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03/05/2004
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March 4, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : 2 VENDOR RANKING CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7022(11) ON A COUNTY ROAD SOUTH OF HOMER. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE 1742 ACCEPTED IN THIS LETTING IS LIMITED TO $535,000.00 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0880 CHRISTENSEN BROS., INC. $ 477,326.99 100.0000% 2 0774 DIXON CONSTRUCTION CO. $ 489,133.61 102.4735% 3 0810 ELK HORN CONSTRUCTION CO. $ 497,306.74 104.1858% 4 1742 HERBST CONSTRUCTION, INC. $ 534,257.81 111.9270% 5 0463 GRAVES CONSTRUCTION CO., INC. $ 603,991.03 126.5361% 6 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 609,042.47 127.5944% NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -3 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0774 |( 3 ) 0810 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |ELK HORN 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| 5000.00000 5000.00| 5000.00000 5000.00| 4900.00000 4900.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 150.00000 150.00| 1000.00000 1000.00| 150.00000 150.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 1800.00000 1800.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 3150.000 m3 | 3.20000 10080.00| 3.00000 9450.00| 3.13000 9859.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 75.000 kL | 2.00000 150.00| 2.00000 150.00| 2.00000 150.00 WATER | | | 0006 1102.00 1272.200 m2 | 2.65000 3371.33| 4.80000 6106.56| 2.62000 3333.16 REMOVE ASPHALT SURFACE | | | 0007 1143.00 13.700 m | 21.00000 287.70| 20.00000 274.00| 20.80000 284.96 REMOVE DRIVEWAY CULVERT PIPE | | | 0008 1320.24 13.000 m | 74.00000 962.00| 91.81000 1193.53| 73.25000 952.25 600 mm CORRUGATED METAL PIPE FOR | | | DRIVEWAY CULVERT PIPE | | | 0009 L006.00 1.000 ha | 300.00000 300.00| 1000.00000 1000.00| 300.00000 300.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 22,301.03| $ 27,174.09| $ 21,729.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4A WATER MAIN CONSTRUCTION | | | 0010 0030.40 LUMP| 1300.00000 1300.00| 4000.00000 4000.00| 2000.00000 2000.00 MOBILIZATION | | | 0011 4796.10 1.000 EACH| 54.00000 54.00| 20.00000 20.00| 45.00000 45.00 50 mm P.V.C. PLUG | | | 0012 4796.11 1.000 EACH| 57.00000 57.00| 20.00000 20.00| 50.00000 50.00 63 mm P.V.C. PLUG | | | 0013 W175.01 2.000 EACH| 231.00000 462.00| 100.00000 200.00| 105.00000 210.00 25 mm CORPORATION STOP AND CAP | | | 0014 W205.02 43.000 m | 34.00000 1462.00| 30.00000 1290.00| 39.50000 1698.50 50 mm WATER MAIN PIPE | | | 0015 W205.03 34.000 m | 35.00000 1190.00| 32.00000 1088.00| 40.50000 1377.00 63 mm WATER MAIN PIPE | | | 0016 W205.50 2.000 EACH| 500.00000 1000.00| 125.00000 250.00| 135.00000 270.00 ADOPTER FITTING 100 mm HDPE TO 75 mm PV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -4 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0774 |( 3 ) 0810 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 W208.00 1.000 EACH| 77.00000 77.00| 50.00000 50.00| 75.00000 75.00 50 mm X 25 mm SADDLE FOR PVC WATER LINE | | | 0018 W208.01 1.000 EACH| 83.00000 83.00| 60.00000 60.00| 80.00000 80.00 63 mm X 25 mm SADDLE FOR PVC WATER LINE | | | 0019 W219.62 1.000 EACH| 518.00000 518.00| 500.00000 500.00| 425.00000 425.00 50 mm