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11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7049(18) ON A COUNTY ROAD SOUTHEAST OF COOK -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 0137 ACCEPTED IN THIS LETTING IS LIMITED TO 1. 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 1742 ACCEPTED IN THIS LETTING IS LIMITED TO 3. 2017 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 2017 ACCEPTED IN THIS LETTING IS LIMITED TO ONE. 2860 THE NUMBER OF TOTAL CONTRACTS WHICH WILL BE 2860 ACCEPTED IN THIS LETTING IS LIMITED TO ONE. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 374,089.58 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 381,550.82 101.9945% 3 1742 HERBST CONSTRUCTION, INC. $ 406,040.72 108.5410% 4 1809 CAPITAL CONTRACTORS, INC. $ 414,536.40 110.8121% 5 2860 COMMERCIAL CONSTRUCTION, INC. $ 445,320.03 119.0410% 6 0880 CHRISTENSEN BROS., INC. $ 464,106.22 124.0629% 7 0137 JUDDS BROS. CONSTRUCTION CO. $ 478,925.77 128.0244% 8 2017 BRB CONTRACTORS, INC. $ 501,039.87 133.9358% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 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| 2500.00000 2500.00| 3900.00000 3900.00| 5500.00000 5500.00 MOBILIZATION | | | 0002 1000.00 10.000 EACH| 100.00000 1000.00| 200.00000 2000.00| 200.00000 2000.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 3000.00000 3000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 9347.000 CY | 2.00000 18694.00| 2.46000 22993.62| 2.46000 22993.62 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 47.000 MGAL| 8.00000 376.00| 8.00000 376.00| 8.00000 376.00 WATER | | | 0006 1305.24 50.000 LF | 20.00000 1000.00| 20.00000 1000.00| 20.00000 1000.00 24" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0007 2009.51 19.680 STA | 126.00000 2479.68| 75.00000 1476.00| 75.00000 1476.00 CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 752.000 TON | 16.00000 12032.00| 14.60000 10979.20| 16.60000 12483.20 CRUSHED ROCK SURFACE COURSE | | | 0009 4043.00 40.000 LF | 5.00000 200.00| 10.00000 400.00| 10.00000 400.00 REMOVE CULVERT PIPE | | | 0010 4050.01 413.000 CY | 4.00000 1652.00| 5.00000 2065.00| 5.00000 2065.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0011 4300.24 344.000 LF | 19.00000 6536.00| 22.00000 7568.00| 22.00000 7568.00 24" CULVERT PIPE | | | 0012 4310.24 6.000 EACH| 150.00000 900.00| 250.00000 1500.00| 250.00000 1500.00 24" FLARED-END SECTION | | | 0013 L006.00 2.000 ACRE| 500.00000 1000.00| 200.00000 400.00| 150.00000 300.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 53,369.68| $ 57,657.82| $ 60,661.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 17+82.5 3-43'4" SPANS, P/S TWIN TEE BRIDGE | | | 0014 0030.60 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 30000.00000 30000.00 MOBILIZATION | | | 0015 1043.50 913.000 SY | 2.00000 1826.00| 2.00000 1826.00| 2.50000 2282.50 RIPRAP FILTER FABRIC | | | 0016 6000.10 65.000 LS | 2000.00000 2000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.11 78.000 LS | 2000.00000 2000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0018 6001.50 5.000 LS | 6000.00000 6000.00| 4000.00000 4000.00| 6000.00000 6000.00 BENT NO.1 EXCAVATION | | | 0019 6001.51 5.000 LS | 6000.00000 6000.00| 4000.00000 4000.00| 6000.00000 6000.00 BENT NO.2 EXCAVATION | | | 0020 6010.22 194.000 CY | 300.00000 58200.00| 325.00000 63050.00| 340.00000 65960.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0021 6010.26 104.400 CY | 340.00000 35496.00| 400.00000 41760.00| 320.00000 33408.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0022 6011.11 92.600 LS | 62000.00000 62000.00| 60000.00000 60000.00| 74000.00000 74000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 17+82.5 | | | 0023 6020.00 27425.000 LB | 0.60000 16455.00| 0.50000 13712.50| 0.50000 13712.50 REINFORCING STEEL FOR BRIDGE | | | 0024 6040.00 1.000 EACH| 8000.00000 8000.00| 13000.00000 13000.00| 12000.00000 12000.00 REMOVE STRUCTURE AT STA. 17+86 RT. | | | 0025 6080.00 1885.000 LB | 2.50000 4712.50| 2.00000 3770.00| 2.50000 4712.