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12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : F02 CONTRACT ID : 1082 COUNTIES : SEWARD LETTING DATE : 12/18/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : IM-80-8(141) ON I-80, BEAVER CROSSING INTERCHANGE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN 0013 THIS LETTING IS LIMITED TO $4,000,000. 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 0137 IN THIS LETTING IS LIMITED TO 1. 1742 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL BE ACCEPTED 1742 IN THIS LETTING IS LIMITED TO 3. 1742 HERBST CONSTRUCTION, INC. IS DETERMINED TO BE THE 1742 APPARENT LOW BIDDER BECAUSE OF DEPARTMENT TIES. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1730 WILKE CONTRACTING CORPORATION $ 87,068.00 100.0000% *2 1742 HERBST CONSTRUCTION, INC. $ 87,513.50 100.5117% 3 0013 THE DIAMOND ENGINEERING COMPANY $ 91,028.11 104.5483% 4 1242 GARCIA-CHICOINE ENTERPRISES, INC. $ 94,030.01 107.9961% 5 0880 CHRISTENSEN BROS., INC. $ 123,296.00 141.6089% 6 1802 CRAMER AND ASSOCIATES, INC. $ 127,297.50 146.2047% 7 0137 JUDDS BROS. CONSTRUCTION CO. $ 128,468.50 147.5496% 8 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 139,153.40 159.8215% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1082 COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1730 |( 2 ) 1742 |( 3 ) 0013 |WILKE CONTRACTING CORPORATI |HERBST CONSTRUCTION, 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.115+00 | | | 0001 0001.08 320.000 BDAY| 0.50000 160.00| 0.50000 160.00| 0.50000 160.00 BARRICADE, TYPE II | | | 0002 0001.10 240.000 BDAY| 1.65000 396.00| 1.50000 360.00| 3.17000 760.80 BARRICADE, TYPE III | | | 0003 0001.90 1360.000 EACH| 1.25000 1700.00| 1.10000 1496.00| 0.53000 720.80 SIGN DAY | | | 0004 0002.30 1200.000 LF | 0.60000 720.00| 0.60000 720.00| 0.50000 600.00 PAVEMENT MARKING REMOVAL | | | 0005 0002.39 2500.000 LF | 0.90000 2250.00| 0.90000 2250.00| 1.50000 3750.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0006 0003.50 662.500 LF | 31.00000 20537.50| 45.00000 29812.50| 61.41000 40684.13 CONCRETE PROTECTION BARRIER | | | 0007 0003.56 662.500 LF | 4.00000 2650.00| 5.00000 3312.50| 3.29000 2179.63 RELOCATE CONCRETE PROTECTION BARRIER | | | 0008 0003.70 4.000 EACH| 450.00000 1800.00| 500.00000 2000.00| 450.00000 1800.00 TEMPORARY RUMBLE STRIP | | | 0009 0003.75 1.000 EACH| 8500.00000 8500.00| 9500.00000 9500.00| 9000.00000 9000.00 TEMPORARY TRAFFIC SIGNAL | | | 0010 0030.60 LUMP| 5500.00000 5500.00| 8000.00000 8000.00| 2467.08000 2467.08 MOBILIZATION | | | 0011 6004.50 64.500 LF | 64.00000 4128.00| 85.00000 5482.50| 60.28000 3888.06 EXPANSION JOINT | | | 0012 6010.26 15.500 CY | 1150.00000 17825.00| 850.00000 13175.00| 606.74000 9404.47 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0013 6020.00 3050.000 LB | 1.03000 3141.50| 0.90000 2745.00| 1.56000 4758.00 REINFORCING STEEL FOR BRIDGE | | | 0014 6030.00 1.000 EACH| 17760.00000 17760.00| 8500.00000 8500.00| 10855.14000 10855.14 PREPARATION OF BRIDGE AT STA. 115+00 | | | SECTION TOTALS | $ 87,068.00| $ 87,513.50| $ 91,028.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,068.00| $ 87,513.50| $ 91,028.11 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1082 COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1242 |( 5 ) 0880 |( 6 ) 1802 |GARCIA-CHICOINE ENTERPRISES |CHRISTENSEN BROS., INC. |CRAMER AND ASSOCIATES, 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.115+00 | | | 0001 0001.08 320.000 BDAY| 0.50000 160.00| 0.50000 160.00| 0.50000 160.00 BARRICADE, TYPE II | | | 0002 0001.10 240.000 BDAY| 1.50000 360.00| 1.60000 384.00| 2.00000 480.00 BARRICADE, TYPE III | | | 0003 0001.90 1360.000 EACH| 1.10000 1496.00| 1.20000 1632.00| 1.00000 1360.00 SIGN DAY | | | 0004 0002.30 1200.000 LF | 0.60000 720.00| 0.65000 780.00| 2.00000 2400.00 PAVEMENT MARKING REMOVAL | | | 0005 0002.39 2500.000 LF | 0.90000 2250.00| 0.95000 2375.00| 1.60000 4000.