GATE VALVE AND BOX | | | 0020 W219.65 1.000 EACH| 671.00000 671.00| 550.00000 550.00| 475.00000 475.00 75 mm GATE VALVE AND BOX | | | 0021 W356.03 2.000 EACH| 175.00000 350.00| 45.00000 90.00| 140.00000 280.00 75 mm X 75 mm TEE | | | 0022 W357.15 1.000 EACH| 147.00000 147.00| 30.00000 30.00| 125.00000 125.00 75 mm - 90 DEGREE BEND | | | 0023 W358.07 1.000 EACH| 140.00000 140.00| 45.00000 45.00| 140.00000 140.00 75 mm X 50 mm REDUCER | | | 0024 W358.08 1.000 EACH| 144.00000 144.00| 45.00000 45.00| 145.00000 145.00 75 mm X 63 mm REDUCER | | | 0025 W800.97 72.000 m | 80.00000 5760.00| 115.00000 8280.00| 120.50000 8676.00 BORING 100 mm WATER MAIN | | | SECTION TOTALS | $ 13,415.00| $ 16,518.00| $ 16,071.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 6+93 33.0 M SPAN CONTINOUS STEEL GIRDER BRIDGE | | | 0026 0030.60 LUMP| 34000.00000 34000.00| 37000.00000 37000.00| 36000.00000 36000.00 MOBILIZATION | | | 0027 6000.10 5.000 LS | 8000.00000 8000.00| 7500.00000 7500.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0028 6000.11 5.000 LS | 8000.00000 8000.00| 7500.00000 7500.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0029 6005.78 4.000 EACH| 950.00000 3800.00| 978.00000 3912.00| 650.00000 2600.00 EXPANSION BEARING, TFE TYPE | | | 0030 6005.83 4.000 EACH| 850.00000 3400.00| 779.00000 3116.00| 550.00000 2200.00 FIXED BEARING | | | 0031 6010.22 18.800 m3 | 540.00000 10152.00| 589.50000 11082.60| 650.00000 12220.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0032 6010.26 94.100 m3 | 350.00000 32935.00| 458.50000 43144.85| 550.00000 51755.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0033 6020.00 10942.000 kg | 1.20000 13130.40| 1.21000 13239.82| 1.30000 14224.60 REINFORCING STEEL FOR BRIDGE | | | 0034 6040.00 1.000 EACH| 28000.00000 28000.00| 17000.00000 17000.00| 20000.00000 20000.00 REMOVE STRUCTURE AT STA. 6+90.47 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -5 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0774 |( 3 ) 0810 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 6071.11 37870.000 LS | 98000.00000 98000.00| 95000.00000 95000.00| 93000.00000 93000.00 STEEL SUPERSTRUCTURE AT STA. 6+93 | | | 0036 6080.00 1238.000 kg | 4.00000 4952.00| 4.40000 5447.20| 5.00000 6190.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0037 6105.02 641.000 Mg | 28.00000 17948.00| 30.00000 19230.00| 26.00000 16666.00 ROCK RIPRAP, TYPE B | | | 0038 6210.14 536.800 m | 72.00000 38649.60| 72.16000 38735.49| 83.00000 44554.40 HP 310 mm X 79 kg STEEL PILING | | | 0039 6310.00 311.500 m2 | 155.00000 48282.50| 129.12000 40220.88| 160.00000 49840.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 349,249.50| $ 342,128.84| $ 359,250.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0040 0030.70 LUMP| 500.00000 500.00| 750.00000 750.00| 795.00000 795.00 MOBILIZATION | | | 0041 7020.00 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| 1500.00000 3000.00 BRIDGE APPROACH SECTIONS | | | 0042 7021.47 2.000 EACH| 1300.00000 2600.00| 1500.00000 3000.00| 1250.00000 2500.00 MELT | | | SECTION TOTALS | $ 6,100.00| $ 7,750.00| $ 6,295.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 9 BITUMINOUS | | | 0043 0002.55 3.460 StaM| 30.00000 103.80| 30.00000 103.80| 30.00000 103.80 OVERLAY BROKEN LINES | | | 0044 0002.76 380.000 m | 3.00000 1140.00| 3.00000 1140.00| 3.00000 1140.00 PERMANENT PAVEMENT MARKING PAINT | | | 0045 0030.90 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 6000.00000 6000.00 MOBILIZATION | | | 0046 2020.00 21.000 m2 | 16.00000 336.00| 16.60000 348.60| 20.00000 420.