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0026 6105.02 792.000 TON | 26.00000 20592.00| 23.50000 18612.00| 28.00000 22176.00 ROCK RIPRAP, TYPE B | | | 0027 6210.12 240.000 LF | 25.00000 6000.00| 18.00000 4320.00| 22.00000 5280.00 HP 10"X42# STEEL PILING | | | 0028 6210.14 300.000 LF | 30.00000 9000.00| 20.00000 6000.00| 25.00000 7500.00 HP 12"X53# STEEL PILING | | | 0029 6251.40 99.000 LF | 290.00000 28710.00| 250.00000 24750.00| 240.00000 23760.00 ROCK SOCKET 28" | | | 0030 6251.50 54.000 LF | 290.00000 15660.00| 250.00000 13500.00| 280.00000 15120.00 DRILLED SHAFT 34" | | | SECTION TOTALS | $ 307,651.50| $ 310,300.50| $ 331,911.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0031 0030.70 LUMP| 100.00000 100.00| 350.00000 350.00| 200.00000 200.00 MOBILIZATION | | | 0032 7020.00 4.000 EACH| 1100.00000 4400.00| 1150.50000 4602.00| 1100.00000 4400.00 BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 1200.00000 4800.00| 1160.50000 4642.00| 1200.00000 4800.00 MELT | | | SECTION TOTALS | $ 9,300.00| $ 9,594.00| $ 9,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 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 0001.10 1656.000 BDAY| 1.00000 1656.00| 1.00000 1656.00| 1.00000 1656.00 BARRICADE, TYPE III | | | 0035 0001.90 2070.000 EACH| 0.70000 1449.00| 0.75000 1552.50| 0.70000 1449.00 SIGN DAY | | | 0036 0001.99 552.000 EACH| 1.20000 662.40| 1.25000 690.00| 1.20000 662.40 CONTRACTOR FURNISHED SIGN DAY | | | 0037 0030.00 LUMP| 1.00000 1.00| 100.00000 100.00| 300.00000 300.00 MOBILIZATION | | | SECTION TOTALS | $ 3,768.40| $ 3,998.50| $ 4,067.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,089.58| $ 381,550.82| $ 406,040.72 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -6 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1809 |( 5 ) 2860 |( 6 ) 0880 |CAPITAL CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, IN |CHRISTENSEN BROS., 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| 6773.00000 6773.00| 9000.00000 9000.00| 6000.00000 6000.00 MOBILIZATION | | | 0002 1000.00 10.000 EACH| 200.00000 2000.00| 350.00000 3500.00| 200.00000 2000.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 3000.00000 3000.00| 9500.00000 9500.00| 3000.00000 3000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 9347.000 CY | 2.46000 22993.62| 4.89000 45706.83| 2.46000 22993.62 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 47.000 MGAL| 8.00000 376.00| 8.00000 376.00| 8.00000 376.00 WATER | | | 0006 1305.24 50.000 LF | 32.27000 1613.50| 18.00000 900.00| 20.00000 1000.00 24" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0007 2009.51 19.680 STA | 75.00000 1476.00| 60.00000 1180.80| 75.00000 1476.00 CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 752.000 TON | 16.00000 12032.00| 14.00000 10528.00| 14.10000 10603.20 CRUSHED ROCK SURFACE COURSE | | | 0009 4043.00 40.000 LF | 10.00000 400.00| 10.00000 400.00| 10.00000 400.00 REMOVE CULVERT PIPE | | | 0010 4050.01 413.000 CY | 16.38000 6764.94| 6.00000 2478.00| 5.00000 2065.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0011 4300.24 344.000 LF | 34.00000 11696.00| 17.00000 5848.00| 22.00000 7568.00 24" CULVERT PIPE | | | 0012 4310.24 6.000 EACH| 204.24000 1225.44| 150.00000 900.00| 250.00000 1500.00 24" FLARED-END SECTION | | | 0013 L006.00 2.000 ACRE| 500.00000 1000.00| 150.00000 300.00| 150.00000 300.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 71,350.50| $ 90,617.63| $ 59,281.