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Last Updated:
10/10/2003
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October 9, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : 2 VENDOR RANKING CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7066(22) ON A COUNTY ROAD NORTHWEST OF NEBRASKA CITY. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. 2860 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 2860 THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 415,480.48 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 422,921.65 101.7910% 3 1742 HERBST CONSTRUCTION, INC. $ 447,608.98 107.7329% 4 2817 MCC, LLC $ 462,725.62 111.3712% 5 0774 DIXON CONSTRUCTION CO. $ 470,653.75 113.2794% 6 1809 CAPITAL CONTRACTORS, INC. $ 504,828.53 121.5048% 7 2860 COMMERCIAL CONSTRUCTION, INC. $ 545,756.23 131.3554% 8 0137 JUDDS BROS. CONSTRUCTION CO. $ 553,895.28 133.3144% 9 2017 BRB CONTRACTORS, INC. $ 557,842.41 134.2644% NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -3 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 1742 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 7500.00000 7500.00 MOBILIZATION | | | 0002 1000.00 58.000 EACH| 70.00000 4060.00| 70.00000 4060.00| 70.00000 4060.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 13262.000 m3 | 2.27000 30104.74| 2.27000 30104.74| 2.27000 30104.74 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 118.000 kL | 2.00000 236.00| 2.00000 236.00| 2.00000 236.00 WATER | | | 0006 1300.24 9.000 m | 83.81000 754.29| 83.81000 754.29| 83.81000 754.29 600 mm DRIVEWAY CULVERT PIPE | | | 0007 2009.51 4.106 StaM| 303.00000 1244.12| 303.00000 1244.12| 303.00000 1244.12 CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 342.000 Mg | 23.00000 7866.00| 23.00000 7866.00| 23.00000 7866.00 CRUSHED ROCK SURFACE COURSE | | | 0009 2020.00 24.000 m2 | 40.00000 960.00| 40.00000 960.00| 40.00000 960.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0010 2021.00 1.000 EACH| 50.00000 50.00| 200.00000 200.00| 100.00000 100.00 MAILBOX POST | | | 0011 4043.00 13.000 m | 2.40000 31.20| 2.40000 31.20| 58.64000 762.32 REMOVE CULVERT PIPE | | | 0012 4050.01 97.000 m3 | 17.50000 1697.50| 17.50000 1697.50| 34.68000 3363.96 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4300.24 46.200 m | 75.81000 3502.42| 75.81000 3502.42| 99.17000 4581.65 600 mm CULVERT PIPE | | | 0014 4300.42 24.100 m | 208.10000 5015.21| 208.10000 5015.21| 196.06000 4725.05 1050 mm CULVERT PIPE | | | 0015 4310.24 3.000 EACH| 282.59000 847.77| 282.59000 847.77| 265.92000 797.76 600 mm FLARED-END SECTION | | | 0016 4310.42 1.000 EACH| 1466.54000 1466.54| 1466.54000 1466.54| 675.84000 675.84 1050 mm FLARED-END SECTION | | | 0017 L001.01 3.000 ha | 1676.00000 5028.00| 1676.00000 5028.00| 1500.00000 4500.00 SEEDING, TYPE A | | | 0018 L006.00 3.000 ha | 541.00000 1623.00| 541.00000 1623.00| 150.00000 450.00 COVER CROP SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -4 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 1742 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L032.75 15.000 Mg | 90.00000 1350.00| 90.00000 1350.00| 100.00000 1500.00 MULCH | | | SECTION TOTALS | $ 72,836.79| $ 72,986.79| $ 78,181.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 9+68.36 2-12.65 & 1-12.8 m SPANS, PRESTRESSED TWIN TEE BRIDGE | | | 0020 0030.60 LUMP| 20000.00000 20000.00| 32000.00000 32000.00| 22000.00000 22000.00 MOBILIZATION | | | 0021 1043.50 1106.000 m2 | 2.39000 2643.34| 2.50000 2765.00| 2.50000 2765.00 RIPRAP FILTER FABRIC | | | 0022 6000.10 75.000 LS | 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0023 6000.11 75.000 LS | 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0024 6001.50 35.