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Last Updated:
10/10/2003
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October 9, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : 2 VENDOR RANKING CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7059(14) ON A COUNTY ROAD NORTHWEST OF NEWMAN GROVE -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0013 THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1742 HERBST CONSTRUCTION, INC. $ 400,312.93 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 430,089.93 107.4384% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 438,500.83 109.5395% 4 0880 CHRISTENSEN BROS., INC. $ 447,534.90 111.7963% 5 0774 DIXON CONSTRUCTION CO. $ 479,653.40 119.8196% 6 0805 A. M. COHRON & SON, INC. $ 485,073.81 121.1737% 7 0013 THE DIAMOND ENGINEERING COMPANY $ 519,899.03 129.8732% NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -3 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0810 |( 3 ) 0462 |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 1000.00000 1000.00| 350.00000 350.00| 350.00000 350.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 60.00000 60.00| 60.00000 60.00| 60.00000 60.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1050.00000 1050.00| 1050.00000 1050.00| 1050.00000 1050.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 21.000 MGAL| 8.00000 168.00| 8.00000 168.00| 8.00000 168.00 WATER | | | 0005 1030.00 7461.000 CY | 1.89000 14101.29| 1.89000 14101.29| 1.89000 14101.29 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 32.000 LF | 9.80000 313.60| 9.80000 313.60| 9.80000 313.60 24" DRIVEWAY CULVERT PIPE | | | 0007 1300.36 42.000 LF | 18.90000 793.80| 18.90000 793.80| 18.90000 793.80 36" DRIVEWAY CULVERT PIPE | | | 0008 2010.00 287.000 CY | 28.17000 8084.79| 28.17000 8084.79| 28.17000 8084.79 CRUSHED ROCK SURFACE COURSE | | | 0009 4050.01 243.000 CY | 2.00000 486.00| 2.00000 486.00| 2.00000 486.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4300.36 134.000 LF | 22.85000 3061.90| 22.85000 3061.90| 22.85000 3061.90 36" CULVERT PIPE | | | 0011 4310.36 1.000 EACH| 376.05000 376.05| 376.05000 376.05| 376.05000 376.05 36" FLARED-END SECTION | | | 0012 L006.00 4.000 ACRE| 200.00000 800.00| 200.00000 800.00| 200.00000 800.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 30,295.43| $ 29,645.43| $ 29,645.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 31+65 2-42' & 1-56' SPANS, CONCRETE SLAB BRIDGE | | | 0013 0030.60 LUMP| 12500.00000 12500.00| 35000.00000 35000.00| 22240.00000 22240.00 MOBILIZATION | | | 0014 1043.50 1125.000 SY | 2.50000 2812.50| 2.00000 2250.00| 2.00000 2250.00 RIPRAP FILTER FABRIC | | | 0015 6000.10 40.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 3000.00000 3000.00 ABUTMENT NO.1 EXCAVATION | | | 0016 6000.11 40.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 3000.00000 3000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -4 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0810 |( 3 ) 0462 |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6001.50 70.000 LS | 3000.00000 3000.00| 6000.00000 6000.00| 6000.00000 6000.00 BENT NO.1 EXCAVATION | | | 0018 6001.51 70.000 LS | 4000.00000 4000.00| 6000.00000 6000.00| 6000.00000 6000.00 BENT NO.2 EXCAVATION | | | 0019 6010.22 230.000 CY | 280.00000 64400.00| 275.00000 63250.00| 290.00000 66700.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0020 6010.26 301.800 CY | 260.00000 78468.00| 275.00000 82995.00| 275.00000 82995.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0021 6020.00 68220.000 LB | 0.45000 30699.00| 0.45000 30699.00| 0.55000 37521.00 REINFORCING STEEL FOR BRIDGE | | | 0022 6040.00 1.000 EACH| 10500.00000 10500.00| 15000.00000 15000.00| 8000.00000 8000.00 REMOVE STRUCTURE AT STA. 31+49 | | | 0023 6080.00 2610.000 LB | 2.00000 5220.00| 2.00000 5220.00| 2.50000 6525.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0024 6105.02 868.000 TON | 29.00000 25172.00| 28.00000 24304.00| 33.00000 28644.00 ROCK RIPRAP, TYPE B | | | 0025 6210.50 3110.000 LF | 23.00000 71530.00| 22.00000 68420.00| 25.00000 77750.00 PIPE PILING | | | 0026 6310.00 3800.000 SF | 11.00000 41800.00| 10.50000 39900.00| 11.50000 43700.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 357,101.50| $ 387,038.00| $ 394,325.