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Last Updated: 09/10/2002
 
September 05, 2002 Contract Letting
 
NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 2 VENDOR RANKING CALL ORDER : F14 CONTRACT ID : 6197 COUNTIES : DAWSON LETTING DATE : 09/05/02 DISTRICT : 6 PROJECT(S) : EACSTPD-47-2(108) CONTRACT DESCRIPTION : STPP-47-2(109) ON N-47, SOUTH OF GOTHENBURG. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1730 WILKE CONTRACTING CORPORATION $ 401,809.95 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 449,236.08 111.8031% 3 1809 CAPITAL CONTRACTORS, INC. $ 533,759.67 132.8388% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6197 COUNTIES : DAWSON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 6 PROJECT(S) : EACSTPD-47-2(108) STPP-47-2(109) ==================================================================================================================================== |(1) 1730 |(2) 2853 |(3) 1809 |WILKE CONTRACTING CORPORATIO|SIMON CONTRACTORS AND SUBSID|CAPITAL CONTRACTORS, 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. 1020+36.45 ONE 48'-8" SPAN ROLLED BEAM STEEL GIRDER BR.-WIDEN & REHAB | | | 0001 L020.10 2188.000 SY | 2.00000 4376.00| 2.59000 5666.92| 1.98000 4332.24 EROSION CONTROL, TYPE HV | | | 0002 L022.11 200.000 LF | 5.50000 1100.00| 6.90000 1380.00| 6.25000 1250.00 FABRIC SILT FENCE-LOW POROSITY | | | 0003 0001.08 684.000 BDAY| 0.50000 342.00| 0.50000 342.00| 0.50000 342.00 BARRICADE, TYPE II | | | 0004 0001.10 456.000 BDAY| 2.80000 1276.80| 1.73000 788.88| 1.50000 684.00 BARRICADE, TYPE III | | | 0005 0001.90 3876.000 EACH| 0.60000 2325.60| 1.03000 3992.28| 0.90000 3488.40 SIGN DAY | | | 0006 0002.30 155.000 LF | 0.80000 124.00| 2.30000 356.50| 2.00000 310.00 PAVEMENT MARKING REMOVAL | | | 0007 0002.39 2000.000 LF | 1.70000 3400.00| 1.09000 2180.00| 0.95000 1900.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0008 0002.47 1000.000 LF | 2.10000 2100.00| 2.88000 2880.00| 2.50000 2500.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0009 0003.51 470.000 LF | 14.00000 6580.00| 18.40000 8648.00| 25.00000 11750.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0010 0003.56 470.000 LF | 4.00000 1880.00| 21.87000 10278.90| 5.00000 2350.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0011 0010.04 1.000 EACH| 1500.00000 1500.00| 4025.00000 4025.00| 4000.00000 4000.00 FIELD OFFICE | | | 0012 0030.60 LUMP| 7800.00000 7800.00| 19435.00000 19435.00| 40000.00000 40000.00 MOBILIZATION | | | 0013 1009.00 LUMP| 1150.00000 1150.00| 1725.00000 1725.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0014 1010.01 225.000 CY | 18.00000 4050.00| 6.95000 1563.75| 8.00000 1800.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0015 1011.00 12.000 MGAL| 18.00000 216.00| 55.58000 666.96| 12.00000 144.00 WATER | | | 0016 1030.00 517.000 CY | 9.60000 4963.20| 10.89000 5630.13| 9.00000 4653.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0017 1043.50 80.000 SY | 1.85000 148.00| 14.09000 1127.20| 5.00000 400.00 RIPRAP FILTER FABRIC | | | 0018 1101.00 551.000 SY | 7.70000 4242.70| 7.30000 4022.30| 8.00000 4408.00 REMOVE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6197 COUNTIES : DAWSON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 6 PROJECT(S) : EACSTPD-47-2(108) STPP-47-2(109) ==================================================================================================================================== |(1) 1730 |(2) 2853 |(3) 1809 |WILKE CONTRACTING CORPORATIO|SIMON CONTRACTORS AND SUBSID|CAPITAL CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 3050.15 191.700 CY | 292.00000 55976.40| 268.18000 51410.11| 225.00000 43132.50 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0020 3051.10 21470.000 LB | 0.60000 12882.00| 0.79000 16961.30| 0.80000 17176.