.680 ACRE| 5000.00000 3400.00| 5000.00000 3400.00| TEMPORARY SEEDING | | | 0057 L020.00 722.000 SY | 2.00000 1444.00| 2.00000 1444.00| EROSION CONTROL | | | 0058 L022.11 717.000 LF | 3.00000 2151.00| 3.00000 2151.00| FABRIC SILT FENCE-LOW POROSITY | | | 0059 L032.80 1.200 TON | 1400.00000 1680.00| 1400.00000 1680.00| HYDROMULCH | | | SECTION TOTALS | $ 756,170.17| $ 763,016.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 756,170.17| $ 763,016.98| $ ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
Contact Construction Divison regarding web content/problems/suggestions.