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0006 0003.50 662.500 LF | 24.50000 16231.25| 45.00000 29812.50| 8.00000 5300.00 CONCRETE PROTECTION BARRIER | | | 0007 0003.56 662.500 LF | 2.25000 1490.63| 15.00000 9937.50| 6.00000 3975.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0008 0003.70 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 500.00000 2000.00 TEMPORARY RUMBLE STRIP | | | 0009 0003.75 1.000 EACH| 10000.00000 10000.00| 12000.00000 12000.00| 7500.00000 7500.00 TEMPORARY TRAFFIC SIGNAL | | | 0010 0030.60 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 25000.00000 25000.00 MOBILIZATION | | | 0011 6004.50 64.500 LF | 53.25000 3434.63| 120.00000 7740.00| 55.00000 3547.50 EXPANSION JOINT | | | 0012 6010.26 15.500 CY | 2402.00000 37231.00| 1150.00000 17825.00| 2900.00000 44950.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0013 6020.00 3050.000 LB | 1.33000 4056.50| 1.00000 3050.00| 2.50000 7625.00 REINFORCING STEEL FOR BRIDGE | | | 0014 6030.00 1.000 EACH| 6000.00000 6000.00| 24000.00000 24000.00| 19000.00000 19000.00 PREPARATION OF BRIDGE AT STA. 115+00 | | | SECTION TOTALS | $ 94,030.01| $ 123,296.00| $ 127,297.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 94,030.01| $ 123,296.00| $ 127,297.50 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1082 COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0137 |( 8 ) 1613 |( ) |JUDDS BROS. CONSTRUCTION CO |COLLINS CONTRACTING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA.115+00 | | | 0001 0001.08 320.000 BDAY| 0.50000 160.00| 0.50000 160.00| BARRICADE, TYPE II | | | 0002 0001.10 240.000 BDAY| 1.50000 360.00| 1.60000 384.00| BARRICADE, TYPE III | | | 0003 0001.90 1360.000 EACH| 1.10000 1496.00| 1.20000 1632.00| SIGN DAY | | | 0004 0002.30 1200.000 LF | 0.60000 720.00| 0.60000 720.00| PAVEMENT MARKING REMOVAL | | | 0005 0002.39 2500.000 LF | 0.90000 2250.00| 0.90000 2250.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0006 0003.50 662.500 LF | 48.00000 31800.00| 48.70000 32263.75| CONCRETE PROTECTION BARRIER | | | 0007 0003.56 662.500 LF | 17.00000 11262.50| 8.00000 5300.00| RELOCATE CONCRETE PROTECTION BARRIER | | | 0008 0003.70 4.000 EACH| 400.00000 1600.00| 421.00000 1684.00| TEMPORARY RUMBLE STRIP | | | 0009 0003.75 1.000 EACH| 17000.00000 17000.00| 14735.00000 14735.00| TEMPORARY TRAFFIC SIGNAL | | | 0010 0030.60 LUMP| 9500.00000 9500.00| 17958.00000 17958.00| MOBILIZATION | | | 0011 6004.50 64.500 LF | 110.00000 7095.00| 172.00000 11094.00| EXPANSION JOINT | | | 0012 6010.26 15.500 CY | 2000.00000 31000.00| 944.30000 14636.65| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0013 6020.00 3050.000 LB | 0.50000 1525.00| 2.10000 6405.00| REINFORCING STEEL FOR BRIDGE | | | 0014 6030.00 1.000 EACH| 12700.00000 12700.00| 29931.00000 29931.00| PREPARATION OF BRIDGE AT STA. 115+00 | | | SECTION TOTALS | $ 128,468.50| $ 139,153.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,468.50| $ 139,153.40| $ ====================================================================================================================================
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