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 17+82.5 3-43'4" SPANS, P/S TWIN TEE BRIDGE | | | 0014 0030.60 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 39000.00000 39000.00 MOBILIZATION | | | 0015 1043.50 913.000 SY | 3.00000 2739.00| 2.00000 1826.00| 3.00000 2739.00 RIPRAP FILTER FABRIC | | | 0016 6000.10 65.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -7 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1809 |( 5 ) 2860 |( 6 ) 0880 |CAPITAL CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, IN |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.11 78.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0018 6001.50 5.000 LS | 10000.00000 10000.00| 8000.00000 8000.00| 10000.00000 10000.00 BENT NO.1 EXCAVATION | | | 0019 6001.51 5.000 LS | 10000.00000 10000.00| 8000.00000 8000.00| 10000.00000 10000.00 BENT NO.2 EXCAVATION | | | 0020 6010.22 194.000 CY | 375.00000 72750.00| 275.00000 53350.00| 370.00000 71780.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0021 6010.26 104.400 CY | 395.00000 41238.00| 400.00000 41760.00| 350.00000 36540.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0022 6011.11 92.600 LS | 55000.00000 55000.00| 50000.00000 50000.00| 55000.00000 55000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 17+82.5 | | | 0023 6020.00 27425.000 LB | 0.60000 16455.00| 0.70000 19197.50| 0.60000 16455.00 REINFORCING STEEL FOR BRIDGE | | | 0024 6040.00 1.000 EACH| 30082.00000 30082.00| 15000.00000 15000.00| 50000.00000 50000.00 REMOVE STRUCTURE AT STA. 17+86 RT. | | | 0025 6080.00 1885.000 LB | 2.00000 3770.00| 1.50000 2827.50| 4.50000 8482.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0026 6105.02 792.000 TON | 25.00000 19800.00| 30.00000 23760.00| 28.00000 22176.00 ROCK RIPRAP, TYPE B | | | 0027 6210.12 240.000 LF | 20.00000 4800.00| 30.00000 7200.00| 17.00000 4080.00 HP 10"X42# STEEL PILING | | | 0028 6210.14 300.000 LF | 20.00000 6000.00| 26.00000 7800.00| 20.00000 6000.00 HP 12"X53# STEEL PILING | | | 0029 6251.40 99.000 LF | 140.00000 13860.00| 420.00000 41580.00| 300.00000 29700.00 ROCK SOCKET 28" | | | 0030 6251.50 54.000 LF | 180.00000 9720.00| 460.00000 24840.00| 350.00000 18900.00 DRILLED SHAFT 34" | | | SECTION TOTALS | $ 331,214.00| $ 341,141.00| $ 392,852.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0031 0030.70 LUMP| 100.00000 100.00| 300.00000 300.00| 100.00000 100.00 MOBILIZATION | | | 0032 7020.00 4.000 EACH| 1100.00000 4400.00| 1150.50000 4602.00| 1100.00000 4400.00 BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 1200.00000 4800.00| 1160.50000 4642.00| 1200.00000 4800.00 MELT | | | SECTION TOTALS | $ 9,300.00| $ 9,544.00| $ 9,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -8 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1809 |( 5 ) 2860 |( 6 ) 0880 |CAPITAL CONTRACTORS, INC. |COMMERCIAL CONSTRUCTION, IN |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 0001.10 1656.000 BDAY| 0.90000 1490.40| 1.00000 1656.00| 0.90000 1490.40 BARRICADE, TYPE III | | | 0035 0001.90 2070.000 EACH| 0.25000 517.50| 0.70000 1449.00| 0.25000 517.50 SIGN DAY | | | 0036 0001.99 552.000 EACH| 0.75000 414.00| 1.20000 662.40| 0.75000 414.00 CONTRACTOR FURNISHED SIGN DAY | | | 0037 0030.00 LUMP| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 MOBILIZATION | | | SECTION TOTALS | $ 2,671.90| $ 4,017.40| $ 2,671.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,536.40| $ 445,320.03| $ 464,106.22 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -9 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0137 |( 8 ) 2017 |( ) |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| 7500.00000 7500.00| 5000.00000 5000.00| MOBILIZATION | | | 0002 1000.00 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 9347.000 CY | 2.46000 22993.62| 2.46000 22993.62| EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 47.000 MGAL| 8.00000 376.00| 8.00000 376.00| WATER | | | 0006 1305.24 50.000 LF | 20.00000 1000.00| 20.00000 1000.00| 24" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0007 2009.51 19.680 STA | 75.00000 1476.00| 75.00000 1476.00| CRUSHED ROCK EMBEDMENT | | | 0008 2010.03 752.000 TON | 14.50000 10904.00| 24.30000 18273.60| CRUSHED ROCK SURFACE COURSE | | | 0009 4043.00 40.000 LF | 10.00000 400.00| 10.00000 400.00| REMOVE CULVERT PIPE | | | 0010 4050.01 413.000 CY | 5.00000 2065.00| 5.00000 2065.