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Last Updated:
05/23/2003
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May 22, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : 2 VENDOR RANKING CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-EACBR-18-2(110) N-18, ORAFINO TO US-283 BRIDGES. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2400 ADAMS CONSTRUCTION CO. & ADAMS LAND IMPROVEMENT, INC. $ 2,507,145.68 100.0000% 2 0013 THE DIAMOND ENGINEERING COMPANY $ 2,524,455.72 100.6904% 3 2642 PLATTE VALLEY CONSTRUCTION COMPANY, LLC & AFFILIATES $ 2,667,362.08 106.3904% 4 1730 WILKE CONTRACTING CORPORATION $ 2,695,542.91 107.5144% 5 0880 CHRISTENSEN BROS., INC. $ 2,707,824.74 108.0043% 6 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 2,815,763.75 112.3095% 7 2017 BRB CONTRACTORS, INC. $ 2,953,978.86 117.8224% NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -3 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 17500.00000 17500.00| 45000.00000 45000.00| 65000.00000 65000.00 MOBILIZATION | | | 0002 1000.00 24.000 EACH| 50.00000 1200.00| 200.00000 4800.00| 150.00000 3600.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 7600.00000 7600.00| 5000.00000 5000.00| 3000.00000 3000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 427808.000 CY | 0.95000 406417.60| 0.83000 355080.64| 1.10000 470588.80 EXCAVATION | | | 0005 1010.01 2683.000 CY | 0.75000 2012.25| 1.00000 2683.00| 0.90000 2414.70 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 2043.000 MGAL| 12.50000 25537.50| 14.00000 28602.00| 18.00000 36774.00 WATER | | | 0007 1012.00 170.000 EACH| 65.00000 11050.00| 65.00000 11050.00| 62.00000 10540.00 RIGHT-OF-WAY MARKERS | | | 0008 1701.24 376.000 LF | 14.00000 5264.00| 18.00000 6768.00| 20.00000 7520.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0009 4050.01 1930.000 CY | 4.50000 8685.00| 3.50000 6755.00| 5.00000 9650.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 7017.00 370.000 LF | 1.00000 370.00| 3.00000 1110.00| 3.00000 1110.00 REMOVE GUARDRAIL | | | 0011 9110.01 5.000 HOUR| 65.00000 325.00| 75.00000 375.00| 70.00000 350.00 RENTAL OF LOADER, FULLY OPERATED | | | 0012 9110.03 5.000 HOUR| 50.00000 250.00| 60.00000 300.00| 60.00000 300.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0013 9110.06 5.000 HOUR| 80.00000 400.00| 75.00000 375.00| 60.00000 300.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0014 9110.07 5.000 HOUR| 50.00000 250.00| 50.00000 250.00| 40.00000 200.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0015 L006.00 34.000 ACRE| 74.00000 2516.00| 100.00000 3400.00| 100.00000 3400.00 COVER CROP SEEDING | | | 0016 L006.50 0.500 ACRE| 1000.00000 500.00| 850.00000 425.00| 4000.00000 2000.00 TEMPORARY SEEDING | | | 0017 L020.01 8971.000 SY | 4.05000 36332.55| 4.05000 36332.55| 4.05000 36332.55 EROSION CONTROL, TYPE A | | | 0018 L020.08 5637.000 SY | 4.10000 23111.70| 4.10000 23111.70| 4.10000 23111.70 EROSION CONTROL, TYPE AA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -4 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.09 27755.000 SY | 11.05000 306692.75| 11.05000 306692.75| 11.05000 306692.75 EROSION CONTROL, TYPE AAA | | | 0020 L020.10 16522.000 SY | 1.60000 26435.20| 1.60000 26435.20| 1.60000 26435.20 EROSION CONTROL, TYPE HV | | | 0021 L021.01 96.000 BALE| 15.00000 1440.00| 18.00000 1728.00| 18.00000 1728.00 EROSION CHECKS, TYPE A | | | 0022 L021.06 804.000 BALE| 15.00000 12060.00| 16.00000 12864.00| 16.00000 12864.00 EROSION CHECKS, TYPE HV | | | 0023 L021.11 402.000 BALE| 15.00000 6030.00| 18.00000 7236.00| 18.00000 7236.00 EROSION CHECKS, TYPE ST-A | | | 0024 L021.13 210.000 BALE| 15.00000 3150.00| 18.00000 3780.00| 18.00000 3780.00 EROSION CHECKS, TYPE ST-AA | | | 0025 L021.15 102.000 BALE| 15.00000 1530.00| 17.50000 1785.00| 17.50000 1785.00 EROSION CHECKS, TYPE ST-HV | | | 0026 L021.16 306.000 BALE| 15.00000 4590.00| 18.50000 5661.00| 18.50000 5661.00 EROSION CHECKS, TYPE ST-AAA | | | 0027 L021.21 114.000 BALE| 15.00000 1710.00| 17.00000 1938.00| 17.00000 1938.00 EROSION CHECKS, TYPE AA | | | 0028 L021.22 918.000 BALE| 15.00000 13770.00| 19.00000 17442.00| 19.00000 17442.00 EROSION CHECKS, TYPE AAA | | | 0029 L022.11 10945.000 LF | 1.65000 18059.25| 1.65000 18059.25| 1.65000 18059.25 FABRIC SILT FENCE-LOW POROSITY | | | 0030 L022.12 134.000 LF | 3.50000 469.00| 3.50000 469.00| 3.50000 469.00 FABRIC SILT FENCE-HIGH POROSITY | | | 0031 L022.75 4860.000 LF | 6.50000 31590.00| 6.50000 31590.00| 6.50000 31590.00 TEMPORARY SILT CHECK | | | 0032 L032.75 1.000 TON | 500.00000 500.00| 200.00000 200.00| 1000.00000 1000.00 MULCH | | | 0033 P300.24 44.000 LF | 12.00000 528.00| 18.00000 792.00| 20.00000 880.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0034 P300.60 207.000 LF | 68.00000 14076.00| 80.00000 16560.00| 80.00000 16560.00 60" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 991,951.80| $ 984,650.09| $ 1,130,311.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 2 AGGREGATES | | | 0035 0030.20 LUMP| 500.00000 500.00| 5000.00000 5000.00| 500.00000 500.00 MOBILIZATION | | | 0036 2001.00 7035.000 CY | 7.95000 55928.25| 10.00000 70350.00| 8.50000 59797.50 GRAVEL SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -5 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 2009.10 216.000 STA | 60.00000 12960.00| 40.00000 8640.00| 100.00000 21600.00 GRAVEL EMBEDMENT | | | 0038 9111.00 325.000 MGAL| 12.50000 4062.50| 10.00000 3250.00| 15.00000 4875.00 WATER | | | SECTION TOTALS | $ 73,450.75| $ 87,240.00| $ 86,772.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0039 0030.40 LUMP| 1675.00000 1675.00| 1675.00000 1675.00| 1675.00000 1675.00 MOBILIZATION | | | 0040 4050.01 1828.000 CY | 6.00000 10968.00| 6.00000 10968.00| 6.00000 10968.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0041 4310.24 6.000 EACH| 220.00000 1320.00| 220.00000 1320.00| 220.00000 1320.00 24" FLARED-END SECTION | | | 0042 4310.48 2.000 EACH| 665.00000 1330.00| 665.00000 1330.00| 665.00000 1330.00 48" FLARED-END SECTION | | | 0043 4310.60 4.000 EACH| 890.00000 3560.00| 890.00000 3560.00| 890.00000 3560.00 60" FLARED-END SECTION | | | 0044 4310.84 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 84" FLARED-END SECTION | | | 0045 P255.24 280.000 LF | 27.00000 7560.00| 27.00000 7560.00| 27.00000 7560.00 24" CULVERT PIPE, TYPE 4 OR 5 | | | 0046 P255.48 169.000 LF | 66.00000 11154.00| 66.00000 11154.00| 66.00000 11154.00 48" CULVERT PIPE, TYPE 4 OR 5 | | | 0047 P255.60 318.000 LF | 99.00000 31482.00| 99.00000 31482.00| 99.00000 31482.00 60" CULVERT PIPE, TYPE 4 OR 5 | | | 0048 P255.84 213.000 LF | 139.00000 29607.00| 139.00000 29607.00| 139.00000 29607.00 84" CULVERT PIPE, TYPE 4 0R 5 | | | 0049 P300.24 67.000 LF | 27.00000 1809.00| 27.00000 1809.00| 27.00000 1809.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 106,465.00| $ 106,465.00| $ 106,465.