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 BENT NO.1 EXCAVATION | | | 0025 6001.51 35.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 BENT NO.2 EXCAVATION | | | 0026 6010.22 219.900 m3 | 366.23000 80533.98| 400.00000 87960.00| 400.00000 87960.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0027 6010.26 76.100 m3 | 444.73000 33843.95| 450.00000 34245.00| 425.00000 32342.50 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0028 6011.11 57.800 LS | 57000.00000 57000.00| 55000.00000 55000.00| 70000.00000 70000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 9+68.36 | | | 0029 6020.00 13970.000 kg | 1.32000 18440.40| 1.05000 14668.50| 0.95000 13271.50 REINFORCING STEEL FOR BRIDGE | | | 0030 6040.00 1.000 EACH| 10000.00000 10000.00| 15000.00000 15000.00| 18000.00000 18000.00 REMOVE STRUCTURE AT STA. 9+67.03 | | | 0031 6080.00 1120.000 kg | 5.51000 6171.20| 4.50000 5040.00| 5.00000 5600.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6105.02 1000.000 Mg | 28.65000 28650.00| 23.75000 23750.00| 27.00000 27000.00 ROCK RIPRAP, TYPE B | | | 0033 6210.12 835.600 m | 65.62000 54832.07| 52.50000 43869.00| 65.00000 54314.00 HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 326,114.94| $ 332,297.50| $ 351,253.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -5 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0810 |( 3 ) 1742 |WEBB CONTRACTOR, INC./L. J. |ELK HORN CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 0030.70 LUMP| 571.00000 571.00| 250.00000 250.00| 500.00000 500.00 MOBILIZATION | | | 0035 7011.20 95.250 m | 36.00000 3429.00| 46.64000 4442.46| 47.00000 4476.75 W-BEAM GUARDRAIL | | | 0036 7020.00 4.000 EACH| 1000.00000 4000.00| 1127.50000 4510.00| 1150.00000 4600.00 BRIDGE APPROACH SECTIONS | | | 0037 7021.47 4.000 EACH| 1000.00000 4000.00| 1137.60000 4550.40| 1150.00000 4600.00 MELT | | | SECTION TOTALS | $ 12,000.00| $ 13,752.86| $ 14,176.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0038 0001.10 1740.000 BDAY| 1.25000 2175.00| 1.30000 2262.00| 1.25000 2175.00 BARRICADE, TYPE III | | | 0039 0001.90 1885.000 EACH| 0.75000 1413.75| 0.50000 942.50| 0.50000 942.50 SIGN DAY | | | 0040 0001.99 580.000 EACH| 1.00000 580.00| 1.00000 580.00| 1.00000 580.00 CONTRACTOR FURNISHED SIGN DAY | | | 0041 0030.00 LUMP| 360.00000 360.00| 100.00000 100.00| 300.00000 300.00 MOBILIZATION | | | SECTION TOTALS | $ 4,528.75| $ 3,884.50| $ 3,997.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 415,480.48| $ 422,921.65| $ 447,608.98 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -6 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2817 |( 5 ) 0774 |( 6 ) 1809 |MCC, LLC |DIXON CONSTRUCTION CO. |CAPITAL 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| 7500.00000 7500.00| 15000.00000 15000.00| 4020.00000 4020.00 MOBILIZATION | | | 0002 1000.00 58.000 EACH| 74.00000 4292.00| 100.00000 5800.00| 70.00000 4060.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4500.00000 4500.00| 7500.00000 7500.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 13262.000 m3 | 2.40000 31828.80| 3.00000 39786.00| 2.27000 30104.74 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 118.000 kL | 2.00000 236.00| 2.00000 236.00| 2.00000 236.00 WATER | | | 0006 1300.24 9.000 m | 88.00000 792.00| 64.50000 580.50| 83.81000 754.29 600 mm DRIVEWAY CULVERT PIPE | | | 0007 2009.51 4.106 StaM| 320.00000 1313.92| 450.00000 1847.70| 303.00000 1244.12 CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 342.000 Mg | 24.00000 8208.00| 22.00000 7524.00| 23.00000 7866.00 CRUSHED ROCK SURFACE COURSE | | | 0009 2020.00 24.000 m2 | 42.00000 1008.00| 14.60000 350.40| 40.00000 960.