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0027 0030.70 LUMP| 300.00000 300.00| 500.00000 500.00| 50.00000 50.00 MOBILIZATION | | | 0028 7020.00 4.000 EACH| 1125.00000 4500.00| 1140.50000 4562.00| 1150.00000 4600.00 BRIDGE APPROACH SECTIONS | | | 0029 7021.47 4.000 EACH| 1125.00000 4500.00| 1150.50000 4602.00| 950.00000 3800.00 MELT | | | SECTION TOTALS | $ 9,300.00| $ 9,664.00| $ 8,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0030 0001.10 1530.000 BDAY| 1.20000 1836.00| 1.25000 1912.50| 2.00000 3060.00 BARRICADE, TYPE III | | | 0031 0001.90 1224.000 EACH| 0.50000 612.00| 0.50000 612.00| 1.20000 1468.80 SIGN DAY | | | 0032 0001.99 918.000 EACH| 1.00000 918.00| 1.00000 918.00| 1.20000 1101.60 CONTRACTOR FURNISHED SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -5 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0810 |( 3 ) 0462 |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.00 LUMP| 250.00000 250.00| 300.00000 300.00| 450.00000 450.00 MOBILIZATION | | | SECTION TOTALS | $ 3,616.00| $ 3,742.50| $ 6,080.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 400,312.93| $ 430,089.93| $ 438,500.83 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -6 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0774 |( 6 ) 0805 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 350.00000 350.00| 2000.00000 2000.00| 4350.00000 4350.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 60.00000 60.00| 100.00000 100.00| 500.00000 500.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 3500.00000 3500.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 21.000 MGAL| 8.00000 168.00| 8.00000 168.00| 8.00000 168.00 WATER | | | 0005 1030.00 7461.000 CY | 1.90000 14175.90| 3.00000 22383.00| 3.80000 28351.80 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 32.000 LF | 10.00000 320.00| 20.00000 640.00| 18.00000 576.00 24" DRIVEWAY CULVERT PIPE | | | 0007 1300.36 42.000 LF | 19.00000 798.00| 30.00000 1260.00| 27.00000 1134.00 36" DRIVEWAY CULVERT PIPE | | | 0008 2010.00 287.000 CY | 29.00000 8323.00| 30.00000 8610.00| 27.98000 8030.26 CRUSHED ROCK SURFACE COURSE | | | 0009 4050.01 243.000 CY | 2.00000 486.00| 5.00000 1215.00| 5.00000 1215.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4300.36 134.000 LF | 23.00000 3082.00| 30.00000 4020.00| 28.00000 3752.00 36" CULVERT PIPE | | | 0011 4310.36 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 320.00000 320.00 36" FLARED-END SECTION | | | 0012 L006.00 4.000 ACRE| 200.00000 800.00| 250.00000 1000.00| 400.00000 1600.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 30,962.90| $ 43,296.00| $ 53,497.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 31+65 2-42' & 1-56' SPANS, CONCRETE SLAB BRIDGE | | | 0013 0030.60 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| 32000.00000 32000.00 MOBILIZATION | | | 0014 1043.50 1125.000 SY | 2.00000 2250.00| 2.00000 2250.00| 2.00000 2250.00 RIPRAP FILTER FABRIC | | | 0015 6000.10 40.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0016 6000.11 40.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -7 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0774 |( 6 ) 0805 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6001.50 70.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 10000.00000 10000.00 BENT NO.1 EXCAVATION | | | 0018 6001.51 70.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 10000.00000 10000.00 BENT NO.2 EXCAVATION | | | 0019 6010.22 230.000 CY | 250.00000 57500.00| 300.00000 69000.00| 300.00000 69000.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0020 6010.26 301.800 CY | 210.00000 63378.00| 280.00000 84504.00| 310.00000 93558.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0021 6020.00 68220.000 LB | 0.50000 34110.00| 0.52000 35474.40| 0.60000 40932.00 REINFORCING STEEL FOR BRIDGE | | | 0022 6040.00 1.000 EACH| 16000.00000 16000.00| 15000.00000 15000.00| 15000.00000 15000.00 REMOVE STRUCTURE AT STA. 31+49 | | | 0023 6080.00 2610.000 LB | 2.00000 5220.00| 2.50000 6525.00| 2.00000 5220.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0024 6105.02 868.000 TON | 27.00000 23436.00| 27.00000 23436.00| 33.00000 28644.00 ROCK RIPRAP, TYPE B | | | 0025 6210.50 3110.000 LF | 20.00000 62200.00| 24.00000 74640.00| 23.00000 71530.00 PIPE PILING | | | 0026 6310.00 3800.000 SF | 13.00000 49400.00| 10.00000 38000.00| 8.75000 33250.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 403,494.00| $ 423,829.40| $ 419,384.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0027 0030.70 LUMP| 100.00000 100.00| 50.00000 50.00| 50.75000 50.75 MOBILIZATION | | | 0028 7020.00 4.000 EACH| 1200.00000 4800.00| 1150.00000 4600.00| 1167.25000 4669.00 BRIDGE APPROACH SECTIONS | | | 0029 7021.47 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 964.25000 3857.00 MELT | | | SECTION TOTALS | $ 8,700.00| $ 8,450.00| $ 8,576.