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0021 6000.10 50.000 LS | 1500.00000 1500.00| 3427.00000 3427.00| 12500.00000 12500.00 ABUTMENT NO.1 EXCAVATION | | | 0022 6000.11 50.000 LS | 1500.00000 1500.00| 3427.00000 3427.00| 12500.00000 12500.00 ABUTMENT NO.2 EXCAVATION | | | 0023 6005.35 107.000 LF | 52.00000 5564.00| 35.84000 3834.88| 82.00000 8774.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0024 6005.78 6.000 EACH| 544.00000 3264.00| 456.17000 2737.02| 600.00000 3600.00 EXPANSION BEARING, TFE TYPE | | | 0025 6005.83 6.000 EACH| 324.00000 1944.00| 243.80000 1462.80| 300.00000 1800.00 FIXED BEARING | | | 0026 6010.22 54.000 CY | 426.00000 23004.00| 386.74000 20883.96| 450.00000 24300.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0027 6010.26 87.600 CY | 426.00000 37317.60| 393.36000 34458.34| 450.00000 39420.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0028 6030.00 1.000 EACH| 11400.00000 11400.00| 33695.00000 33695.00| 45000.00000 45000.00 PREPARATION OF BRIDGE AT STA. 1020+36.45| | | 0029 6071.12 42890.000 LS | 38270.00000 38270.00| 28313.00000 28313.00| 58400.00000 58400.00 STEEL SUPERSTRUCTURE AT STA. 1020+36.45 | | | 0030 6105.01 25.000 TON | 47.00000 1175.00| 44.85000 1121.25| 45.00000 1125.00 ROCK RIPRAP, TYPE A | | | 0031 6105.02 205.000 TON | 36.00000 7380.00| 44.85000 9194.25| 45.00000 9225.00 ROCK RIPRAP, TYPE B | | | 0032 6131.50 20625.000 LB | 0.69000 14231.25| 0.76000 15675.00| 0.85000 17531.25 EPOXY COATED REINFORCING STEEL | | | 0033 6210.12 1040.000 LF | 26.00000 27040.00| 22.73000 23639.20| 20.00000 20800.00 HP 10"X42# STEEL PILING | | | 0034 6510.55 1.000 LS | 3600.00000 3600.00| 3404.00000 3404.00| 15000.00000 15000.00 TEMPORARY BRIDGE SHORING | | | 0035 7011.20 100.000 LF | 18.00000 1800.00| 17.25000 1725.00| 17.91000 1791.00 W-BEAM GUARDRAIL | | | 0036 7017.00 281.000 LF | 3.00000 843.00| 4.60000 1292.60| 3.91000 1098.71 REMOVE GUARDRAIL | | | 0037 7020.00 4.000 EACH| 1260.00000 5040.00| 1437.50000 5750.00| 1245.00000 4980.00 BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6197 COUNTIES : DAWSON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 6 PROJECT(S) : EACSTPD-47-2(108) STPP-47-2(109) ==================================================================================================================================== |(1) 1730 |(2) 2853 |(3) 1809 |WILKE CONTRACTING CORPORATIO|SIMON CONTRACTORS AND SUBSID|CAPITAL CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 7024.27 4.000 EACH| 1750.00000 7000.00| 1897.50000 7590.00| 1715.00000 6860.00 GUARDRAIL END TREATMENT, TYPE II | | | 0039 7503.04 200.000 LF | 4.10000 820.00| 9.78000 1956.00| 8.50000 1700.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0040 8091.00 85.000 CY | 11.00000 935.00| 18.83000 1600.55| 45.00000 3825.00 GRANULAR BACKFILL | | | 0041 9005.30 180.000 TON | 80.00000 14400.00| 86.25000 15525.00| 95.00000 17100.00 ASPHALTIC CONCRETE, TYPE SP2(0.5) | | | 0042 9009.75 51.000 SY | 40.00000 2040.00| 46.68000 2380.68| 65.00000 3315.00 TEMPORARY SURFACING | | | 0043 9021.01 9.720 TON | 340.00000 3304.80| 354.94000 3450.02| 200.00000 1944.00 PERFORMANCE GRADED BINDER (64-22) | | | 0044 9110.01 10.000 HOUR| 50.00000 500.00| 57.50000 575.00| 65.00000 650.00 RENTAL OF LOADER, FULLY OPERATED | | | 0045 9110.03 10.000 HOUR| 50.00000 500.00| 51.75000 517.50| 55.00000 550.