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 1602+08.61 TWIN 10' X 8' X 136' CONCRETE BOX CULVERT | | | 0050 0030.40 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 MOBILIZATION | | | 0051 4051.01 105.000 CY | 10.00000 1050.00| 10.00000 1050.00| 10.00000 1050.00 EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -6 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4101.06 382.710 CY | 260.00000 99504.60| 260.00000 99504.60| 260.00000 99504.60 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0053 4151.00 29903.000 LB | 0.65000 19436.95| 0.65000 19436.95| 0.65000 19436.95 REINFORCING STEEL FOR BOX CULVERT | | | 0054 6040.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 REMOVE STRUCTURE AT STA. 1602+11 LT | | | SECTION TOTALS | $ 124,991.55| $ 124,991.55| $ 124,991.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CONCRETE BOX CULVERT AT STA. 1887+09 TRIPLE 10' X 8' X 90' CONCRETE BOX CULVERT | | | 0055 0030.40 LUMP| 4150.00000 4150.00| 4150.00000 4150.00| 4150.00000 4150.00 MOBILIZATION | | | 0056 4051.01 52.000 CY | 10.00000 520.00| 10.00000 520.00| 10.00000 520.00 EXCAVATION FOR BOX CULVERTS | | | 0057 4101.06 269.450 CY | 260.00000 70057.00| 260.00000 70057.00| 260.00000 70057.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0058 4151.00 27964.000 LB | 0.65000 18176.60| 0.65000 18176.60| 0.65000 18176.60 REINFORCING STEEL FOR BOX CULVERT | | | 0059 6040.00 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 REMOVE STRUCTURE AT STA. 1887+13 | | | SECTION TOTALS | $ 95,403.60| $ 95,403.60| $ 95,403.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 5 SEEDING | | | 0060 0030.50 LUMP| 500.00000 500.00| 1200.00000 1200.00| 3000.00000 3000.00 MOBILIZATION | | | 0061 L001.01 34.000 ACRE| 435.00000 14790.00| 580.00000 19720.00| 618.00000 21012.00 SEEDING, TYPE A | | | 0062 L032.75 77.000 TON | 70.00000 5390.00| 72.50000 5582.50| 80.00000 6160.00 MULCH | | | SECTION TOTALS | $ 20,680.00| $ 26,502.50| $ 30,172.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6 BRIDGE AT STA 1268+27.00 110 FT SIMPLE SPAN NU1350 GIRDER BRIDGE | | | 0063 0030.60 LUMP| 26100.00000 26100.00| 26100.00000 26100.00| 26100.00000 26100.00 MOBILIZATION | | | 0064 3050.15 160.800 CY | 203.00000 32642.40| 203.00000 32642.40| 203.00000 32642.40 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -7 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 3051.10 18855.000 LB | 0.56000 10558.80| 0.56000 10558.80| 0.56000 10558.80 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0066 6000.10 51.000 LS | 1900.00000 1900.00| 1900.00000 1900.00| 1900.00000 1900.00 ABUTMENT NO.1 EXCAVATION | | | 0067 6000.11 51.000 LS | 1900.00000 1900.00| 1900.00000 1900.00| 1900.00000 1900.00 ABUTMENT NO.2 EXCAVATION | | | 0068 6005.60 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 ELASTOMERIC BEARING | | | 0069 6010.22 86.200 CY | 302.50000 26075.50| 302.50000 26075.50| 302.50000 26075.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0070 6010.26 200.500 CY | 296.00000 59348.00| 296.00000 59348.00| 296.00000 59348.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0071 6011.11 84.400 LS | 79000.00000 79000.00| 79000.00000 79000.00| 79000.00000 79000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1268+27 | | | 0072 6040.00 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 REMOVE STRUCTURE AT STA. 1267+14.72 | | | 0073 6080.00 7275.000 LB | 1.78000 12949.50| 1.78000 12949.50| 1.78000 12949.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0074 6105.02 550.000 TON | 44.75000 24612.50| 44.75000 24612.50| 44.75000 24612.50 ROCK RIPRAP, TYPE B | | | 0075 6131.50 45463.000 LB | 0.56000 25459.28| 0.56000 25459.28| 0.56000 25459.28 EPOXY COATED REINFORCING STEEL | | | 0076 6139.50 98.000 SY | 26.00000 2548.00| 26.00000 2548.00| 26.00000 2548.00 SUBSURFACE DRAINAGE MATTING | | | 0077 6210.50 1440.000 LF | 30.30000 43632.00| 30.30000 43632.00| 30.30000 43632.00 PIPE PILING | | | 0078 6310.00 4171.000 SF | 11.10000 46298.10| 11.10000 46298.10| 11.10000 46298.10 STEEL SHEET PILING | | | 0079 8091.00 520.000 CY | 16.00000 8320.00| 16.00000 8320.00| 16.00000 8320.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 408,544.08| $ 408,544.08| $ 408,544.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6A BRIDGE AT STA 1268+27.00 110 FT SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0080 0030.60 LUMP| | | MOBILIZATION | | | 0081 3050.15 160.800 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -8 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 3051.10 18855.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0083 6000.10 51.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0084 6000.11 51.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0085 6005.60 8.000 EACH| | | ELASTOMERIC BEARING | | | 0086 6010.22 86.200 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0087 6010.26 193.200 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0088 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1267+14.72 | | | 0089 6071.11 90745.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 1268+27.00 | | | 0090 6080.00 7275.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0091 6105.02 550.000 TON | | | ROCK RIPRAP, TYPE B | | | 0092 6131.50 45291.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0093 6139.50 92.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0094 6210.50 1440.000 LF | | | PIPE PILING | | | 0095 6310.00 4171.000 SF | | | STEEL SHEET PILING | | | 0096 8091.00 520.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6B BRIDGE AT STA. 1740+30 80.0 FT. SPAN NU900 GIRDER BRIDGE | | | 0097 0030.60 LUMP| 14500.00000 14500.00| 14500.00000 14500.00| 14500.00000 14500.00 MOBILIZATION | | | 0098 1030.00 180.000 CY | 9.00000 1620.00| 9.00000 1620.00| 9.00000 1620.00 EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -9 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 3050.15 159.400 CY | 200.00000 31880.00| 200.00000 31880.00| 200.00000 31880.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0100 3051.10 17973.000 LB | 0.56000 10064.88| 0.56000 10064.88| 0.56000 10064.88 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0101 6000.10 35.000 LS | 1675.00000 1675.00| 1675.00000 1675.00| 1675.00000 1675.00 ABUTMENT NO.1 EXCAVATION | | | 0102 6000.11 35.000 LS | 1675.00000 1675.00| 1675.00000 1675.00| 1675.00000 1675.00 ABUTMENT NO.2 EXCAVATION | | | 0103 6010.22 57.000 CY | 340.00000 19380.00| 340.00000 19380.00| 340.00000 19380.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0104 6010.26 90.400 CY | 356.50000 32227.60| 356.50000 32227.60| 356.50000 32227.60 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0105 6011.11 53.500 LS | 49000.00000 49000.00| 49000.00000 49000.00| 49000.00000 49000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1740+30 | | | 0106 6040.00 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 REMOVE STRUCTURE AT STA. 1740+26.7 | | | 0107 6080.00 4080.000 LB | 1.77000 7221.60| 1.77000 7221.60| 1.77000 7221.60 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0108 6105.02 665.000 TON | 44.75000 29758.75| 44.75000 29758.75| 44.75000 29758.75 ROCK RIPRAP, TYPE B | | | 0109 6131.50 27982.000 LB | 0.56000 15669.92| 0.56000 15669.92| 0.56000 15669.92 EPOXY COATED REINFORCING STEEL | | | 0110 6210.50 1260.000 LF | 31.00000 39060.00| 31.00000 39060.00| 31.00000 39060.00 PIPE PILING | | | 0111 6310.00 4275.000 SF | 11.10000 47452.50| 11.10000 47452.50| 11.10000 47452.50 STEEL SHEET PILING | | | 0112 8091.00 320.000 CY | 16.00000 5120.00| 16.00000 5120.00| 16.00000 5120.