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12/20/2002
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December 19, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 1111X COUNTIES : RICHARDSON LETTING DATE : 12/19/02 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7074(17) ON A COUNTY ROAD NORTHWEST OF HUMBOLDT. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 1742 ACCEPTED IN THIS LETTING IS LIMITED TO 2. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 384,584.97 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 395,596.26 102.8632% 3 1742 HERBST CONSTRUCTION, INC. $ 397,755.68 103.4247% 4 0774 DIXON CONSTRUCTION CO. $ 413,140.29 107.4250% 5 0805 A. M. COHRON & SON, INC. $ 421,210.11 109.5233% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F01 -3 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1111X COUNTIES : RICHARDSON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 1742 |WEBB CONTRACTOR, INC./L. J. |ELK HORN 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. 8+84 ONE 17.070M AND TWO 12.800M SPANS CONC SLAB BR CONT TYPE | | | 0001 0001.10 2295.000 BDAY| 1.00000 2295.00| 1.50000 3442.50| 1.00000 2295.00 BARRICADE, TYPE III | | | 0002 0001.90 2142.000 EACH| 0.50000 1071.00| 0.80000 1713.60| 0.50000 1071.00 SIGN DAY | | | 0003 0001.98 1071.000 EACH| 1.00000 1071.00| 0.65000 696.15| 1.00000 1071.00 CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 23000.00000 23000.00| 28000.00000 28000.00| 26000.00000 26000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 150.00000 150.00| 200.00000 200.00| 85.00000 85.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 1000.00000 1000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1011.00 279.000 kL | 15.00000 4185.00| 3.50000 976.50| 2.64000 736.56 WATER | | | 0008 1030.00 7981.000 m3 | 2.80000 22346.80| 3.51000 28013.31| 3.51000 28013.31 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1043.50 978.000 m2 | 2.40000 2347.20| 2.50000 2445.00| 2.50000 2445.00 RIPRAP FILTER FABRIC | | | 0010 2009.51 4.717 StaM| 375.00000 1768.88| 350.00000 1650.95| 300.00000 1415.10 CRUSHED ROCK EMBEDMENT | | | 0011 2010.03 408.000 Mg | 16.07000 6556.56| 15.25000 6222.00| 16.53000 6744.24 CRUSHED ROCK SURFACE COURSE | | | 0012 4045.00 1.000 EACH| 500.00000 500.00| 300.00000 300.00| 1100.00000 1100.00 REMOVE STRUCTURE AT STA. 8+35.4 LT. | | | 0013 4050.01 1010.000 m3 | 3.00000 3030.00| 5.00000 5050.00| 1.00000 1010.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4300.30 51.700 m | 85.00000 4394.50| 82.50000 4265.25| 82.42000 4261.11 750 mm CULVERT PIPE | | | 0015 4300.36 21.000 m | 98.00000 2058.00| 100.00000 2100.00| 98.36000 2065.56 900 mm CULVERT PIPE | | | 0016 4300.48 78.200 m | 190.00000 14858.00| 170.00000 13294.00| 168.87000 13205.63 1200 mm CULVERT PIPE | | | 0017 4310.30 1.000 EACH| 258.00000 258.00| 260.00000 260.00| 258.97000 258.97 750 mm FLARED-END SECTION | | | 0018 4310.36 2.000 EACH| 410.00000 820.00| 410.00000 820.00| 410.09000 820.18 900 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F01 -4 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1111X COUNTIES : RICHARDSON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 1742 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.48 3.000 EACH| 1100.00000 3300.00| 1085.00000 3255.00| 1083.94000 3251.82 1200 mm FLARED-END SECTION | | | 0020 6000.10 45.000 LS | 2500.00000 2500.00| 4000.00000 4000.00| 8000.00000 8000.00 ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 45.000 LS | 2500.00000 2500.00| 4000.00000 4000.00| 2000.00000 2000.00 ABUTMENT NO.2 EXCAVATION | | | 0022 6001.50 25.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 9000.00000 9000.00 BENT NO.1 EXCAVATION | | | 0023 6001.51 25.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 3000.00000 3000.00 BENT NO.2 EXCAVATION | | | 0024 6010.22 174.900 m3 | 379.30000 66339.57| 400.00000 69960.00| 392.00000 68560.80 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0025 6010.26 224.000 m3 | 359.69000 80570.56| 400.00000 89600.00| 366.00000 81984.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0026 6020.00 28560.000 kg | 1.21000 34557.60| 1.00000 28560.00| 1.00000 28560.00 REINFORCING STEEL FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 10000.00000 10000.00| 14000.00000 14000.00| 18500.00000 18500.00 REMOVE STRUCTURE AT STA. 8+89.5 | | | 0028 6080.00 1260.000 kg | 5.51000 6942.60| 4.00000 5040.00| 4.50000 5670.