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0046 9110.06 10.000 HOUR| 40.00000 400.00| 69.00000 690.00| 100.00000 1000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0047 9110.07 10.000 HOUR| 30.00000 300.00| 34.50000 345.00| 50.00000 500.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0048 9188.50 94.000 SY | 42.00000 3948.00| 35.11000 3300.34| 40.00000 3760.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 335,453.35| $ 375,050.62| $ 467,669.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6A BRIDGE AT STA. 175+57 1-39.00 & 2-28.5 FT. SPANS CONCRETE SLAB BRIDGE | | | 0049 L020.00 847.000 SY | 3.30000 2795.10| 1.73000 1465.31| 1.98000 1677.06 EROSION CONTROL | | | 0050 0001.08 186.000 BDAY| 0.50000 93.00| 0.50000 93.00| 0.50000 93.00 BARRICADE, TYPE II | | | 0051 0001.10 124.000 BDAY| 2.80000 347.20| 1.73000 214.52| 1.50000 186.00 BARRICADE, TYPE III | | | 0052 0001.90 1054.000 EACH| 0.60000 632.40| 1.03000 1085.62| 0.90000 948.60 SIGN DAY | | | 0053 0002.30 2000.000 LF | 0.80000 1600.00| 0.81000 1620.00| 0.70000 1400.00 PAVEMENT MARKING REMOVAL | | | 0054 0002.31 1250.000 LF | 0.60000 750.00| 0.92000 1150.00| 0.80000 1000.00 TEMPORARY PAVEMENT MARKING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 6 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 6197 COUNTIES : DAWSON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 6 PROJECT(S) : EACSTPD-47-2(108) STPP-47-2(109) ==================================================================================================================================== |(1) 1730 |(2) 2853 |(3) 1809 |WILKE CONTRACTING CORPORATIO|SIMON CONTRACTORS AND SUBSID|CAPITAL CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 0002.47 750.000 LF | 2.20000 1650.00| 2.88000 2160.00| 2.50000 1875.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0056 0003.56 800.000 LF | 10.00000 8000.00| 10.35000 8280.00| 5.00000 4000.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0057 0030.60 LUMP| 2600.00000 2600.00| 5577.50000 5577.50| 8900.00000 8900.00 MOBILIZATION | | | 0058 1009.00 LUMP| 800.00000 800.00| 1322.50000 1322.50| 2500.00000 2500.00 GENERAL CLEARING AND GRUBBING | | | 0059 1033.00 2.710 STA | 2950.00000 7994.50| 1332.47000 3610.99| 1500.00000 4065.00 ROADWAY GRADING | | | 0060 1102.00 262.000 SY | 5.00000 1310.00| 6.56000 1718.72| 3.00000 786.00 REMOVE ASPHALT SURFACE | | | 0061 6010.26 23.900 CY | 550.00000 13145.00| 774.88000 18519.63| 485.00000 11591.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 2515.000 LB | 0.76000 1911.40| 1.05000 2640.75| 1.09000 2741.35 REINFORCING STEEL FOR BRIDGE | | | 0063 7011.20 68.750 LF | 20.00000 1375.00| 17.26000 1186.63| 19.71000 1355.06 W-BEAM GUARDRAIL | | | 0064 7017.00 400.000 LF | 3.00000 1200.00| 4.60000 1840.00| 3.30000 1320.00 REMOVE GUARDRAIL | | | 0065 7020.00 4.000 EACH| 1250.00000 5000.00| 1437.50000 5750.00| 1245.00000 4980.00 BRIDGE APPROACH SECTIONS | | | 0066 7024.27 4.000 EACH| 1800.00000 7200.00| 1897.50000 7590.00| 1758.00000 7032.00 GUARDRAIL END TREATMENT, TYPE II | | | 0067 9188.50 241.000 SY | 33.00000 7953.00| 34.69000 8360.29| 40.00000 9640.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 66,356.60| $ 74,185.46| $ 66,090.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 401,809.95| $ 449,236.08| $ 533,759.67 ====================================================================================================================================

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