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0047 2021.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 MAILBOX POST | | | 0048 4043.00 16.200 m | 30.00000 486.00| 20.00000 324.00| 30.00000 486.00 REMOVE CULVERT PIPE | | | 0049 4050.01 88.600 m3 | 3.50000 310.10| 5.57000 493.50| 6.00000 531.60 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -6 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0774 |( 3 ) 0810 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 4350.36 14.000 m | 130.00000 1820.00| 164.00000 2296.00| 110.00000 1540.00 900 mm CORRUGATED METAL PIPE | | | 0051 4360.36 2.000 EACH| 400.00000 800.00| 510.09000 1020.18| 500.00000 1000.00 900 mm METAL FLARED-END SECTION | | | 0052 9005.51 890.000 Mg | 51.00000 45390.00| 55.00000 48950.00| 53.75000 47837.50 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(12 | | | 5) | | | 0053 9009.00 268.000 m2 | 22.00000 5896.00| 27.00000 7236.00| 10.25000 2747.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0054 9021.01 48.060 Mg | 255.00000 12255.30| 253.65000 12190.42| 230.00000 11053.80 PERFORMANCE GRADED BINDER (64-22) | | | 0055 9034.00 268.000 m2 | 3.00000 804.00| 3.00000 804.00| 3.00000 804.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0056 9053.00 590.000 L | 0.55000 324.50| 0.55000 324.50| 0.35000 206.50 TACK COAT | | | 0057 9111.00 53.000 kL | 2.00000 106.00| 2.00000 106.00| 2.00000 106.00 WATER | | | 0058 9170.00 6.928 StaM| 420.00000 2909.76| 328.00000 2272.38| 418.50000 2899.37 EARTH SHOULDER CONSTRUCTION | | | 0059 9173.20 2287.000 m2 | 1.00000 2287.00| 2.00000 4574.00| 2.50000 5717.50 SUBGRADE PREPARATION | | | SECTION TOTALS | $ 77,068.46| $ 86,283.38| $ 82,693.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0060 0001.10 1872.000 BDAY| 1.00000 1872.00| 0.90000 1684.80| 0.90000 1684.80 BARRICADE, TYPE III | | | 0061 0001.90 2223.000 EACH| 0.60000 1333.80| 0.50000 1111.50| 0.50000 1111.50 SIGN DAY | | | 0062 0001.99 702.000 EACH| 0.60000 421.20| 0.50000 351.00| 0.50000 351.00 CONTRACTOR FURNISHED SIGN DAY | | | 0063 0030.10 LUMP| 800.00000 800.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0064 9110.01 10.000 HOUR| 50.00000 500.00| 80.00000 800.00| 75.00000 750.00 RENTAL OF LOADER, FULLY OPERATED | | | 0065 9110.03 10.000 HOUR| 40.00000 400.00| 65.00000 650.00| 50.00000 500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -7 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0774 |( 3 ) 0810 |CHRISTENSEN BROS., INC. |DIXON CONSTRUCTION CO. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 9110.06 10.000 HOUR| 60.00000 600.00| 80.00000 800.00| 90.00000 900.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0067 9110.07 10.000 HOUR| 40.00000 400.00| 55.00000 550.00| 60.00000 600.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0068 L022.90 100.000 m | 15.00000 1500.00| 10.00000 1000.00| 20.00000 2000.00 TEMPORARY SILT FENCE | | | 0069 L022.91 56.000 BALE| 11.00000 616.00| 15.00000 840.00| 20.00000 1120.00 TEMPORARY BALE CHECK | | | 0070 L022.92 50.000 m | 15.00000 750.00| 9.84000 492.00| 25.00000 1250.00 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 9,193.00| $ 9,279.30| $ 11,267.