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 310,305.25| $ 310,305.25| $ 310,305.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6C BRIDGE AT STA. 1740+30 80.0 FT. SIMPLE SPAN ROLLED BEAM GIRDER BRIDGE | | | 0113 0030.60 LUMP| | | MOBILIZATION | | | 0114 1030.00 180.000 CY | | | EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -10 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 3050.15 159.400 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0116 3051.10 17973.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0117 6000.10 35.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0118 6000.11 35.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0119 6010.22 59.500 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0120 6010.26 89.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0121 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1740+26.7 | | | 0122 6071.12 73055.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 1740+30 | | | 0123 6080.00 4080.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0124 6105.02 665.000 TON | | | ROCK RIPRAP, TYPE B | | | 0125 6131.50 28096.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0126 6210.50 1260.000 LF | | | PIPE PILING | | | 0127 6310.00 4275.000 SF | | | STEEL SHEET PILING | | | 0128 8091.00 320.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6D BRIDGE AT STA. 1813+17 1-82 FT. SIMPLE SPAN NU1100 CONCRETE GIRDER BRIDGE | | | 0129 0030.60 LUMP| 14500.00000 14500.00| 14500.00000 14500.00| 14500.00000 14500.00 MOBILIZATION | | | 0130 1010.01 518.000 CY | 8.50000 4403.00| 8.50000 4403.00| 8.50000 4403.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0131 3050.15 159.200 CY | 198.00000 31521.60| 198.00000 31521.60| 198.00000 31521.60 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -11 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 3051.10 17532.000 LB | 0.56000 9817.92| 0.56000 9817.92| 0.56000 9817.92 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0133 6000.10 35.000 LS | 1675.00000 1675.00| 1675.00000 1675.00| 1675.00000 1675.00 ABUTMENT NO.1 EXCAVATION | | | 0134 6000.11 35.000 LS | 1675.00000 1675.00| 1675.00000 1675.00| 1675.00000 1675.00 ABUTMENT NO.2 EXCAVATION | | | 0135 6010.22 58.300 CY | 339.00000 19763.70| 339.00000 19763.70| 339.00000 19763.70 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0136 6010.26 97.500 CY | 355.00000 34612.50| 355.00000 34612.50| 355.00000 34612.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0137 6011.11 58.000 LS | 50500.00000 50500.00| 50500.00000 50500.00| 50500.00000 50500.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1813+17 | | | 0138 6040.00 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 REMOVE STRUCTURE AT STA. 1813+17 | | | 0139 6080.00 4620.000 LB | 1.74000 8038.80| 1.74000 8038.80| 1.74000 8038.80 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0140 6105.02 785.000 TON | 44.75000 35128.75| 44.75000 35128.75| 44.75000 35128.75 ROCK RIPRAP, TYPE B | | | 0141 6131.50 26243.000 LB | 0.56000 14696.08| 0.56000 14696.08| 0.56000 14696.08 EPOXY COATED REINFORCING STEEL | | | 0142 6210.50 1260.000 LF | 31.00000 39060.00| 31.00000 39060.00| 31.00000 39060.00 PIPE PILING | | | 0143 6310.00 3017.000 SF | 11.40000 34393.80| 11.40000 34393.80| 11.40000 34393.80 STEEL SHEET PILING | | | 0144 8091.00 365.000 CY | 16.00000 5840.00| 16.00000 5840.00| 16.00000 5840.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 309,626.15| $ 309,626.15| $ 309,626.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6E BRIDGE AT STA. 1813+17 1-82 FT. SIMPLE SPAN ROLLELD BEAM GIRDER BRIDGE | | | 0145 0030.60 LUMP| | | MOBILIZATION | | | 0146 1010.01 518.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0147 3050.15 159.200 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -12 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 3051.10 17532.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0149 6000.10 35.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0150 6000.11 35.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0151 6010.22 53.800 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0152 6010.26 91.800 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0153 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1813+17 | | | 0154 6071.12 82395.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 1813+17 | | | 0155 6080.00 4620.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0156 6105.02 785.000 TON | | | ROCK RIPRAP, TYPE B | | | 0157 6131.50 26188.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0158 6210.50 1260.000 LF | | | PIPE PILING | | | 0159 6310.00 3017.000 SF | | | STEEL SHEET PILING | | | 0160 8091.00 365.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 7 GUARDRAIL | | | 0161 0030.70 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0162 7011.20 137.500 LF | 16.00000 2200.00| 16.00000 2200.00| 16.00000 2200.00 W-BEAM GUARDRAIL | | | 0163 7020.00 12.000 EACH| 1600.00000 19200.00| 1600.00000 19200.00| 1600.00000 19200.00 BRIDGE APPROACH SECTIONS | | | 0164 7024.27 12.000 EACH| 1400.00000 16800.00| 1400.00000 16800.00| 1400.00000 16800.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 39,200.00| $ 39,200.00| $ 39,200.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -13 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2400 |( 2 ) 0013 |( 3 ) 2642 |ADAMS CONSTRUCTION CO. & AD |DIAMOND ENGINEERING COMPANY |PLATTE VALLEY CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 0001.08 1470.000 BDAY| 0.50000 735.00| 0.50000 735.00| 0.50000 735.00 BARRICADE, TYPE II | | | 0166 0001.10 5140.000 BDAY| 1.10000 5654.00| 1.10000 5654.00| 2.00000 10280.00 BARRICADE, TYPE III | | | 0167 0001.90 12130.000 EACH| 0.85000 10310.50| 0.85000 10310.50| 0.50000 6065.00 SIGN DAY | | | 0168 0001.99 1690.000 EACH| 1.20000 2028.00| 1.20000 2028.00| 1.00000 1690.00 CONTRACTOR FURNISHED SIGN DAY | | | 0169 0010.04 1.000 EACH| 4000.00000 4000.00| 3000.00000 3000.00| 5000.00000 5000.00 FIELD OFFICE | | | 0170 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0171 0030.00 LUMP| 3000.00000 3000.00| 9000.00000 9000.00| 1000.00000 1000.00 MOBILIZATION | | | SECTION TOTALS | $ 26,527.50| $ 31,527.50| $ 25,570.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,507,145.68| $ 2,524,455.72| $ 2,667,362.08 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -14 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 17500.00000 17500.00| 30000.00000 30000.00| 18375.00000 18375.00 MOBILIZATION | | | 0002 1000.00 24.000 EACH| 50.00000 1200.00| 110.00000 2640.00| 52.50000 1260.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 7600.00000 7600.00| 15000.00000 15000.00| 7980.00000 7980.