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0010 2021.00 1.000 EACH| 210.00000 210.00| 200.00000 200.00| 200.00000 200.00 MAILBOX POST | | | 0011 4043.00 13.000 m | 3.00000 39.00| 30.00000 390.00| 2.40000 31.20 REMOVE CULVERT PIPE | | | 0012 4050.01 97.000 m3 | 15.00000 1455.00| 14.00000 1358.00| 121.00000 11737.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4300.24 46.200 m | 73.00000 3372.60| 69.22000 3197.96| 69.22000 3197.96 600 mm CULVERT PIPE | | | 0014 4300.42 24.100 m | 167.00000 4024.70| 159.20000 3836.72| 159.20000 3836.72 1050 mm CULVERT PIPE | | | 0015 4310.24 3.000 EACH| 160.00000 480.00| 150.00000 450.00| 150.00000 450.00 600 mm FLARED-END SECTION | | | 0016 4310.42 1.000 EACH| 470.00000 470.00| 445.00000 445.00| 445.00000 445.00 1050 mm FLARED-END SECTION | | | 0017 L001.01 3.000 ha | 1760.00000 5280.00| 1500.00000 4500.00| 1676.00000 5028.00 SEEDING, TYPE A | | | 0018 L006.00 3.000 ha | 568.00000 1704.00| 150.00000 450.00| 541.00000 1623.00 COVER CROP SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -7 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2817 |( 5 ) 0774 |( 6 ) 1809 |MCC, LLC |DIXON CONSTRUCTION CO. |CAPITAL CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L032.75 15.000 Mg | 95.00000 1425.00| 100.00000 1500.00| 90.00000 1350.00 MULCH | | | SECTION TOTALS | $ 78,139.02| $ 94,952.28| $ 81,144.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 9+68.36 2-12.65 & 1-12.8 m SPANS, PRESTRESSED TWIN TEE BRIDGE | | | 0020 0030.60 LUMP| 36000.00000 36000.00| 45000.00000 45000.00| 31500.00000 31500.00 MOBILIZATION | | | 0021 1043.50 1106.000 m2 | 3.00000 3318.00| 2.70000 2986.20| 3.00000 3318.00 RIPRAP FILTER FABRIC | | | 0022 6000.10 75.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0023 6000.11 75.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0024 6001.50 35.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | 0025 6001.51 35.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0026 6010.22 219.900 m3 | 430.00000 94557.00| 393.00000 86420.70| 385.00000 84661.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0027 6010.26 76.100 m3 | 680.00000 51748.00| 393.00000 29907.30| 385.00000 29298.50 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0028 6011.11 57.800 LS | 45000.00000 45000.00| 50140.00000 50140.00| 55000.00000 55000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 9+68.36 | | | 0029 6020.00 13970.000 kg | 1.20000 16764.00| 1.10000 15367.00| 1.20000 16764.00 REINFORCING STEEL FOR BRIDGE | | | 0030 6040.00 1.000 EACH| 20000.00000 20000.00| 25000.00000 25000.00| 39381.00000 39381.00 REMOVE STRUCTURE AT STA. 9+67.03 | | | 0031 6080.00 1120.000 kg | 5.00000 5600.00| 5.00000 5600.00| 5.00000 5600.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6105.02 1000.000 Mg | 25.00000 25000.00| 27.00000 27000.00| 40.00000 40000.00 ROCK RIPRAP, TYPE B | | | 0033 6210.12 835.600 m | 36.00000 30081.60| 49.20000 41111.52| 60.00000 50136.00 HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 368,068.60| $ 358,532.72| $ 405,659.