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 477,326.99| $ 489,133.61| $ 497,306.74 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -8 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0463 |( 6 ) 1416 |HERBST CONSTRUCTION, INC. |GRAVES CONSTRUCTION CO., IN |LUXA CONSTRUCTION COMPANY, INCO 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| 5500.00000 5500.00| 15000.00000 15000.00| 1665.00000 1665.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 166.50000 166.50 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1800.00000 1800.00| 1800.00000 1800.00| 1998.00000 1998.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 3150.000 m3 | 3.50000 11025.00| 3.22000 10143.00| 3.47000 10930.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 75.000 kL | 2.00000 150.00| 2.00000 150.00| 2.00000 150.00 WATER | | | 0006 1102.00 1272.200 m2 | 2.62000 3333.16| 2.70000 3434.94| 2.91000 3702.10 REMOVE ASPHALT SURFACE | | | 0007 1143.00 13.700 m | 20.80000 284.96| 21.42000 293.45| 23.09000 316.33 REMOVE DRIVEWAY CULVERT PIPE | | | 0008 1320.24 13.000 m | 73.25000 952.25| 75.45000 980.85| 81.31000 1057.03 600 mm CORRUGATED METAL PIPE FOR | | | DRIVEWAY CULVERT PIPE | | | 0009 L006.00 1.000 ha | 300.00000 300.00| 300.00000 300.00| 333.00000 333.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 23,495.37| $ 32,252.24| $ 20,318.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4A WATER MAIN CONSTRUCTION | | | 0010 0030.40 LUMP| 1345.00000 1345.00| 6000.00000 6000.00| 1453.00000 1453.00 MOBILIZATION | | | 0011 4796.10 1.000 EACH| 54.00000 54.00| 55.62000 55.62| 59.94000 59.94 50 mm P.V.C. PLUG | | | 0012 4796.11 1.000 EACH| 57.00000 57.00| 58.71000 58.71| 63.27000 63.27 63 mm P.V.C. PLUG | | | 0013 W175.01 2.000 EACH| 231.00000 462.00| 238.00000 476.00| 256.41000 512.82 25 mm CORPORATION STOP AND CAP | | | 0014 W205.02 43.000 m | 34.00000 1462.00| 35.02000 1505.86| 37.74000 1622.82 50 mm WATER MAIN PIPE | | | 0015 W205.03 34.000 m | 35.00000 1190.00| 36.05000 1225.70| 38.85000 1320.90 63 mm WATER MAIN PIPE | | | 0016 W205.50 2.000 EACH| 500.00000 1000.00| 515.00000 1030.00| 555.00000 1110.00 ADOPTER FITTING 100 mm HDPE TO 75 mm PV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -9 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0463 |( 6 ) 1416 |HERBST CONSTRUCTION, INC. |GRAVES CONSTRUCTION CO., IN |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 W208.00 1.000 EACH| 77.00000 77.00| 79.31000 79.31| 85.47000 85.47 50 mm X 25 mm SADDLE FOR PVC WATER LINE | | | 0018 W208.01 1.000 EACH| 83.00000 83.00| 85.49000 85.49| 92.13000 92.13 63 mm X 25 mm SADDLE FOR PVC WATER LINE | | | 0019 W219.62 1.000 EACH| 518.00000 518.00| 533.54000 533.54| 574.98000 574.98 50 mm GATE VALVE AND BOX | | | 0020 W219.65 1.000 EACH| 671.00000 671.00| 691.13000 691.13| 744.81000 744.81 75 mm GATE VALVE AND BOX | | | 0021 W356.03 2.000 EACH| 175.00000 350.00| 180.25000 360.50| 194.25000 388.50 75 mm X 75 mm TEE | | | 0022 W357.15 1.000 EACH| 147.00000 147.00| 151.14000 151.14| 163.17000 163.17 75 mm - 90 DEGREE BEND | | | 0023 W358.07 1.000 EACH| 140.00000 140.00| 144.20000 144.20| 155.40000 155.40 75 mm X 50 mm REDUCER | | | 0024 W358.08 1.000 EACH| 144.00000 144.00| 148.32000 148.32| 159.84000 159.84 75 mm X 63 mm REDUCER | | | 0025 W800.97 72.000 m | 80.00000 5760.00| 82.40000 5932.80| 88.80000 6393.60 BORING 100 mm WATER MAIN | | | SECTION TOTALS | $ 13,460.00| $ 18,478.32| $ 14,900.