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 427808.000 CY | 0.98000 419251.84| 0.93000 397861.44| 1.03000 440642.24 EXCAVATION | | | 0005 1010.01 2683.000 CY | 0.75000 2012.25| 1.90000 5097.70| 0.79000 2119.57 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 2043.000 MGAL| 12.50000 25537.50| 9.00000 18387.00| 13.13000 26824.59 WATER | | | 0007 1012.00 170.000 EACH| 65.00000 11050.00| 53.00000 9010.00| 68.25000 11602.50 RIGHT-OF-WAY MARKERS | | | 0008 1701.24 376.000 LF | 14.00000 5264.00| 14.00000 5264.00| 14.70000 5527.20 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0009 4050.01 1930.000 CY | 6.00000 11580.00| 3.50000 6755.00| 6.30000 12159.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 7017.00 370.000 LF | 3.00000 1110.00| 1.80000 666.00| 3.15000 1165.50 REMOVE GUARDRAIL | | | 0011 9110.01 5.000 HOUR| 65.00000 325.00| 70.00000 350.00| 68.25000 341.25 RENTAL OF LOADER, FULLY OPERATED | | | 0012 9110.03 5.000 HOUR| 50.00000 250.00| 60.00000 300.00| 52.50000 262.50 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0013 9110.06 5.000 HOUR| 80.00000 400.00| 80.00000 400.00| 84.00000 420.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0014 9110.07 5.000 HOUR| 50.00000 250.00| 50.00000 250.00| 52.50000 262.50 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0015 L006.00 34.000 ACRE| 74.00000 2516.00| 80.00000 2720.00| 77.70000 2641.80 COVER CROP SEEDING | | | 0016 L006.50 0.500 ACRE| 1000.00000 500.00| 4000.00000 2000.00| 1050.00000 525.00 TEMPORARY SEEDING | | | 0017 L020.01 8971.000 SY | 4.05000 36332.55| 4.10000 36781.10| 4.46000 40010.66 EROSION CONTROL, TYPE A | | | 0018 L020.08 5637.000 SY | 4.10000 23111.70| 4.15000 23393.55| 4.73000 26663.01 EROSION CONTROL, TYPE AA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -15 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.09 27755.000 SY | 11.05000 306692.75| 11.10000 308080.50| 10.24000 284211.20 EROSION CONTROL, TYPE AAA | | | 0020 L020.10 16522.000 SY | 1.60000 26435.20| 1.65000 27261.30| 1.94000 32052.68 EROSION CONTROL, TYPE HV | | | 0021 L021.01 96.000 BALE| 18.00000 1728.00| 18.00000 1728.00| 18.90000 1814.40 EROSION CHECKS, TYPE A | | | 0022 L021.06 804.000 BALE| 16.00000 12864.00| 16.00000 12864.00| 18.90000 15195.60 EROSION CHECKS, TYPE HV | | | 0023 L021.11 402.000 BALE| 18.00000 7236.00| 18.00000 7236.00| 18.90000 7597.80 EROSION CHECKS, TYPE ST-A | | | 0024 L021.13 210.000 BALE| 18.00000 3780.00| 18.00000 3780.00| 18.90000 3969.00 EROSION CHECKS, TYPE ST-AA | | | 0025 L021.15 102.000 BALE| 17.50000 1785.00| 18.00000 1836.00| 18.90000 1927.80 EROSION CHECKS, TYPE ST-HV | | | 0026 L021.16 306.000 BALE| 18.50000 5661.00| 19.00000 5814.00| 29.40000 8996.40 EROSION CHECKS, TYPE ST-AAA | | | 0027 L021.21 114.000 BALE| 17.00000 1938.00| 17.00000 1938.00| 18.90000 2154.60 EROSION CHECKS, TYPE AA | | | 0028 L021.22 918.000 BALE| 19.00000 17442.00| 19.00000 17442.00| 18.90000 17350.20 EROSION CHECKS, TYPE AAA | | | 0029 L022.11 10945.000 LF | 1.65000 18059.25| 2.40000 26268.00| 2.89000 31631.05 FABRIC SILT FENCE-LOW POROSITY | | | 0030 L022.12 134.000 LF | 3.50000 469.00| 4.00000 536.00| 3.94000 527.96 FABRIC SILT FENCE-HIGH POROSITY | | | 0031 L022.75 4860.000 LF | 6.50000 31590.00| 7.20000 34992.00| 7.25000 35235.00 TEMPORARY SILT CHECK | | | 0032 L032.75 1.000 TON | 500.00000 500.00| 120.00000 120.00| 525.00000 525.00 MULCH | | | 0033 P300.24 44.000 LF | 44.00000 1936.00| 15.00000 660.00| 12.60000 554.40 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0034 P300.60 207.000 LF | 68.00000 14076.00| 58.00000 12006.00| 71.40000 14779.80 60" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 1,017,983.04| $ 1,019,437.59| $ 1,057,305.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 2 AGGREGATES | | | 0035 0030.20 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| 1575.00000 1575.00 MOBILIZATION | | | 0036 2001.00 7035.000 CY | 7.95000 55928.25| 8.30000 58390.50| 8.35000 58742.25 GRAVEL SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -16 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 2009.10 216.000 STA | 80.00000 17280.00| 39.00000 8424.00| 84.00000 18144.00 GRAVEL EMBEDMENT | | | 0038 9111.00 325.000 MGAL| 12.50000 4062.50| 10.00000 3250.00| 13.13000 4267.25 WATER | | | SECTION TOTALS | $ 78,770.75| $ 73,064.50| $ 82,728.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0039 0030.40 LUMP| 2400.00000 2400.00| 3000.00000 3000.00| 3150.00000 3150.00 MOBILIZATION | | | 0040 4050.01 1828.000 CY | 9.00000 16452.00| 6.00000 10968.00| 8.40000 15355.20 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0041 4310.24 6.000 EACH| 175.00000 1050.00| 220.00000 1320.00| 157.50000 945.00 24" FLARED-END SECTION | | | 0042 4310.48 2.000 EACH| 775.00000 1550.00| 670.00000 1340.00| 735.00000 1470.00 48" FLARED-END SECTION | | | 0043 4310.60 4.000 EACH| 1400.00000 5600.00| 900.00000 3600.00| 1522.50000 6090.00 60" FLARED-END SECTION | | | 0044 4310.84 4.000 EACH| 1900.00000 7600.00| 1500.00000 6000.00| 3990.00000 15960.00 84" FLARED-END SECTION | | | 0045 P255.24 280.000 LF | 24.00000 6720.00| 28.00000 7840.00| 25.20000 7056.00 24" CULVERT PIPE, TYPE 4 OR 5 | | | 0046 P255.48 169.000 LF | 65.00000 10985.00| 70.00000 11830.00| 72.45000 12244.05 48" CULVERT PIPE, TYPE 4 OR 5 | | | 0047 P255.60 318.000 LF | 140.00000 44520.00| 100.00000 31800.00| 124.95000 39734.10 60" CULVERT PIPE, TYPE 4 OR 5 | | | 0048 P255.84 213.000 LF | 192.00000 40896.00| 140.00000 29820.00| 236.25000 50321.25 84" CULVERT PIPE, TYPE 4 0R 5 | | | 0049 P300.24 67.000 LF | 22.00000 1474.00| 28.00000 1876.00| 25.20000 1688.40 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 139,247.00| $ 109,394.00| $ 154,014.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 1602+08.61 TWIN 10' X 8' X 136' CONCRETE BOX CULVERT | | | 0050 0030.40 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 20475.00000 20475.00 MOBILIZATION | | | 0051 4051.01 105.000 CY | 12.00000 1260.00| 10.00000 1050.00| 18.90000 1984.50 EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -17 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4101.06 382.710 CY | 278.00000 106393.38| 260.00000 99504.60| 299.25000 114525.97 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0053 4151.00 29903.000 LB | 0.50000 14951.50| 0.65000 19436.95| 0.53000 15848.59 REINFORCING STEEL FOR BOX CULVERT | | | 0054 6040.00 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 2940.00000 2940.00 REMOVE STRUCTURE AT STA. 1602+11 LT | | | SECTION TOTALS | $ 127,104.88| $ 126,991.55| $ 155,774.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CONCRETE BOX CULVERT AT STA. 1887+09 TRIPLE 10' X 8' X 90' CONCRETE BOX CULVERT | | | 0055 0030.40 LUMP| 1500.00000 1500.00| 6000.00000 6000.00| 20265.00000 20265.00 MOBILIZATION | | | 0056 4051.01 52.000 CY | 15.00000 780.00| 10.00000 520.00| 18.90000 982.80 EXCAVATION FOR BOX CULVERTS | | | 0057 4101.06 269.450 CY | 290.00000 78140.50| 260.00000 70057.00| 299.25000 80632.91 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0058 4151.00 27964.000 LB | 0.50000 13982.00| 0.65000 18176.60| 0.52000 14541.28 REINFORCING STEEL FOR BOX CULVERT | | | 0059 6040.00 1.000 EACH| 3000.00000 3000.00| 2500.00000 2500.00| 3780.00000 3780.00 REMOVE STRUCTURE AT STA. 1887+13 | | | SECTION TOTALS | $ 97,402.50| $ 97,253.60| $ 120,201.