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -8 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2817 |( 5 ) 0774 |( 6 ) 1809 |MCC, LLC |DIXON CONSTRUCTION CO. |CAPITAL CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 0030.70 LUMP| 571.00000 571.00| 571.00000 571.00| 250.00000 250.00 MOBILIZATION | | | 0035 7011.20 95.250 m | 36.00000 3429.00| 36.00000 3429.00| 47.00000 4476.75 W-BEAM GUARDRAIL | | | 0036 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1130.00000 4520.00 BRIDGE APPROACH SECTIONS | | | 0037 7021.47 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1140.00000 4560.00 MELT | | | SECTION TOTALS | $ 12,000.00| $ 12,000.00| $ 13,806.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0038 0001.10 1740.000 BDAY| 1.35000 2349.00| 1.25000 2175.00| 1.25000 2175.00 BARRICADE, TYPE III | | | 0039 0001.90 1885.000 EACH| 0.60000 1131.00| 0.75000 1413.75| 0.75000 1413.75 SIGN DAY | | | 0040 0001.99 580.000 EACH| 1.10000 638.00| 1.00000 580.00| 1.00000 580.00 CONTRACTOR FURNISHED SIGN DAY | | | 0041 0030.00 LUMP| 400.00000 400.00| 1000.00000 1000.00| 50.00000 50.00 MOBILIZATION | | | SECTION TOTALS | $ 4,518.00| $ 5,168.75| $ 4,218.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 462,725.62| $ 470,653.75| $ 504,828.53 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -9 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( 8 ) 0137 |( 9 ) 2017 |COMMERCIAL CONSTRUCTION, IN |JUDDS BROS. CONSTRUCTION CO |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| 11000.00000 11000.00| 7000.00000 7000.00| 5175.00000 5175.00 MOBILIZATION | | | 0002 1000.00 58.000 EACH| 375.00000 21750.00| 70.00000 4060.00| 70.00000 4060.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 23020.00000 23020.00| 4000.00000 4000.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 13262.000 m3 | 3.00000 39786.00| 2.27000 30104.74| 2.27000 30104.74 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 118.000 kL | 2.00000 236.00| 2.00000 236.00| 2.00000 236.00 WATER | | | 0006 1300.24 9.000 m | 18.00000 162.00| 83.81000 754.29| 83.81000 754.29 600 mm DRIVEWAY CULVERT PIPE | | | 0007 2009.51 4.106 StaM| 150.00000 615.90| 303.00000 1244.12| 303.30000 1245.35 CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 342.000 Mg | 24.00000 8208.00| 23.00000 7866.00| 23.00000 7866.00 CRUSHED ROCK SURFACE COURSE | | | 0009 2020.00 24.000 m2 | 0.75000 18.00| 40.00000 960.00| 40.00000 960.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0010 2021.00 1.000 EACH| 100.00000 100.00| 200.00000 200.00| 50.00000 50.00 MAILBOX POST | | | 0011 4043.00 13.000 m | 13.50000 175.50| 2.40000 31.20| 58.64000 762.32 REMOVE CULVERT PIPE | | | 0012 4050.01 97.000 m3 | 14.00000 1358.00| 14.00000 1358.00| 34.68000 3363.96 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4300.24 46.200 m | 69.22000 3197.96| 69.22000 3197.96| 99.17000 4581.65 600 mm CULVERT PIPE | | | 0014 4300.42 24.100 m | 159.20000 3836.72| 159.20000 3836.72| 196.06000 4725.05 1050 mm CULVERT PIPE | | | 0015 4310.24 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 265.92000 797.76 600 mm FLARED-END SECTION | | | 0016 4310.42 1.000 EACH| 445.00000 445.00| 445.00000 445.00| 675.84000 675.84 1050 mm FLARED-END SECTION | | | 0017 L001.01 3.000 ha | 1500.00000 4500.00| 1676.00000 5028.00| 1676.00000 5028.00 SEEDING, TYPE A | | | 0018 L006.00 3.000 ha | 150.00000 450.00| 541.00000 1623.00| 541.00000 1623.00 COVER CROP SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -10 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( 8 ) 0137 |( 9 ) 2017 |COMMERCIAL CONSTRUCTION, IN |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L032.75 15.000 Mg | 100.00000 1500.00| 90.00000 1350.00| 90.00000 1350.00 MULCH | | | SECTION TOTALS | $ 120,809.08| $ 73,745.03| $ 77,358.