| Back to Bid Tabs |
Last Updated:
11/17/2003
|
|
November 13, 2003
Contract Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F06 CONTRACT ID : 1642 COUNTIES : LANCASTER LETTING DATE : 11/13/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BR-3280(3) ON A COUNTY ROAD EAST OF SPRAGUE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 0137 ACCEPTED IN THIS LETTING IS LIMITED TO 1. 0462 THE NUMBER OF 6 CONTRACTS WHICH WILL BE ACCEPTED 0462 IN THIS LETTING IS LIMITED TO 3. 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 1742 ACCEPTED IN THIS LETTING IS LIMITED TO 3. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0810 ELK HORN CONSTRUCTION CO. $ 386,638.50 100.0000% 2 0774 DIXON CONSTRUCTION CO. $ 399,866.75 103.4213% 3 1742 HERBST CONSTRUCTION, INC. $ 399,999.24 103.4556% 4 0137 JUDDS BROS. CONSTRUCTION CO. $ 428,308.25 110.7774% 5 0880 CHRISTENSEN BROS., INC. $ 436,825.25 112.9803% 6 0462 L. J. WEBB CONTRACTOR, INC. $ 454,210.65 117.4768% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F06 -3 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 1642 COUNTIES : LANCASTER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 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. 7+20 1-48'0" & 2-36'0" SPANS CONCRETE SLAB BRIDGE-CONT TYPE | | | 0001 0001.10 1500.000 BDAY| 1.00000 1500.00| 1.00000 1500.00| 1.00000 1500.00 BARRICADE, TYPE III | | | 0002 0001.90 250.000 EACH| 1.50000 375.00| 1.50000 375.00| 1.50000 375.00 SIGN DAY | | | 0003 0001.99 2250.000 EACH| 0.60000 1350.00| 0.60000 1350.00| 0.70000 1575.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0010.04 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 2500.00000 2500.00 FIELD OFFICE | | | 0005 0030.60 LUMP| 38000.00000 38000.00| 40000.00000 40000.00| 39000.00000 39000.00 MOBILIZATION | | | 0006 1000.00 1.000 EACH| 150.00000 150.00| 100.00000 100.00| 200.00000 200.00 LARGE TREE REMOVAL | | | 0007 1009.00 LUMP| 2000.00000 2000.00| 500.00000 500.00| 670.00000 670.00 GENERAL CLEARING AND GRUBBING | | | 0008 1030.00 777.000 CY | 7.00000 5439.00| 5.49000 4265.73| 6.37000 4949.49 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1043.50 282.000 SY | 2.00000 564.00| 1.72000 485.04| 2.50000 705.00 RIPRAP FILTER FABRIC | | | 0010 1102.00 1012.000 SY | 5.00000 5060.00| 4.45000 4503.40| 5.23000 5292.76 REMOVE ASPHALT SURFACE | | | 0011 1300.24 42.000 LF | 20.00000 840.00| 21.74000 913.08| 22.58000 948.36 24" DRIVEWAY CULVERT PIPE | | | 0012 3050.15 123.100 CY | 200.00000 24620.00| 190.00000 23389.00| 210.00000 25851.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0013 3051.10 12015.000 LB | 0.56000 6728.40| 0.55000 6608.25| 0.60000 7209.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0014 6000.10 35.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 7000.00000 7000.00 ABUTMENT NO.1 EXCAVATION | | | 0015 6000.11 35.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 7000.00000 7000.00 ABUTMENT NO.2 EXCAVATION | | | 0016 6010.22 104.800 CY | 450.00000 47160.00| 350.00000 36680.00| 350.00000 36680.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0017 6010.26 240.500 CY | 320.00000 76960.00| 320.00000 76960.00| 325.00000 78162.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6040.00 1.000 EACH| 20000.00000 20000.00| 40000.00000 40000.00| 20500.00000 20500.00 REMOVE STRUCTURE AT STA. 7+20.40 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F06 -4 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 1642 COUNTIES : LANCASTER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 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 6080.00 2555.000 LB | 3.00000 7665.00| 2.00000 5110.00| 2.50000 6387.