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Last Updated:
03/05/2004
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March 4, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : 2 VENDOR RANKING CALL ORDER : F12 CONTRACT ID : 3509 COUNTIES : PIERCE LETTING DATE : 03/04/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : STPD-98-5(105) N-98, PIERCE EAST. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 1742 LETTING IS LIMITED TO $535,000.00. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1742 HERBST CONSTRUCTION, INC. $ 354,676.70 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 363,579.90 102.5102% 3 0810 ELK HORN CONSTRUCTION CO. $ 397,497.42 112.0732% 4 0774 DIXON CONSTRUCTION CO. $ 397,665.45 112.1205% NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F12 -3 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3509 COUNTIES : PIERCE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0880 |( 3 ) 0810 |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., 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. 105+53.6 2-24' & 1-32' SPANS, CONCRETE SLAB BRIDGE | | | 0001 0030.60 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 33000.00000 33000.00 MOBILIZATION | | | 0002 1010.01 320.000 CY | 6.00000 1920.00| 4.00000 1280.00| 5.00000 1600.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0003 1043.50 53.200 SY | 2.50000 133.00| 2.00000 106.40| 3.00000 159.60 RIPRAP FILTER FABRIC | | | 0004 1102.00 319.000 SY | 8.00000 2552.00| 7.00000 2233.00| 5.00000 1595.00 REMOVE ASPHALT SURFACE | | | 0005 3050.15 160.900 CY | 200.00000 32180.00| 220.00000 35398.00| 200.00000 32180.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0006 3051.10 18481.000 LB | 0.60000 11088.60| 0.50000 9240.50| 0.64000 11827.84 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0007 6000.10 27.000 LS | 3500.00000 3500.00| 3000.00000 3000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0008 6000.11 27.000 LS | 3500.00000 3500.00| 3000.00000 3000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0009 6001.50 45.000 LS | 4000.00000 4000.00| 7000.00000 7000.00| 5000.00000 5000.00 BENT NO.1 EXCAVATION | | | 0010 6001.51 45.000 LS | 4000.00000 4000.00| 7000.00000 7000.00| 5000.00000 5000.00 BENT NO.2 EXCAVATION | | | 0011 6010.22 108.800 CY | 280.00000 30464.00| 320.00000 34816.00| 450.00000 48960.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0012 6010.26 147.100 CY | 280.00000 41188.00| 210.00000 30891.00| 400.00000 58840.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0013 6040.00 1.000 EACH| 16500.00000 16500.00| 25000.00000 25000.00| 18000.00000 18000.00 REMOVE STRUCTURE AT STA. 105+54.37 | | | 0014 6080.00 2285.000 LB | 3.00000 6855.00| 2.00000 4570.00| 2.50000 5712.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0015 6104.00 111.000 TON | 15.00000 1665.00| 10.00000 1110.00| 15.00000 1665.00 BROKEN CONCRETE RIPRAP | | | 0016 6105.02 22.000 TON | 50.00000 1100.00| 32.00000 704.00| 35.00000 770.00 ROCK RIPRAP, TYPE B | | | 0017 6131.50 52352.000 LB | 0.60000 31411.20| 0.50000 26176.00| 0.64000 33505.28 EPOXY COATED REINFORCING STEEL | | | 0018 6210.50 1530.000 LF | 32.00000 48960.00| 32.00000 48960.00| 31.50000 48195.00 PIPE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F12 -4 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3509 COUNTIES : PIERCE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0880 |( 3 ) 0810 |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6310.00 2610.000 SF | 16.00000 41760.00| 18.00000 46980.00| 17.00000 44370.00 STEEL SHEET PILING | | | 0020 8091.00 125.300 CY | 28.00000 3508.40| 30.00000 3759.00| 20.00000 2506.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 311,285.20| $ 321,223.90| $ 360,886.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 7 GUARDRAIL | | | 0021 0030.70 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 1500.00000 1500.00 MOBILIZATION | | | 0022 1009.00 LUMP| 900.00000 900.00| 1000.00000 1000.00| 500.00000 500.00 GENERAL CLEARING AND GRUBBING | | | 0023 1011.00 2.000 MGAL| 8.00000 16.00| 8.00000 16.00| 8.00000 16.00 WATER | | | 0024 1030.00 115.000 CY | 7.00000 805.00| 30.00000 3450.00| 10.00000 1150.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0025 7011.20 25.000 LF | 14.00000 350.00| 15.00000 375.00| 15.00000 375.00 W-BEAM GUARDRAIL | | | 0026 7017.00 268.000 LF | 2.00000 536.00| 3.00000 804.00| 2.00000 536.00 REMOVE GUARDRAIL | | | 0027 7020.00 4.000 EACH| 1700.00000 6800.00| 2000.00000 8000.00| 1950.00000 7800.00 BRIDGE APPROACH SECTIONS | | | 0028 7024.27 4.000 EACH| 1550.00000 6200.00| 1500.00000 6000.00| 1500.00000 6000.00 GUARDRAIL END TREATMENT, TYPE II | | | 0029 9110.01 5.000 HOUR| 65.00000 325.00| 50.00000 250.00| 60.00000 300.00 RENTAL OF LOADER, FULLY OPERATED | | | 0030 9110.03 5.000 HOUR| 50.00000 250.00| 40.00000 200.00| 60.00000 300.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0031 9110.06 5.000 HOUR| 60.00000 300.00| 60.00000 300.00| 90.00000 450.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0032 9110.07 5.000 HOUR| 45.00000 225.00| 40.00000 200.00| 50.00000 250.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0033 9188.50 226.000 SY | 60.00000 13560.00| 48.00000 10848.00| 40.00000 9040.00 SURFACING UNDER GUARDRAIL | | | 0034 L020.00 340.000 SY | 3.40000 1156.00| 3.50000 1190.00| 2.00000 680.00 EROSION CONTROL | | | 0035 L022.11 196.000 LF | 4.50000 882.00| 4.60000 901.60| 6.00000 1176.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 35,305.00| $ 35,534.60| $ 30,073.