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 6+93 33.0 M SPAN CONTINOUS STEEL GIRDER BRIDGE | | | 0026 0030.60 LUMP| 40000.00000 40000.00| 54000.00000 54000.00| 36423.78000 36423.78 MOBILIZATION | | | 0027 6000.10 5.000 LS | 9000.00000 9000.00| 7700.00000 7700.00| 1651.12000 1651.12 ABUTMENT NO.1 EXCAVATION | | | 0028 6000.11 5.000 LS | 9000.00000 9000.00| 7700.00000 7700.00| 1651.12000 1651.12 ABUTMENT NO.2 EXCAVATION | | | 0029 6005.78 4.000 EACH| 950.00000 3800.00| 850.00000 3400.00| 527.78000 2111.12 EXPANSION BEARING, TFE TYPE | | | 0030 6005.83 4.000 EACH| 950.00000 3800.00| 750.00000 3000.00| 417.89000 1671.56 FIXED BEARING | | | 0031 6010.22 18.800 m3 | 700.00000 13160.00| 700.00000 13160.00| 799.30000 15026.84 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0032 6010.26 94.100 m3 | 525.00000 49402.50| 680.00000 63988.00| 800.90000 75364.69 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0033 6020.00 10942.000 kg | 1.65000 18054.30| 1.23000 13458.66| 1.43000 15647.06 REINFORCING STEEL FOR BRIDGE | | | 0034 6040.00 1.000 EACH| 16000.00000 16000.00| 24000.00000 24000.00| 33719.60000 33719.60 REMOVE STRUCTURE AT STA. 6+90.47 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -10 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0463 |( 6 ) 1416 |HERBST CONSTRUCTION, INC. |GRAVES CONSTRUCTION CO., IN |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 6071.11 37870.000 LS | 109500.00000 109500.00| 111525.00000 111525.00| 120419.83000 120419.83 STEEL SUPERSTRUCTURE AT STA. 6+93 | | | 0036 6080.00 1238.000 kg | 5.50000 6809.00| 7.00000 8666.00| 8.45000 10461.10 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0037 6105.02 641.000 Mg | 30.00000 19230.00| 25.00000 16025.00| 27.89000 17877.49 ROCK RIPRAP, TYPE B | | | 0038 6210.14 536.800 m | 93.00000 49922.40| 98.00000 52606.40| 99.56000 53443.81 HP 310 mm X 79 kg STEEL PILING | | | 0039 6310.00 311.500 m2 | 160.00000 49840.00| 172.00000 53578.00| 244.03000 76015.35 STEEL SHEET PILING | | | SECTION TOTALS | $ 397,518.20| $ 432,807.06| $ 461,484.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0040 0030.70 LUMP| 450.00000 450.00| 7000.00000 7000.00| 549.45000 549.45 MOBILIZATION | | | 0041 7020.00 2.000 EACH| 1500.00000 3000.00| 1545.00000 3090.00| 1665.00000 3330.00 BRIDGE APPROACH SECTIONS | | | 0042 7021.47 2.000 EACH| 1250.00000 2500.00| 1288.00000 2576.00| 1387.50000 2775.00 MELT | | | SECTION TOTALS | $ 5,950.00| $ 12,666.00| $ 6,654.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 9 BITUMINOUS | | | 0043 0002.55 3.460 StaM| 30.00000 103.80| 30.00000 103.80| 33.30000 115.22 OVERLAY BROKEN LINES | | | 0044 0002.76 380.000 m | 3.00000 1140.00| 3.00000 1140.00| 3.33000 1265.40 PERMANENT PAVEMENT MARKING PAINT | | | 0045 0030.90 LUMP| 8000.00000 8000.00| 12500.00000 12500.00| 8083.56000 8083.56 MOBILIZATION | | | 0046 2020.00 21.000 m2 | 12.00000 252.00| 15.97000 335.37| 18.05000 379.05 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0047 2021.