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 5 SEEDING | | | 0060 0030.50 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 1050.00000 1050.00 MOBILIZATION | | | 0061 L001.01 34.000 ACRE| 485.00000 16490.00| 620.00000 21080.00| 509.25000 17314.50 SEEDING, TYPE A | | | 0062 L032.75 77.000 TON | 70.00000 5390.00| 80.00000 6160.00| 73.50000 5659.50 MULCH | | | SECTION TOTALS | $ 22,880.00| $ 28,740.00| $ 24,024.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6 BRIDGE AT STA 1268+27.00 110 FT SIMPLE SPAN NU1350 GIRDER BRIDGE | | | 0063 0030.60 LUMP| | 40000.00000 40000.00| MOBILIZATION | | | 0064 3050.15 160.800 CY | | 220.00000 35376.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -18 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 3051.10 18855.000 LB | | 0.50000 9427.50| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0066 6000.10 51.000 LS | | 15000.00000 15000.00| ABUTMENT NO.1 EXCAVATION | | | 0067 6000.11 51.000 LS | | 15000.00000 15000.00| ABUTMENT NO.2 EXCAVATION | | | 0068 6005.60 8.000 EACH| | 600.00000 4800.00| ELASTOMERIC BEARING | | | 0069 6010.22 86.200 CY | | 360.00000 31032.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0070 6010.26 200.500 CY | | 300.00000 60150.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0071 6011.11 84.400 LS | | 90000.00000 90000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1268+27 | | | 0072 6040.00 1.000 EACH| | 18000.00000 18000.00| REMOVE STRUCTURE AT STA. 1267+14.72 | | | 0073 6080.00 7275.000 LB | | 2.00000 14550.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0074 6105.02 550.000 TON | | 40.00000 22000.00| ROCK RIPRAP, TYPE B | | | 0075 6131.50 45463.000 LB | | 0.50000 22731.50| EPOXY COATED REINFORCING STEEL | | | 0076 6139.50 98.000 SY | | 40.00000 3920.00| SUBSURFACE DRAINAGE MATTING | | | 0077 6210.50 1440.000 LF | | 22.00000 31680.00| PIPE PILING | | | 0078 6310.00 4171.000 SF | | 12.00000 50052.00| STEEL SHEET PILING | | | 0079 8091.00 520.000 CY | | 20.00000 10400.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 474,119.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6A BRIDGE AT STA 1268+27.00 110 FT SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0080 0030.60 LUMP| 6500.00000 6500.00| | 21544.10000 21544.10 MOBILIZATION | | | 0081 3050.15 160.800 CY | 265.00000 42612.00| | 235.25000 37828.20 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -19 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 3051.10 18855.000 LB | 0.62000 11690.10| | 0.72000 13575.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0083 6000.10 51.000 LS | 4400.00000 4400.00| | 1495.00000 1495.00 ABUTMENT NO.1 EXCAVATION | | | 0084 6000.11 51.000 LS | 4400.00000 4400.00| | 1495.00000 1495.00 ABUTMENT NO.2 EXCAVATION | | | 0085 6005.60 8.000 EACH| 650.00000 5200.00| | 703.23000 5625.84 ELASTOMERIC BEARING | | | 0086 6010.22 86.200 CY | 330.00000 28446.00| | 374.87000 32313.79 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0087 6010.26 193.200 CY | 330.00000 63756.00| | 386.33000 74638.96 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0088 6040.00 1.000 EACH| 5200.00000 5200.00| | 20297.50000 20297.50 REMOVE STRUCTURE AT STA. 1267+14.72 | | | 0089 6071.11 90745.000 LS | 103000.00000 103000.00| | 83720.00000 83720.00 STEEL SUPERSTRUCTURE AT STA. 1268+27.00 | | | 0090 6080.00 7275.000 LB | 3.00000 21825.00| | 1.29000 9384.75 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0091 6105.02 550.000 TON | 48.00000 26400.00| | 46.58000 25619.00 ROCK RIPRAP, TYPE B | | | 0092 6131.50 45291.000 LB | 0.59000 26721.69| | 0.67000 30344.97 EPOXY COATED REINFORCING STEEL | | | 0093 6139.50 92.000 SY | 27.00000 2484.00| | 16.18000 1488.56 SUBSURFACE DRAINAGE MATTING | | | 0094 6210.50 1440.000 LF | 25.00000 36000.00| | 25.52000 36748.80 PIPE PILING | | | 0095 6310.00 4171.000 SF | 13.00000 54223.00| | 13.30000 55474.30 STEEL SHEET PILING | | | 0096 8091.00 520.000 CY | 15.00000 7800.00| | 21.10000 10972.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 450,657.79| $ 0.00| $ 462,566.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6B BRIDGE AT STA. 1740+30 80.0 FT. SPAN NU900 GIRDER BRIDGE | | | 0097 0030.60 LUMP| | | MOBILIZATION | | | 0098 1030.00 180.000 CY | | | EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -20 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 3050.15 159.400 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0100 3051.10 17973.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0101 6000.10 35.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0102 6000.11 35.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0103 6010.22 57.000 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0104 6010.26 90.400 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0105 6011.11 53.500 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1740+30 | | | 0106 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1740+26.7 | | | 0107 6080.00 4080.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0108 6105.02 665.000 TON | | | ROCK RIPRAP, TYPE B | | | 0109 6131.50 27982.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0110 6210.50 1260.000 LF | | | PIPE PILING | | | 0111 6310.00 4275.000 SF | | | STEEL SHEET PILING | | | 0112 8091.00 320.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6C BRIDGE AT STA. 1740+30 80.0 FT. SIMPLE SPAN ROLLED BEAM GIRDER BRIDGE | | | 0113 0030.60 LUMP| 6500.00000 6500.00| 35000.00000 35000.00| 21544.10000 21544.10 MOBILIZATION | | | 0114 1030.00 180.000 CY | 7.50000 1350.00| 6.00000 1080.00| 9.20000 1656.00 EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -21 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 3050.15 159.400 CY | 265.00000 42241.00| 220.00000 35068.00| 236.90000 37761.86 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0116 3051.10 17973.000 LB | 0.59000 10604.07| 0.50000 8986.50| 0.72000 12940.56 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0117 6000.10 35.000 LS | 4400.00000 4400.00| 8000.00000 8000.00| 1495.00000 1495.00 ABUTMENT NO.1 EXCAVATION | | | 0118 6000.11 35.000 LS | 0.44000 0.44| 8000.00000 8000.00| 1495.00000 1495.00 ABUTMENT NO.2 EXCAVATION | | | 0119 6010.22 59.500 CY | 395.00000 23502.50| 360.00000 21420.00| 374.57000 22286.92 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0120 6010.26 89.100 CY | 395.00000 35194.50| 320.00000 28512.00| 385.66000 34362.31 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0121 6040.00 1.000 EACH| 7500.00000 7500.00| 18000.00000 18000.00| 18722.00000 18722.00 REMOVE STRUCTURE AT STA. 1740+26.7 | | | 0122 6071.12 73055.000 LS | 66200.00000 66200.00| 55000.00000 55000.00| 45541.15000 45541.15 STEEL SUPERSTRUCTURE AT STA. 1740+30 | | | 0123 6080.00 4080.000 LB | 2.75000 11220.00| 3.00000 12240.00| 1.05000 4284.