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F12 -5 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3509 COUNTIES : PIERCE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0880 |( 3 ) 0810 |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 0001.10 1534.000 BDAY| 1.25000 1917.50| 1.10000 1687.40| 1.00000 1534.00 BARRICADE, TYPE III | | | 0037 0001.90 2124.000 EACH| 0.75000 1593.00| 0.60000 1274.40| 0.55000 1168.20 SIGN DAY | | | 0038 0001.99 236.000 EACH| 1.00000 236.00| 1.10000 259.60| 1.00000 236.00 CONTRACTOR FURNISHED SIGN DAY | | | 0039 0010.04 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 1500.00000 1500.00 FIELD OFFICE | | | 0040 0030.00 LUMP| 800.00000 800.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION | | | 0041 L022.75 200.000 LF | 5.20000 1040.00| 5.50000 1100.00| 8.00000 1600.00 TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 8,086.50| $ 6,821.40| $ 6,538.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 354,676.70| $ 363,579.90| $ 397,497.42 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F12 -6 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3509 COUNTIES : PIERCE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0774 |( ) |( ) |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. 105+53.6 2-24' & 1-32' SPANS, CONCRETE SLAB BRIDGE | | | 0001 0030.60 LUMP| 35000.00000 35000.00| | MOBILIZATION | | | 0002 1010.01 320.000 CY | 4.00000 1280.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0003 1043.50 53.200 SY | 2.50000 133.00| | RIPRAP FILTER FABRIC | | | 0004 1102.00 319.000 SY | 10.00000 3190.00| | REMOVE ASPHALT SURFACE | | | 0005 3050.15 160.900 CY | 220.00000 35398.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0006 3051.10 18481.000 LB | 0.65000 12012.65| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0007 6000.10 27.000 LS | 5000.00000 5000.00| | ABUTMENT NO.1 EXCAVATION | | | 0008 6000.11 27.000 LS | 5000.00000 5000.00| | ABUTMENT NO.2 EXCAVATION | | | 0009 6001.50 45.000 LS | 7000.00000 7000.00| | BENT NO.1 EXCAVATION | | | 0010 6001.51 45.000 LS | 7000.00000 7000.00| | BENT NO.2 EXCAVATION | | | 0011 6010.22 108.800 CY | 325.00000 35360.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0012 6010.26 147.100 CY | 325.00000 47807.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0013 6040.00 1.000 EACH| 22000.00000 22000.00| | REMOVE STRUCTURE AT STA. 105+54.37 | | | 0014 6080.00 2285.000 LB | 3.00000 6855.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0015 6104.00 111.000 TON | 20.00000 2220.00| | BROKEN CONCRETE RIPRAP | | | 0016 6105.02 22.000 TON | 35.00000 770.00| | ROCK RIPRAP, TYPE B | | | 0017 6131.50 52352.000 LB | 0.65000 34028.80| | EPOXY COATED REINFORCING STEEL | | | 0018 6210.50 1530.000 LF | 32.00000 48960.00| | PIPE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F12 -7 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3509 COUNTIES : PIERCE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0774 |( ) |( ) |DIXON CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6310.00 2610.000 SF | 14.00000 36540.00| | STEEL SHEET PILING | | | 0020 8091.00 125.300 CY | 40.00000 5012.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 350,566.95| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 7 GUARDRAIL | | | 0021 0030.70 LUMP| 2500.00000 2500.00| | MOBILIZATION | | | 0022 1009.00 LUMP| 500.00000 500.00| | GENERAL CLEARING AND GRUBBING | | | 0023 1011.00 2.000 MGAL| 8.00000 16.00| | WATER | | | 0024 1030.00 115.000 CY | 10.00000 1150.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0025 7011.20 25.000 LF | 17.00000 425.00| | W-BEAM GUARDRAIL | | | 0026 7017.00 268.000 LF | 3.00000 804.00| | REMOVE GUARDRAIL | | | 0027 7020.00 4.000 EACH| 2250.00000 9000.00| | BRIDGE APPROACH SECTIONS | | | 0028 7024.27 4.000 EACH| 2000.00000 8000.00| | GUARDRAIL END TREATMENT, TYPE II | | | 0029 9110.01 5.000 HOUR| 70.00000 350.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0030 9110.03 5.000 HOUR| 65.00000 325.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0031 9110.06 5.000 HOUR| 65.00000 325.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0032 9110.07 5.000 HOUR| 55.00000 275.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0033 9188.50 226.000 SY | 60.00000 13560.00| | SURFACING UNDER GUARDRAIL | | | 0034 L020.00 340.000 SY | 5.00000 1700.00| | EROSION CONTROL | | | 0035 L022.11 196.000 LF | 4.50000 882.00| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 39,812.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F12 -8 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 3509 COUNTIES : PIERCE LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0774 |( ) |( ) |DIXON CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 0001.10 1534.000 BDAY| 1.25000 1917.50| | BARRICADE, TYPE III | | | 0037 0001.90 2124.000 EACH| 0.75000 1593.00| | SIGN DAY | | | 0038 0001.99 236.000 EACH| 1.00000 236.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0039 0010.04 1.000 EACH| 1500.00000 1500.00| | FIELD OFFICE | | | 0040 0030.00 LUMP| 1000.00000 1000.00| | MOBILIZATION | | | 0041 L022.75 200.000 LF | 5.20000 1040.00| | TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 7,286.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 397,665.45| $ 0.00| $ ====================================================================================================================================
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