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0011 4300.24 344.000 LF | 22.00000 7568.00| 22.00000 7568.00| 24" CULVERT PIPE | | | 0012 4310.24 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 24" FLARED-END SECTION | | | 0013 L006.00 2.000 ACRE| 150.00000 300.00| 150.00000 300.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 61,082.62| $ 65,952.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 17+82.5 3-43'4" SPANS, P/S TWIN TEE BRIDGE | | | 0014 0030.60 LUMP| 36750.00000 36750.00| 34000.00000 34000.00| MOBILIZATION | | | 0015 1043.50 913.000 SY | 2.25000 2054.25| 2.50000 2282.50| RIPRAP FILTER FABRIC | | | 0016 6000.10 65.000 LS | 4500.00000 4500.00| 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -10 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0137 |( 8 ) 2017 |( ) |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.11 78.000 LS | 4500.00000 4500.00| 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0018 6001.50 5.000 LS | 6500.00000 6500.00| 900.00000 900.00| BENT NO.1 EXCAVATION | | | 0019 6001.51 5.000 LS | 6500.00000 6500.00| 900.00000 900.00| BENT NO.2 EXCAVATION | | | 0020 6010.22 194.000 CY | 580.00000 112520.00| 500.00000 97000.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0021 6010.26 104.400 CY | 750.00000 78300.00| 520.00000 54288.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0022 6011.11 92.600 LS | 60000.00000 60000.00| 83000.00000 83000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 17+82.5 | | | 0023 6020.00 27425.000 LB | 0.52000 14261.00| 0.87000 23859.75| REINFORCING STEEL FOR BRIDGE | | | 0024 6040.00 1.000 EACH| 7500.00000 7500.00| 26000.00000 26000.00| REMOVE STRUCTURE AT STA. 17+86 RT. | | | 0025 6080.00 1885.000 LB | 1.50000 2827.50| 2.00000 3770.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0026 6105.02 792.000 TON | 29.00000 22968.00| 30.00000 23760.00| ROCK RIPRAP, TYPE B | | | 0027 6210.12 240.000 LF | 21.00000 5040.00| 24.00000 5760.00| HP 10"X42# STEEL PILING | | | 0028 6210.14 300.000 LF | 21.50000 6450.00| 28.00000 8400.00| HP 12"X53# STEEL PILING | | | 0029 6251.40 99.000 LF | 150.00000 14850.00| 200.00000 19800.00| ROCK SOCKET 28" | | | 0030 6251.50 54.000 LF | 345.00000 18630.00| 450.00000 24300.00| DRILLED SHAFT 34" | | | SECTION TOTALS | $ 404,150.75| $ 422,020.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0031 0030.70 LUMP| 550.00000 550.00| 100.00000 100.00| MOBILIZATION | | | 0032 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| MELT | | | SECTION TOTALS | $ 9,750.00| $ 9,300.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F02 -11 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1389X COUNTIES : JOHNSON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0137 |( 8 ) 2017 |( ) |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 0001.10 1656.000 BDAY| 1.00000 1656.00| 1.00000 1656.00| BARRICADE, TYPE III | | | 0035 0001.90 2070.000 EACH| 0.70000 1449.00| 0.70000 1449.00| SIGN DAY | | | 0036 0001.99 552.000 EACH| 1.20000 662.40| 1.20000 662.40| CONTRACTOR FURNISHED SIGN DAY | | | 0037 0030.00 LUMP| 175.00000 175.00| 0.00000 0.00| MOBILIZATION | | | SECTION TOTALS | $ 3,942.40| $ 3,767.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 478,925.77| $ 501,039.87| $ ====================================================================================================================================
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