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0124 6105.02 665.000 TON | 48.00000 31920.00| 40.00000 26600.00| 46.57000 30969.05 ROCK RIPRAP, TYPE B | | | 0125 6131.50 28096.000 LB | 0.59000 16576.64| 0.50000 14048.00| 0.72000 20229.12 EPOXY COATED REINFORCING STEEL | | | 0126 6210.50 1260.000 LF | 25.00000 31500.00| 22.00000 27720.00| 25.83000 32545.80 PIPE PILING | | | 0127 6310.00 4275.000 SF | 13.00000 55575.00| 12.00000 51300.00| 13.56000 57969.00 STEEL SHEET PILING | | | 0128 8091.00 320.000 CY | 15.00000 4800.00| 20.00000 6400.00| 23.86000 7635.20 GRANULAR BACKFILL | | | SECTION TOTALS | $ 349,084.15| $ 357,374.50| $ 351,437.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6D BRIDGE AT STA. 1813+17 1-82 FT. SIMPLE SPAN NU1100 CONCRETE GIRDER BRIDGE | | | 0129 0030.60 LUMP| | | MOBILIZATION | | | 0130 1010.01 518.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0131 3050.15 159.200 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -22 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 3051.10 17532.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0133 6000.10 35.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0134 6000.11 35.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0135 6010.22 58.300 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0136 6010.26 97.500 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0137 6011.11 58.000 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1813+17 | | | 0138 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1813+17 | | | 0139 6080.00 4620.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0140 6105.02 785.000 TON | | | ROCK RIPRAP, TYPE B | | | 0141 6131.50 26243.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0142 6210.50 1260.000 LF | | | PIPE PILING | | | 0143 6310.00 3017.000 SF | | | STEEL SHEET PILING | | | 0144 8091.00 365.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6E BRIDGE AT STA. 1813+17 1-82 FT. SIMPLE SPAN ROLLELD BEAM GIRDER BRIDGE | | | 0145 0030.60 LUMP| 6500.00000 6500.00| 35000.00000 35000.00| 20394.10000 20394.10 MOBILIZATION | | | 0146 1010.01 518.000 CY | 9.00000 4662.00| 6.00000 3108.00| 8.62000 4465.16 EXCAVATION (ESTABLISHED QUANTITY) | | | 0147 3050.15 159.200 CY | 265.00000 42188.00| 220.00000 35024.00| 237.17000 37757.46 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -23 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 3051.10 17532.000 LB | 0.59000 10343.88| 0.50000 8766.00| 0.73000 12798.36 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0149 6000.10 35.000 LS | 4400.00000 4400.00| 8000.00000 8000.00| 1495.00000 1495.00 ABUTMENT NO.1 EXCAVATION | | | 0150 6000.11 35.000 LS | 4400.00000 4400.00| 8000.00000 8000.00| 1495.00000 1495.00 ABUTMENT NO.2 EXCAVATION | | | 0151 6010.22 53.800 CY | 395.00000 21251.00| 360.00000 19368.00| 375.74000 20214.81 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0152 6010.26 91.800 CY | 395.00000 36261.00| 320.00000 29376.00| 386.57000 35487.13 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0153 6040.00 1.000 EACH| 5200.00000 5200.00| 18000.00000 18000.00| 6175.50000 6175.50 REMOVE STRUCTURE AT STA. 1813+17 | | | 0154 6071.12 82395.000 LS | 68900.00000 68900.00| 60000.00000 60000.00| 48402.35000 48402.35 STEEL SUPERSTRUCTURE AT STA. 1813+17 | | | 0155 6080.00 4620.000 LB | 2.75000 12705.00| 3.00000 13860.00| 1.03000 4758.60 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0156 6105.02 785.000 TON | 48.00000 37680.00| 40.00000 31400.00| 46.57000 36557.45 ROCK RIPRAP, TYPE B | | | 0157 6131.50 26188.000 LB | 0.59000 15450.92| 0.50000 13094.00| 0.72000 18855.36 EPOXY COATED REINFORCING STEEL | | | 0158 6210.50 1260.000 LF | 26.00000 32760.00| 22.00000 27720.00| 25.83000 32545.80 PIPE PILING | | | 0159 6310.00 3017.000 SF | 13.00000 39221.00| 12.00000 36204.00| 13.56000 40910.52 STEEL SHEET PILING | | | 0160 8091.00 365.000 CY | 15.00000 5475.00| 20.00000 7300.00| 22.97000 8384.05 GRANULAR BACKFILL | | | SECTION TOTALS | $ 347,397.80| $ 354,220.00| $ 330,696.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 7 GUARDRAIL | | | 0161 0030.70 LUMP| 2500.00000 2500.00| 1000.00000 1000.00| 1575.00000 1575.00 MOBILIZATION | | | 0162 7011.20 137.500 LF | 13.84000 1903.00| 16.00000 2200.00| 16.80000 2310.00 W-BEAM GUARDRAIL | | | 0163 7020.00 12.000 EACH| 1684.00000 20208.00| 1600.00000 19200.00| 1680.00000 20160.00 BRIDGE APPROACH SECTIONS | | | 0164 7024.27 12.000 EACH| 1382.00000 16584.00| 1400.00000 16800.00| 1470.00000 17640.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 41,195.00| $ 39,200.00| $ 41,685.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -24 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 4 ) 1730 |( 5 ) 0880 |( 6 ) 2853 |WILKE CONTRACTING CORPORATI |CHRISTENSEN BROS., INC. |SIMON CONTRACTORS AND SUBSIDIAR LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 0001.08 1470.000 BDAY| 0.50000 735.00| 0.50000 735.00| 0.50000 735.00 BARRICADE, TYPE II | | | 0166 0001.10 5140.000 BDAY| 2.00000 10280.00| 1.20000 6168.00| 2.30000 11822.00 BARRICADE, TYPE III | | | 0167 0001.90 12130.000 EACH| 0.50000 6065.00| 1.00000 12130.00| 0.58000 7035.40 SIGN DAY | | | 0168 0001.99 1690.000 EACH| 1.00000 1690.00| 1.30000 2197.00| 1.15000 1943.50 CONTRACTOR FURNISHED SIGN DAY | | | 0169 0010.04 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 10350.00000 10350.00 FIELD OFFICE | | | 0170 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0171 0030.00 LUMP| 1250.00000 1250.00| 3000.00000 3000.00| 2645.00000 2645.00 MOBILIZATION | | | SECTION TOTALS | $ 23,820.00| $ 28,030.00| $ 35,330.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,695,542.91| $ 2,707,824.74| $ 2,815,763.75 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -25 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 13000.00000 13000.00| | MOBILIZATION | | | 0002 1000.00 24.000 EACH| 4800.00000 115200.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 427808.000 CY | 0.83000 355080.64| | EXCAVATION | | | 0005 1010.01 2683.000 CY | 1.00000 2683.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 2043.000 MGAL| 14.00000 28602.00| | WATER | | | 0007 1012.00 170.000 EACH| 65.00000 11050.00| | RIGHT-OF-WAY MARKERS | | | 0008 1701.24 376.000 LF | 18.00000 6768.00| | 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0009 4050.01 1930.000 CY | 4.80000 9264.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 7017.00 370.000 LF | 3.00000 1110.00| | REMOVE GUARDRAIL | | | 0011 9110.01 5.000 HOUR| 67.00000 335.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0012 9110.03 5.000 HOUR| 55.00000 275.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0013 9110.06 5.000 HOUR| 65.00000 325.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0014 9110.07 5.000 HOUR| 43.00000 215.