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 908.000 Mg | 28.66000 26023.28| 25.50000 23154.00| 28.00000 25424.00 ROCK RIPRAP, TYPE B | | | 0030 6210.50 441.400 m | 85.30000 37651.42| 70.00000 30898.00| 91.00000 40167.40 PIPE PILING | | | 0031 7020.00 4.000 EACH| 1240.00000 4960.00| 1200.00000 4800.00| 1240.00000 4960.00 BRIDGE APPROACH SECTIONS | | | 0032 7021.47 4.000 EACH| 1220.00000 4880.00| 1320.00000 5280.00| 1220.00000 4880.00 MELT | | | 0033 L006.00 2.000 ha | 325.00000 650.00| 300.00000 600.00| 100.00000 200.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 384,584.97| $ 395,596.26| $ 397,755.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 384,584.97| $ 395,596.26| $ 397,755.68 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F01 -5 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1111X COUNTIES : RICHARDSON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0774 |( 5 ) 0805 |( ) |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 6 BRIDGE AT STA. 8+84 ONE 17.070M AND TWO 12.800M SPANS CONC SLAB BR CONT TYPE | | | 0001 0001.10 2295.000 BDAY| 1.00000 2295.00| 1.00000 2295.00| BARRICADE, TYPE III | | | 0002 0001.90 2142.000 EACH| 0.50000 1071.00| 0.50000 1071.00| SIGN DAY | | | 0003 0001.98 1071.000 EACH| 1.00000 1071.00| 1.00000 1071.00| CONTRACTOR FURNISHED SIGN | | | 0004 0030.60 LUMP| 35000.00000 35000.00| 36000.00000 36000.00| MOBILIZATION | | | 0005 1000.00 1.000 EACH| 750.00000 750.00| 150.00000 150.00| LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| GENERAL CLEARING AND GRUBBING | | | 0007 1011.00 279.000 kL | 15.00000 4185.00| 15.00000 4185.00| WATER | | | 0008 1030.00 7981.000 m3 | 5.00000 39905.00| 2.80000 22346.80| EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1043.50 978.000 m2 | 2.40000 2347.20| 2.50000 2445.00| RIPRAP FILTER FABRIC | | | 0010 2009.51 4.717 StaM| 375.00000 1768.88| 375.00000 1768.88| CRUSHED ROCK EMBEDMENT | | | 0011 2010.03 408.000 Mg | 16.07000 6556.56| 16.07000 6556.56| CRUSHED ROCK SURFACE COURSE | | | 0012 4045.00 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| REMOVE STRUCTURE AT STA. 8+35.4 LT. | | | 0013 4050.01 1010.000 m3 | 7.00000 7070.00| 3.00000 3030.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4300.30 51.700 m | 85.00000 4394.50| 85.00000 4394.50| 750 mm CULVERT PIPE | | | 0015 4300.36 21.000 m | 98.00000 2058.00| 98.00000 2058.00| 900 mm CULVERT PIPE | | | 0016 4300.48 78.200 m | 190.00000 14858.00| 190.00000 14858.00| 1200 mm CULVERT PIPE | | | 0017 4310.30 1.000 EACH| 258.97000 258.97| 258.97000 258.97| 750 mm FLARED-END SECTION | | | 0018 4310.36 2.000 EACH| 410.00000 820.00| 410.00000 820.00| 900 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F01 -6 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1111X COUNTIES : RICHARDSON LETTING DATE : 12/19/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0774 |( 5 ) 0805 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.48 3.000 EACH| 1100.00000 3300.00| 1100.00000 3300.00| 1200 mm FLARED-END SECTION | | | 0020 6000.10 45.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 45.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| ABUTMENT NO.2 EXCAVATION | | | 0022 6001.50 25.000 LS | 7500.00000 7500.00| 8000.00000 8000.00| BENT NO.1 EXCAVATION | | | 0023 6001.51 25.000 LS | 7500.00000 7500.00| 8000.00000 8000.00| BENT NO.2 EXCAVATION | | | 0024 6010.22 174.900 m3 | 340.60000 59570.94| 390.00000 68211.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0025 6010.26 224.000 m3 | 327.50000 73360.00| 390.00000 87360.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0026 6020.00 28560.000 kg | 1.14000 32558.40| 1.25000 35700.00| REINFORCING STEEL FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 20000.00000 20000.00| 21000.00000 21000.00| REMOVE STRUCTURE AT STA. 8+89.5 | | | 0028 6080.00 1260.000 kg | 5.50000 6930.00| 2.75000 3465.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 908.000 Mg | 27.00000 24516.00| 29.00000 26332.00| ROCK RIPRAP, TYPE B | | | 0030 6210.50 441.400 m | 65.60000 28955.84| 81.00000 35753.40| PIPE PILING | | | 0031 7020.00 4.000 EACH| 1240.00000 4960.00| 1200.00000 4800.00| BRIDGE APPROACH SECTIONS | | | 0032 7021.47 4.000 EACH| 1220.00000 4880.00| 1320.00000 5280.00| MELT | | | 0033 L006.00 2.000 ha | 100.00000 200.00| 100.00000 200.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 413,140.29| $ 421,210.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,140.29| $ 421,210.11| $ ====================================================================================================================================
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