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0020 6105.02 231.000 TON | 23.00000 5313.00| 27.00000 6237.00| 30.00000 6930.00 ROCK RIPRAP, TYPE B | | | 0021 6131.50 62490.000 LB | 0.56000 34994.40| 0.55000 34369.50| 0.55000 34369.50 EPOXY COATED REINFORCING STEEL | | | 0022 6210.14 2360.000 LF | 19.00000 44840.00| 16.00000 37760.00| 24.00000 56640.00 HP 12"X53# STEEL PILING | | | 0023 6310.00 1923.000 SF | 10.50000 20191.50| 12.00000 23076.00| 12.00000 23076.00 STEEL SHEET PILING | | | 0024 7011.20 43.750 LF | 21.09000 922.69| 15.00000 656.25| 21.50000 940.63 W-BEAM GUARDRAIL | | | 0025 7020.00 4.000 EACH| 1141.50000 4566.00| 1200.00000 4800.00| 1150.00000 4600.00 BRIDGE APPROACH SECTIONS | | | 0026 7021.48 3.000 EACH| 1132.67000 3398.01| 1100.00000 3300.00| 1150.00000 3450.00 MELT, TYPE I | | | 0027 7022.00 1.000 EACH| 340.00000 340.00| 350.00000 350.00| 450.00000 450.00 END ANCHORAGE ASSEMBLY | | | 0028 9005.51 365.000 TON | 33.00000 12045.00| 37.00000 13505.00| 35.00000 12775.00 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0029 9021.01 19.710 TON | 250.00000 4927.50| 250.00000 4927.50| 250.00000 4927.50 PERFORMANCE GRADED BINDER (64-22) | | | 0030 9053.00 83.000 GAL | 2.00000 166.00| 2.00000 166.00| 2.00000 166.00 TACK COAT | | | 0031 9111.00 9.000 MGAL| 19.00000 171.00| 19.00000 171.00| 8.00000 72.00 WATER | | | 0032 9170.00 7.560 STA | 150.00000 1134.00| 200.00000 1512.00| 150.00000 1134.00 EARTH SHOULDER CONSTRUCTION | | | 0033 9173.20 834.000 SY | 2.00000 1668.00| 3.00000 2502.00| 2.00000 1668.00 SUBGRADE PREPARATION | | | 0034 L001.01 1.000 ACRE| 1500.00000 1500.00| 1495.00000 1495.00| 1495.00000 1495.00 SEEDING, TYPE A | | | 0035 L006.00 1.000 ACRE| 250.00000 250.00| 500.00000 500.00| 500.00000 500.00 COVER CROP SEEDING | | | 0036 L032.75 2.000 TON | 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 MULCH | | | SECTION TOTALS | $ 386,638.50| $ 399,866.75| $ 399,999.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 386,638.50| $ 399,866.75| $ 399,999.24 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F06 -5 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 1642 COUNTIES : LANCASTER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0137 |( 5 ) 0880 |( 6 ) 0462 |JUDDS BROS. CONSTRUCTION CO |CHRISTENSEN BROS., INC. |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 6 BRIDGE AT STA. 7+20 1-48'0" & 2-36'0" SPANS CONCRETE SLAB BRIDGE-CONT TYPE | | | 0001 0001.10 1500.000 BDAY| 1.00000 1500.00| 1.00000 1500.00| 1.00000 1500.00 BARRICADE, TYPE III | | | 0002 0001.90 250.000 EACH| 1.50000 375.00| 1.50000 375.00| 1.50000 375.00 SIGN DAY | | | 0003 0001.99 2250.000 EACH| 0.60000 1350.00| 0.60000 1350.00| 0.60000 1350.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0010.04 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| 2000.00000 2000.00 FIELD OFFICE | | | 0005 0030.60 LUMP| 32000.00000 32000.00| 38000.00000 38000.00| 36318.98000 36318.98 MOBILIZATION | | | 0006 1000.00 1.000 EACH| 345.00000 345.00| 100.00000 100.00| 100.00000 100.00 LARGE TREE REMOVAL | | | 0007 1009.00 LUMP| 1428.00000 1428.00| 500.00000 500.00| 500.00000 500.00 GENERAL CLEARING AND GRUBBING | | | 0008 1030.00 777.000 CY | 6.00000 4662.00| 5.50000 4273.50| 5.49000 4265.73 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1043.50 282.000 SY | 3.25000 916.50| 1.75000 493.50| 1.72000 485.04 RIPRAP FILTER FABRIC | | | 0010 1102.00 1012.000 SY | 4.50000 4554.00| 4.50000 4554.00| 4.45000 4503.40 REMOVE ASPHALT SURFACE | | | 0011 1300.24 42.000 LF | 19.00000 798.00| 22.00000 924.00| 21.74000 913.08 24" DRIVEWAY CULVERT PIPE | | | 0012 3050.15 123.100 CY | 215.00000 26466.50| 220.00000 27082.00| 211.57000 26044.27 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0013 3051.10 12015.000 LB | 0.80000 9612.00| 0.60000 7209.00| 0.76000 9131.