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0030 0001.10 1530.000 BDAY| 1.40000 2142.00| 1.20000 1836.00| 1.20000 1836.00 BARRICADE, TYPE III | | | 0031 0001.90 1224.000 EACH| 0.60000 734.40| 1.00000 1224.00| 0.50000 612.00 SIGN DAY | | | 0032 0001.99 918.000 EACH| 1.20000 1101.60| 1.00000 918.00| 1.00000 918.00 CONTRACTOR FURNISHED SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -8 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0774 |( 6 ) 0805 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.00 LUMP| 400.00000 400.00| 100.00000 100.00| 250.00000 250.00 MOBILIZATION | | | SECTION TOTALS | $ 4,378.00| $ 4,078.00| $ 3,616.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 447,534.90| $ 479,653.40| $ 485,073.81 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -9 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 7 ) 0013 |( ) |( ) |DIAMOND ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 2000.00000 2000.00| | MOBILIZATION | | | 0002 1000.00 1.000 EACH| 60.00000 60.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1050.00000 1050.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 21.000 MGAL| 8.00000 168.00| | WATER | | | 0005 1030.00 7461.000 CY | 1.89000 14101.29| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1300.24 32.000 LF | 9.80000 313.60| | 24" DRIVEWAY CULVERT PIPE | | | 0007 1300.36 42.000 LF | 18.90000 793.80| | 36" DRIVEWAY CULVERT PIPE | | | 0008 2010.00 287.000 CY | 28.17000 8084.79| | CRUSHED ROCK SURFACE COURSE | | | 0009 4050.01 243.000 CY | 2.00000 486.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4300.36 134.000 LF | 22.85000 3061.90| | 36" CULVERT PIPE | | | 0011 4310.36 1.000 EACH| 376.05000 376.05| | 36" FLARED-END SECTION | | | 0012 L006.00 4.000 ACRE| 200.00000 800.00| | COVER CROP SEEDING | | | SECTION TOTALS | $ 31,295.43| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 31+65 2-42' & 1-56' SPANS, CONCRETE SLAB BRIDGE | | | 0013 0030.60 LUMP| 12000.00000 12000.00| | MOBILIZATION | | | 0014 1043.50 1125.000 SY | 3.00000 3375.00| | RIPRAP FILTER FABRIC | | | 0015 6000.10 40.000 LS | 2200.00000 2200.00| | ABUTMENT NO.1 EXCAVATION | | | 0016 6000.11 40.000 LS | 2200.00000 2200.00| | ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -10 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 7 ) 0013 |( ) |( ) |DIAMOND ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6001.50 70.000 LS | 7000.00000 7000.00| | BENT NO.1 EXCAVATION | | | 0018 6001.51 70.000 LS | 7000.00000 7000.00| | BENT NO.2 EXCAVATION | | | 0019 6010.22 230.000 CY | 371.00000 85330.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0020 6010.26 301.800 CY | 387.00000 116796.60| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0021 6020.00 68220.000 LB | 0.55000 37521.00| | REINFORCING STEEL FOR BRIDGE | | | 0022 6040.00 1.000 EACH| 8250.00000 8250.00| | REMOVE STRUCTURE AT STA. 31+49 | | | 0023 6080.00 2610.000 LB | 2.10000 5481.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0024 6105.02 868.000 TON | 43.00000 37324.00| | ROCK RIPRAP, TYPE B | | | 0025 6210.50 3110.000 LF | 33.00000 102630.00| | PIPE PILING | | | 0026 6310.00 3800.000 SF | 12.50000 47500.00| | STEEL SHEET PILING | | | SECTION TOTALS | $ 474,607.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0027 0030.70 LUMP| 600.00000 600.00| | MOBILIZATION | | | 0028 7020.00 4.000 EACH| 1150.00000 4600.00| | BRIDGE APPROACH SECTIONS | | | 0029 7021.47 4.000 EACH| 950.00000 3800.00| | MELT | | | SECTION TOTALS | $ 9,000.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0030 0001.10 1530.000 BDAY| 2.00000 3060.00| | BARRICADE, TYPE III | | | 0031 0001.90 1224.000 EACH| 0.75000 918.00| | SIGN DAY | | | 0032 0001.99 918.000 EACH| 1.00000 918.00| | CONTRACTOR FURNISHED SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F08 -11 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3646X COUNTIES : MADISON LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 7 ) 0013 |( ) |( ) |DIAMOND ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.00 LUMP| 100.00000 100.00| | MOBILIZATION | | | SECTION TOTALS | $ 4,996.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 519,899.03| $ 0.00| $ ====================================================================================================================================
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