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0015 L006.00 34.000 ACRE| 100.00000 3400.00| | COVER CROP SEEDING | | | 0016 L006.50 0.500 ACRE| 850.00000 425.00| | TEMPORARY SEEDING | | | 0017 L020.01 8971.000 SY | 4.05000 36332.55| | EROSION CONTROL, TYPE A | | | 0018 L020.08 5637.000 SY | 4.10000 23111.70| | EROSION CONTROL, TYPE AA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -26 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.09 27755.000 SY | 11.05000 306692.75| | EROSION CONTROL, TYPE AAA | | | 0020 L020.10 16522.000 SY | 1.60000 26435.20| | EROSION CONTROL, TYPE HV | | | 0021 L021.01 96.000 BALE| 18.00000 1728.00| | EROSION CHECKS, TYPE A | | | 0022 L021.06 804.000 BALE| 16.00000 12864.00| | EROSION CHECKS, TYPE HV | | | 0023 L021.11 402.000 BALE| 18.00000 7236.00| | EROSION CHECKS, TYPE ST-A | | | 0024 L021.13 210.000 BALE| 18.00000 3780.00| | EROSION CHECKS, TYPE ST-AA | | | 0025 L021.15 102.000 BALE| 17.50000 1785.00| | EROSION CHECKS, TYPE ST-HV | | | 0026 L021.16 306.000 BALE| 18.50000 5661.00| | EROSION CHECKS, TYPE ST-AAA | | | 0027 L021.21 114.000 BALE| 17.00000 1938.00| | EROSION CHECKS, TYPE AA | | | 0028 L021.22 918.000 BALE| 19.00000 17442.00| | EROSION CHECKS, TYPE AAA | | | 0029 L022.11 10945.000 LF | 1.65000 18059.25| | FABRIC SILT FENCE-LOW POROSITY | | | 0030 L022.12 134.000 LF | 3.50000 469.00| | FABRIC SILT FENCE-HIGH POROSITY | | | 0031 L022.75 4860.000 LF | 6.50000 31590.00| | TEMPORARY SILT CHECK | | | 0032 L032.75 1.000 TON | 200.00000 200.00| | MULCH | | | 0033 P300.24 44.000 LF | 18.00000 792.00| | 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0034 P300.60 207.000 LF | 80.00000 16560.00| | 60" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 1,065,409.09| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 2 AGGREGATES | | | 0035 0030.20 LUMP| 2000.00000 2000.00| | MOBILIZATION | | | 0036 2001.00 7035.000 CY | 8.45000 59445.75| | GRAVEL SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -27 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 2009.10 216.000 STA | 60.00000 12960.00| | GRAVEL EMBEDMENT | | | 0038 9111.00 325.000 MGAL| 11.00000 3575.00| | WATER | | | SECTION TOTALS | $ 77,980.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0039 0030.40 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0040 4050.01 1828.000 CY | 7.50000 13710.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0041 4310.24 6.000 EACH| 175.00000 1050.00| | 24" FLARED-END SECTION | | | 0042 4310.48 2.000 EACH| 775.00000 1550.00| | 48" FLARED-END SECTION | | | 0043 4310.60 4.000 EACH| 995.00000 3980.00| | 60" FLARED-END SECTION | | | 0044 4310.84 4.000 EACH| 1600.00000 6400.00| | 84" FLARED-END SECTION | | | 0045 P255.24 280.000 LF | 27.50000 7700.00| | 24" CULVERT PIPE, TYPE 4 OR 5 | | | 0046 P255.48 169.000 LF | 70.00000 11830.00| | 48" CULVERT PIPE, TYPE 4 OR 5 | | | 0047 P255.60 318.000 LF | 115.00000 36570.00| | 60" CULVERT PIPE, TYPE 4 OR 5 | | | 0048 P255.84 213.000 LF | 165.00000 35145.00| | 84" CULVERT PIPE, TYPE 4 0R 5 | | | 0049 P300.24 67.000 LF | 26.50000 1775.50| | 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 129,710.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 1602+08.61 TWIN 10' X 8' X 136' CONCRETE BOX CULVERT | | | 0050 0030.40 LUMP| 8500.00000 8500.00| | MOBILIZATION | | | 0051 4051.01 105.000 CY | 14.00000 1470.00| | EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -28 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4101.06 382.710 CY | 301.00000 115195.71| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0053 4151.00 29903.000 LB | 0.75000 22427.25| | REINFORCING STEEL FOR BOX CULVERT | | | 0054 6040.00 1.000 EACH| 6000.00000 6000.00| | REMOVE STRUCTURE AT STA. 1602+11 LT | | | SECTION TOTALS | $ 153,592.96| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CONCRETE BOX CULVERT AT STA. 1887+09 TRIPLE 10' X 8' X 90' CONCRETE BOX CULVERT | | | 0055 0030.40 LUMP| 8500.00000 8500.00| | MOBILIZATION | | | 0056 4051.01 52.000 CY | 12.00000 624.00| | EXCAVATION FOR BOX CULVERTS | | | 0057 4101.06 269.450 CY | 339.00000 91343.55| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0058 4151.00 27964.000 LB | 0.75000 20973.00| | REINFORCING STEEL FOR BOX CULVERT | | | 0059 6040.00 1.000 EACH| 6000.00000 6000.00| | REMOVE STRUCTURE AT STA. 1887+13 | | | SECTION TOTALS | $ 127,440.55| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 5 SEEDING | | | 0060 0030.50 LUMP| 1200.00000 1200.00| | MOBILIZATION | | | 0061 L001.01 34.000 ACRE| 580.00000 19720.00| | SEEDING, TYPE A | | | 0062 L032.75 77.000 TON | 72.50000 5582.50| | MULCH | | | SECTION TOTALS | $ 26,502.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6 BRIDGE AT STA 1268+27.00 110 FT SIMPLE SPAN NU1350 GIRDER BRIDGE | | | 0063 0030.60 LUMP| 34000.00000 34000.00| | MOBILIZATION | | | 0064 3050.15 160.800 CY | 240.00000 38592.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -29 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 3051.10 18855.000 LB | 0.78000 14706.90| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0066 6000.10 51.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0067 6000.11 51.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0068 6005.60 8.000 EACH| 560.00000 4480.00| | ELASTOMERIC BEARING | | | 0069 6010.22 86.200 CY | 470.00000 40514.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0070 6010.26 200.500 CY | 330.00000 66165.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0071 6011.11 84.400 LS | 110000.00000 110000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1268+27 | | | 0072 6040.00 1.000 EACH| 28500.00000 28500.00| | REMOVE STRUCTURE AT STA. 1267+14.72 | | | 0073 6080.00 7275.000 LB | 1.50000 10912.50| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0074 6105.02 550.000 TON | 48.00000 26400.00| | ROCK RIPRAP, TYPE B | | | 0075 6131.50 45463.000 LB | 0.80000 36370.40| | EPOXY COATED REINFORCING STEEL | | | 0076 6139.50 98.000 SY | 35.00000 3430.00| | SUBSURFACE DRAINAGE MATTING | | | 0077 6210.50 1440.000 LF | 29.00000 41760.00| | PIPE PILING | | | 0078 6310.00 4171.000 SF | 12.50000 52137.50| | STEEL SHEET PILING | | | 0079 8091.00 520.000 CY | 26.00000 13520.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 533,488.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6A BRIDGE AT STA 1268+27.00 110 FT SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0080 0030.60 LUMP| | | MOBILIZATION | | | 0081 3050.15 160.800 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -30 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 3051.10 18855.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0083 6000.10 51.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0084 6000.11 51.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0085 6005.60 8.000 EACH| | | ELASTOMERIC BEARING | | | 0086 6010.22 86.200 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0087 6010.26 193.200 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0088 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1267+14.72 | | | 0089 6071.11 90745.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 1268+27.00 | | | 0090 6080.00 7275.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0091 6105.02 550.000 TON | | | ROCK RIPRAP, TYPE B | | | 0092 6131.50 45291.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0093 6139.50 92.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0094 6210.50 1440.000 LF | | | PIPE PILING | | | 0095 6310.00 4171.000 SF | | | STEEL SHEET PILING | | | 0096 8091.00 520.