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0014 6000.10 35.000 LS | 4500.00000 4500.00| 10000.00000 10000.00| 12500.00000 12500.00 ABUTMENT NO.1 EXCAVATION | | | 0015 6000.11 35.000 LS | 4500.00000 4500.00| 10000.00000 10000.00| 12500.00000 12500.00 ABUTMENT NO.2 EXCAVATION | | | 0016 6010.22 104.800 CY | 700.00000 73360.00| 340.00000 35632.00| 500.00000 52400.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0017 6010.26 240.500 CY | 435.00000 104617.50| 340.00000 81770.00| 350.00000 84175.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6040.00 1.000 EACH| 10000.00000 10000.00| 35000.00000 35000.00| 30000.00000 30000.00 REMOVE STRUCTURE AT STA. 7+20.40 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F06 -6 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 1642 COUNTIES : LANCASTER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0137 |( 5 ) 0880 |( 6 ) 0462 |JUDDS BROS. CONSTRUCTION CO |CHRISTENSEN BROS., INC. |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6080.00 2555.000 LB | 2.00000 5110.00| 4.50000 11497.50| 3.00000 7665.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0020 6105.02 231.000 TON | 34.00000 7854.00| 19.00000 4389.00| 18.50000 4273.50 ROCK RIPRAP, TYPE B | | | 0021 6131.50 62490.000 LB | 0.50000 31245.00| 0.60000 37494.00| 0.65000 40618.50 EPOXY COATED REINFORCING STEEL | | | 0022 6210.14 2360.000 LF | 18.00000 42480.00| 25.00000 59000.00| 28.00000 66080.00 HP 12"X53# STEEL PILING | | | 0023 6310.00 1923.000 SF | 14.00000 26922.00| 16.00000 30768.00| 13.00000 24999.00 STEEL SHEET PILING | | | 0024 7011.20 43.750 LF | 15.00000 656.25| 15.00000 656.25| 15.00000 656.25 W-BEAM GUARDRAIL | | | 0025 7020.00 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 BRIDGE APPROACH SECTIONS | | | 0026 7021.48 3.000 EACH| 1100.00000 3300.00| 1100.00000 3300.00| 1100.00000 3300.00 MELT, TYPE I | | | 0027 7022.00 1.000 EACH| 350.00000 350.00| 350.00000 350.00| 350.00000 350.00 END ANCHORAGE ASSEMBLY | | | 0028 9005.51 365.000 TON | 33.00000 12045.00| 33.00000 12045.00| 33.00000 12045.00 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0029 9021.01 19.710 TON | 250.00000 4927.50| 250.00000 4927.50| 250.00000 4927.50 PERFORMANCE GRADED BINDER (64-22) | | | 0030 9053.00 83.000 GAL | 2.00000 166.00| 2.00000 166.00| 2.00000 166.00 TACK COAT | | | 0031 9111.00 9.000 MGAL| 19.00000 171.00| 8.00000 72.00| 19.00000 171.00 WATER | | | 0032 9170.00 7.560 STA | 150.00000 1134.00| 150.00000 1134.00| 150.00000 1134.00 EARTH SHOULDER CONSTRUCTION | | | 0033 9173.20 834.000 SY | 2.00000 1668.00| 2.00000 1668.00| 2.00000 1668.00 SUBGRADE PREPARATION | | | 0034 L001.01 1.000 ACRE| 1495.00000 1495.00| 1495.00000 1495.00| 1495.00000 1495.00 SEEDING, TYPE A | | | 0035 L006.00 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 COVER CROP SEEDING | | | 0036 L032.75 2.000 TON | 500.00000 1000.00| 150.00000 300.00| 150.00000 300.00 MULCH | | | SECTION TOTALS | $ 428,308.25| $ 436,825.25| $ 454,210.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 428,308.25| $ 436,825.25| $ 454,210.65 ====================================================================================================================================
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.