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 111.00000 111.00 MAILBOX POST | | | 0048 4043.00 16.200 m | 29.63000 480.01| 20.60000 333.72| 22.20000 359.64 REMOVE CULVERT PIPE | | | 0049 4050.01 88.600 m3 | 3.42000 303.01| 10.30000 912.58| 11.10000 983.46 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -11 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0463 |( 6 ) 1416 |HERBST CONSTRUCTION, INC. |GRAVES CONSTRUCTION CO., IN |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 4350.36 14.000 m | 127.50000 1785.00| 175.10000 2451.40| 188.70000 2641.80 900 mm CORRUGATED METAL PIPE | | | 0051 4360.36 2.000 EACH| 395.00000 790.00| 638.60000 1277.20| 688.20000 1376.40 900 mm METAL FLARED-END SECTION | | | 0052 9005.51 890.000 Mg | 50.70000 45123.00| 56.44000 50231.60| 59.66000 53097.40 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(12 | | | 5) | | | 0053 9009.00 268.000 m2 | 21.55000 5775.40| 29.36000 7868.48| 11.38000 3049.84 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0054 9021.01 48.060 Mg | 253.65000 12190.42| 219.13000 10531.39| 255.30000 12269.72 PERFORMANCE GRADED BINDER (64-22) | | | 0055 9034.00 268.000 m2 | 3.00000 804.00| 2.58000 691.44| 5.19000 1390.92 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0056 9053.00 590.000 L | 0.55000 324.50| 0.34000 200.60| 0.39000 230.10 TACK COAT | | | 0057 9111.00 53.000 kL | 8.00000 424.00| 10.00000 530.00| 6.12000 324.36 WATER | | | 0058 9170.00 6.928 StaM| 450.00000 3117.60| 431.06000 2986.38| 464.67000 3219.23 EARTH SHOULDER CONSTRUCTION | | | 0059 9173.20 2287.000 m2 | 1.00000 2287.00| 2.27000 5191.49| 2.02000 4619.74 SUBGRADE PREPARATION | | | SECTION TOTALS | $ 82,999.74| $ 97,385.45| $ 93,516.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0060 0001.10 1872.000 BDAY| 1.00000 1872.00| 0.93000 1740.96| 1.00000 1872.00 BARRICADE, TYPE III | | | 0061 0001.90 2223.000 EACH| 0.50000 1111.50| 0.52000 1155.96| 0.56000 1244.88 SIGN DAY | | | 0062 0001.99 702.000 EACH| 0.50000 351.00| 0.52000 365.04| 0.56000 393.12 CONTRACTOR FURNISHED SIGN DAY | | | 0063 0030.10 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 555.00000 555.00 MOBILIZATION | | | 0064 9110.01 10.000 HOUR| 65.00000 650.00| 65.00000 650.00| 95.95000 959.50 RENTAL OF LOADER, FULLY OPERATED | | | 0065 9110.03 10.000 HOUR| 50.00000 500.00| 60.00000 600.00| 74.19000 741.90 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 03/04/04 PAGE : F10 -12 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 3216 COUNTIES : DAKOTA LETTING DATE : 03/04/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0463 |( 6 ) 1416 |HERBST CONSTRUCTION, INC. |GRAVES CONSTRUCTION CO., IN |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 9110.06 10.000 HOUR| 95.00000 950.00| 85.00000 850.00| 112.60000 1126.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0067 9110.07 10.000 HOUR| 50.00000 500.00| 45.00000 450.00| 85.25000 852.50 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0068 L022.90 100.000 m | 20.00000 2000.00| 15.00000 1500.00| 22.20000 2220.00 TEMPORARY SILT FENCE | | | 0069 L022.91 56.000 BALE| 25.00000 1400.00| 15.00000 840.00| 22.20000 1243.20 TEMPORARY BALE CHECK | | | 0070 L022.92 50.000 m | 10.00000 500.00| 25.00000 1250.00| 19.19000 959.50 TEMPORARY EARTH CHECK | | | SECTION TOTALS | $ 10,834.50| $ 10,401.96| $ 12,167.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 534,257.81| $ 603,991.03| $ 609,042.47 ====================================================================================================================================
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