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 9+68.36 2-12.65 & 1-12.8 m SPANS, PRESTRESSED TWIN TEE BRIDGE | | | 0020 0030.60 LUMP| 40000.00000 40000.00| 15000.00000 15000.00| 34700.00000 34700.00 MOBILIZATION | | | 0021 1043.50 1106.000 m2 | 3.50000 3871.00| 2.50000 2765.00| 2.80000 3096.80 RIPRAP FILTER FABRIC | | | 0022 6000.10 75.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| 9000.00000 9000.00 ABUTMENT NO.1 EXCAVATION | | | 0023 6000.11 75.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| 9000.00000 9000.00 ABUTMENT NO.2 EXCAVATION | | | 0024 6001.50 35.000 LS | 8500.00000 8500.00| 7000.00000 7000.00| 22000.00000 22000.00 BENT NO.1 EXCAVATION | | | 0025 6001.51 35.000 LS | 8500.00000 8500.00| 7000.00000 7000.00| 22000.00000 22000.00 BENT NO.2 EXCAVATION | | | 0026 6010.22 219.900 m3 | 500.00000 109950.00| 675.00000 148432.50| 580.00000 127542.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0027 6010.26 76.100 m3 | 550.00000 41855.00| 1175.00000 89417.50| 400.00000 30440.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0028 6011.11 57.800 LS | 62000.00000 62000.00| 75000.00000 75000.00| 65000.00000 65000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 9+68.36 | | | 0029 6020.00 13970.000 kg | 1.44000 20116.80| 0.75000 10477.50| 1.71000 23888.70 REINFORCING STEEL FOR BRIDGE | | | 0030 6040.00 1.000 EACH| 20000.00000 20000.00| 25000.00000 25000.00| 29000.00000 29000.00 REMOVE STRUCTURE AT STA. 9+67.03 | | | 0031 6080.00 1120.000 kg | 3.50000 3920.00| 4.00000 4480.00| 7.00000 7840.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0032 6105.02 1000.000 Mg | 35.00000 35000.00| 27.00000 27000.00| 29.00000 29000.00 ROCK RIPRAP, TYPE B | | | 0033 6210.12 835.600 m | 51.00000 42615.60| 50.00000 41780.00| 62.00000 51807.20 HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 408,328.40| $ 463,352.50| $ 464,314.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 10/09/03 PAGE : F03 -11 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1031X COUNTIES : OTOE LETTING DATE : 10/09/03 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( 8 ) 0137 |( 9 ) 2017 |COMMERCIAL CONSTRUCTION, IN |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 0030.70 LUMP| 571.00000 571.00| 1000.00000 1000.00| 571.00000 571.00 MOBILIZATION | | | 0035 7011.20 95.250 m | 36.00000 3429.00| 36.00000 3429.00| 36.00000 3429.00 W-BEAM GUARDRAIL | | | 0036 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 BRIDGE APPROACH SECTIONS | | | 0037 7021.47 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 MELT | | | SECTION TOTALS | $ 12,000.00| $ 12,429.00| $ 12,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0038 0001.10 1740.000 BDAY| 1.25000 2175.00| 1.25000 2175.00| 1.25000 2175.00 BARRICADE, TYPE III | | | 0039 0001.90 1885.000 EACH| 0.75000 1413.75| 0.75000 1413.75| 0.75000 1413.75 SIGN DAY | | | 0040 0001.99 580.000 EACH| 1.00000 580.00| 1.00000 580.00| 1.00000 580.00 CONTRACTOR FURNISHED SIGN DAY | | | 0041 0030.00 LUMP| 450.00000 450.00| 200.00000 200.00| 0.00000 0.00 MOBILIZATION | | | SECTION TOTALS | $ 4,618.75| $ 4,368.75| $ 4,168.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 545,756.23| $ 553,895.28| $ 557,842.41 ====================================================================================================================================
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