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6B BRIDGE AT STA. 1740+30 80.0 FT. SPAN NU900 GIRDER BRIDGE | | | 0097 0030.60 LUMP| 27200.00000 27200.00| | MOBILIZATION | | | 0098 1030.00 180.000 CY | 5.00000 900.00| | EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -31 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 3050.15 159.400 CY | 240.00000 38256.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0100 3051.10 17973.000 LB | 0.80000 14378.40| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0101 6000.10 35.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0102 6000.11 35.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0103 6010.22 57.000 CY | 470.00000 26790.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0104 6010.26 90.400 CY | 330.00000 29832.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0105 6011.11 53.500 LS | 58000.00000 58000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1740+30 | | | 0106 6040.00 1.000 EACH| 22000.00000 22000.00| | REMOVE STRUCTURE AT STA. 1740+26.7 | | | 0107 6080.00 4080.000 LB | 1.50000 6120.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0108 6105.02 665.000 TON | 48.00000 31920.00| | ROCK RIPRAP, TYPE B | | | 0109 6131.50 27982.000 LB | 0.79000 22105.78| | EPOXY COATED REINFORCING STEEL | | | 0110 6210.50 1260.000 LF | 29.00000 36540.00| | PIPE PILING | | | 0111 6310.00 4275.000 SF | 12.50000 53437.50| | STEEL SHEET PILING | | | 0112 8091.00 320.000 CY | 28.00000 8960.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 388,439.68| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6C BRIDGE AT STA. 1740+30 80.0 FT. SIMPLE SPAN ROLLED BEAM GIRDER BRIDGE | | | 0113 0030.60 LUMP| | | MOBILIZATION | | | 0114 1030.00 180.000 CY | | | EARTHWORK MEASURED IN EMBANKMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -32 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 3050.15 159.400 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0116 3051.10 17973.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0117 6000.10 35.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0118 6000.11 35.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0119 6010.22 59.500 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0120 6010.26 89.100 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0121 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1740+26.7 | | | 0122 6071.12 73055.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 1740+30 | | | 0123 6080.00 4080.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0124 6105.02 665.000 TON | | | ROCK RIPRAP, TYPE B | | | 0125 6131.50 28096.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0126 6210.50 1260.000 LF | | | PIPE PILING | | | 0127 6310.00 4275.000 SF | | | STEEL SHEET PILING | | | 0128 8091.00 320.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6D BRIDGE AT STA. 1813+17 1-82 FT. SIMPLE SPAN NU1100 CONCRETE GIRDER BRIDGE | | | 0129 0030.60 LUMP| 30000.00000 30000.00| | MOBILIZATION | | | 0130 1010.01 518.000 CY | 5.00000 2590.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0131 3050.15 159.200 CY | 240.00000 38208.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -33 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 3051.10 17532.000 LB | 0.78000 13674.96| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0133 6000.10 35.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0134 6000.11 35.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0135 6010.22 58.300 CY | 470.00000 27401.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0136 6010.26 97.500 CY | 340.00000 33150.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0137 6011.11 58.000 LS | 60000.00000 60000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1813+17 | | | 0138 6040.00 1.000 EACH| 22000.00000 22000.00| | REMOVE STRUCTURE AT STA. 1813+17 | | | 0139 6080.00 4620.000 LB | 1.55000 7161.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0140 6105.02 785.000 TON | 48.00000 37680.00| | ROCK RIPRAP, TYPE B | | | 0141 6131.50 26243.000 LB | 0.79000 20731.97| | EPOXY COATED REINFORCING STEEL | | | 0142 6210.50 1260.000 LF | 29.00000 36540.00| | PIPE PILING | | | 0143 6310.00 3017.000 SF | 12.80000 38617.60| | STEEL SHEET PILING | | | 0144 8091.00 365.000 CY | 26.00000 9490.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 389,244.53| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6E BRIDGE AT STA. 1813+17 1-82 FT. SIMPLE SPAN ROLLELD BEAM GIRDER BRIDGE | | | 0145 0030.60 LUMP| | | MOBILIZATION | | | 0146 1010.01 518.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0147 3050.15 159.200 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -34 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 3051.10 17532.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0149 6000.10 35.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0150 6000.11 35.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0151 6010.22 53.800 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0152 6010.26 91.800 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0153 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1813+17 | | | 0154 6071.12 82395.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 1813+17 | | | 0155 6080.00 4620.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0156 6105.02 785.000 TON | | | ROCK RIPRAP, TYPE B | | | 0157 6131.50 26188.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0158 6210.50 1260.000 LF | | | PIPE PILING | | | 0159 6310.00 3017.000 SF | | | STEEL SHEET PILING | | | 0160 8091.00 365.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 7 GUARDRAIL | | | 0161 0030.70 LUMP| 1000.00000 1000.00| | MOBILIZATION | | | 0162 7011.20 137.500 LF | 16.00000 2200.00| | W-BEAM GUARDRAIL | | | 0163 7020.00 12.000 EACH| 1600.00000 19200.00| | BRIDGE APPROACH SECTIONS | | | 0164 7024.27 12.000 EACH| 1400.00000 16800.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 39,200.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F10 -35 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 7949 COUNTIES : FRONTIER GOSPER LETTING DATE : 05/22/03 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 7 ) 2017 |( ) |( ) |BRB CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 0001.08 1470.000 BDAY| 0.50000 735.00| | BARRICADE, TYPE II | | | 0166 0001.10 5140.000 BDAY| 2.00000 10280.00| | BARRICADE, TYPE III | | | 0167 0001.90 12130.000 EACH| 0.50000 6065.00| | SIGN DAY | | | 0168 0001.99 1690.000 EACH| 1.00000 1690.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0169 0010.04 1.000 EACH| 3400.00000 3400.00| | FIELD OFFICE | | | 0170 0020.00 1000.000 HOUR| 0.80000 800.00| | TRAINING | | | 0171 0030.00 LUMP| 0.00000 0.00| | MOBILIZATION | | | SECTION TOTALS | $ 22,970.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,953,978.86| $ 0.00| $ ====================================================================================================================================
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