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Last Updated: 10/10/2003
October 9, 2003 Contract Letting
       
NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : 2 VENDOR RANKING CALL ORDER : F09 CONTRACT ID : 3007Z COUNTIES : WAYNE LETTING DATE : 10/09/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7090(12) ON A COUNTY ROAD NORTHWEST OF WAYNE -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0810 ELK HORN CONSTRUCTION CO. $ 446,350.60 100.0000% 2 0774 DIXON CONSTRUCTION CO. $ 451,883.40 101.2396% 3 1742 HERBST CONSTRUCTION, INC. $ 458,863.90 102.8035% 4 0463 GRAVES CONSTRUCTION CO., INC. $ 469,169.40 105.1123% 5 0880 CHRISTENSEN BROS., INC. $ 487,168.40 109.1448% 6 0013 THE DIAMOND ENGINEERING COMPANY $ 589,155.30 131.9938% NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F09 -3 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3007Z COUNTIES : WAYNE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0774 |( 3 ) 1742 |ELK HORN CONSTRUCTION CO. |DIXON CONSTRUCTION CO. |HERBST CONSTRUCTION, 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. 19+35 ONE 56'-0" & TWO 42'-0" SPANS CONC SLAB BR CONTINUOUS TYPE | | | 0001 0001.10 1716.000 BDAY| 1.15000 1973.40| 1.15000 1973.40| 1.15000 1973.40 BARRICADE, TYPE III | | | 0002 0001.90 2112.000 EACH| 0.50000 1056.00| 0.50000 1056.00| 0.50000 1056.00 SIGN DAY | | | 0003 0001.99 264.000 EACH| 1.00000 264.00| 1.00000 264.00| 1.00000 264.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 45000.00000 45000.00| 35000.00000 35000.00| 30000.00000 30000.00 MOBILIZATION | | | 0005 1009.00 LUMP| 1000.00000 1000.00| 1250.00000 1250.00| 1000.00000 1000.00 GENERAL CLEARING AND GRUBBING | | | 0006 1010.01 5190.000 CY | 2.78000 14428.20| 2.50000 12975.00| 3.00000 15570.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0007 1011.00 45.000 MGAL| 8.00000 360.00| 8.00000 360.00| 8.00000 360.00 WATER | | | 0008 1043.50 1530.000 SY | 2.00000 3060.00| 3.00000 4590.00| 2.50000 3825.00 RIPRAP FILTER FABRIC | | | 0009 1300.30 42.000 LF | 23.00000 966.00| 30.00000 1260.00| 23.00000 966.00 30" DRIVEWAY CULVERT PIPE | | | 0010 1300.60 176.000 LF | 60.00000 10560.00| 75.00000 13200.00| 60.00000 10560.00 60" DRIVEWAY CULVERT PIPE | | | 0011 4050.01 775.000 CY | 4.00000 3100.00| 4.00000 3100.00| 4.00000 3100.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4100.06 5.200 CY | 500.00000 2600.00| 750.00000 3900.00| 500.00000 2600.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0013 4150.00 650.000 LB | 1.20000 780.00| 1.00000 650.00| 1.20000 780.00 REINFORCING STEEL FOR HEADWALL | | | 0014 4300.30 70.000 LF | 30.00000 2100.00| 30.00000 2100.00| 30.00000 2100.00 30" CULVERT PIPE | | | 0015 4300.60 296.000 LF | 65.00000 19240.00| 75.00000 22200.00| 65.00000 19240.00 60" CULVERT PIPE | | | 0016 4310.30 1.000 EACH| 220.00000 220.00| 300.00000 300.00| 220.00000 220.00 30" FLARED-END SECTION | | | 0017 4310.60 1.000 EACH| 600.00000 600.00| 700.00000 700.00| 600.00000 600.00 60" FLARED-END SECTION | | | 0018 6000.10 35.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F09 -4 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3007Z COUNTIES : WAYNE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0774 |( 3 ) 1742 |ELK HORN CONSTRUCTION CO. |DIXON CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.11 35.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0020 6001.00 45.000 LS | 6000.00000 6000.00| 10000.00000 10000.00| 8000.00000 8000.00 BENT NO.1 EXCAVATION | | | 0021 6001.01 45.000 LS | 6000.00000 6000.00| 10000.00000 10000.00| 8000.00000 8000.00 BENT NO.2 EXCAVATION | | | 0022 6010.22 235.900 CY | 250.00000 58975.00| 280.00000 66052.00| 275.00000 64872.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0023 6010.26 306.300 CY | 250.00000 76575.00| 250.00000 76575.00| 250.00000 76575.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0024 6020.00 67840.000 LB | 0.45000 30528.00| 0.50000 33920.00| 0.45000 30528.00 REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 15000.00000 15000.00| 15000.00000 15000.00| 12500.00000 12500.00 REMOVE STRUCTURE AT STA. 19+30 | | | 0026 6080.00 3510.000 LB | 2.00000 7020.00| 2.50000 8775.00| 2.00000 7020.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 1221.000 TON | 27.00000 32967.00| 27.00000 32967.00| 30.00000 36630.00 ROCK RIPRAP, TYPE B | | | 0028 6210.12 2660.000 LF | 16.00000 42560.00| 14.00000 37240.00| 21.00000 55860.00 HP 10"X42# STEEL PILING | | | 0029 6310.00 3744.000 SF | 10.50000 39312.00| 9.00000 33696.00| 11.00000 41184.00 STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1234.25000 4937.00| 1150.00000 4600.00| 1150.00000 4600.00 BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1244.25000 4977.00| 1000.00000 4000.00| 1175.00000 4700.00 MELT | | | 0032 L001.01 4.000 ACRE| 1028.00000 4112.00| 620.00000 2480.00| 620.00000 2480.00 SEEDING, TYPE A | | | 0033 L006.00 4.000 ACRE| 250.00000 1000.00| 200.00000 800.00| 200.00000 800.00 COVER CROP SEEDING | | | 0034 L032.75 9.000 TON | 120.00000 1080.00| 100.00000 900.00| 100.00000 900.00 MULCH | | | SECTION TOTALS | $ 446,350.60| $ 451,883.40| $ 458,863.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 446,350.60| $ 451,883.40| $ 458,863.90 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F09 -5 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3007Z COUNTIES : WAYNE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0463 |( 5 ) 0880 |( 6 ) 0013 |GRAVES CONSTRUCTION CO., IN |CHRISTENSEN BROS., INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 19+35 ONE 56'-0" & TWO 42'-0" SPANS CONC SLAB BR CONTINUOUS TYPE | | | 0001 0001.10 1716.000 BDAY| 1.15000 1973.40| 1.30000 2230.80| 2.00000 3432.00 BARRICADE, TYPE III | | | 0002 0001.90 2112.000 EACH| 0.50000 1056.00| 0.60000 1267.20| 0.85000 1795.20 SIGN DAY | | | 0003 0001.99 264.000 EACH| 1.00000 264.00| 1.10000 290.40| 1.20000 316.80 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 26000.00000 26000.00| 48000.00000 48000.00| 31000.00000 31000.00 MOBILIZATION | | | 0005 1009.00 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0006 1010.01 5190.000 CY | 2.86000 14843.40| 2.80000 14532.00| 4.50000 23355.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0007 1011.00 45.000 MGAL| 8.00000 360.00| 8.00000 360.00| 8.00000 360.00 WATER | | | 0008 1043.50 1530.000 SY | 2.00000 3060.00| 2.00000 3060.00| 3.00000 4590.00 RIPRAP FILTER FABRIC | | | 0009 1300.30 42.000 LF | 23.00000 966.00| 23.00000 966.00| 25.00000 1050.00 30" DRIVEWAY CULVERT PIPE | | | 0010 1300.60 176.000 LF | 60.00000 10560.00| 60.00000 10560.00| 76.00000 13376.00 60" DRIVEWAY CULVERT PIPE | | | 0011 4050.01 775.000 CY | 4.12000 3193.00| 4.00000 3100.00| 8.50000 6587.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4100.06 5.200 CY | 515.00000 2678.00| 500.00000 2600.00| 600.00000 3120.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0013 4150.00 650.000 LB | 1.20000 780.00| 1.20000 780.00| 1.00000 650.00 REINFORCING STEEL FOR HEADWALL | | | 0014 4300.30 70.000 LF | 30.00000 2100.00| 30.00000 2100.00| 25.00000 1750.00 30" CULVERT PIPE | | | 0015 4300.60 296.000 LF | 65.00000 19240.00| 65.00000 19240.00| 76.00000 22496.00 60" CULVERT PIPE | | | 0016 4310.30 1.000 EACH| 220.00000 220.00| 220.00000 220.00| 250.00000 250.00 30" FLARED-END SECTION | | | 0017 4310.60 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 1825.00000 1825.00 60" FLARED-END SECTION | | | 0018 6000.10 35.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 2650.00000 2650.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F09 -6 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3007Z COUNTIES : WAYNE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0463 |( 5 ) 0880 |( 6 ) 0013 |GRAVES CONSTRUCTION CO., IN |CHRISTENSEN BROS., INC. |DIAMOND ENGINEERING COMPANY/ TH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6000.11 35.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 2650.00000 2650.00 ABUTMENT NO.2 EXCAVATION | | | 0020 6001.00 45.000 LS | 7000.00000 7000.00| 14000.00000 14000.00| 8075.00000 8075.00 BENT NO.1 EXCAVATION | | | 0021 6001.01 45.000 LS | 7000.00000 7000.00| 14000.00000 14000.00| 8075.00000 8075.00 BENT NO.2 EXCAVATION | | | 0022 6010.22 235.900 CY | 300.00000 70770.00| 270.00000 63693.00| 380.00000 89642.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0023 6010.26 306.300 CY | 287.00000 87908.10| 220.00000 67386.00| 400.00000 122520.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0024 6020.00 67840.000 LB | 0.50000 33920.00| 0.50000 33920.00| 0.57000 38668.80 REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 14500.00000 14500.00| 23000.00000 23000.00| 8350.00000 8350.00 REMOVE STRUCTURE AT STA. 19+30 | | | 0026 6080.00 3510.000 LB | 2.15000 7546.50| 2.00000 7020.00| 2.40000 8424.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 1221.000 TON | 27.00000 32967.00| 27.00000 32967.00| 43.00000 52503.00 ROCK RIPRAP, TYPE B | | | 0028 6210.12 2660.000 LF | 20.00000 53200.00| 16.00000 42560.00| 25.00000 66500.00 HP 10"X42# STEEL PILING | | | 0029 6310.00 3744.000 SF | 11.00000 41184.00| 14.00000 52416.00| 12.25000 45864.00 STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1150.00000 4600.00| 1200.00000 4800.00| 1150.00000 4600.00 BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 MELT | | | 0032 L001.01 4.000 ACRE| 1295.00000 5180.00| 700.00000 2800.00| 995.00000 3980.00 SEEDING, TYPE A | | | 0033 L006.00 4.000 ACRE| 400.00000 1600.00| 200.00000 800.00| 200.00000 800.00 COVER CROP SEEDING | | | 0034 L032.75 9.000 TON | 100.00000 900.00| 100.00000 900.00| 100.00000 900.00 MULCH | | | SECTION TOTALS | $ 469,169.40| $ 487,168.40| $ 589,155.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,169.40| $ 487,168.40| $ 589,155.30 ====================================================================================================================================

 

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