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12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 1789X COUNTIES : SEWARD LETTING DATE : 12/18/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7080(32) ON A COUNTY ROAD NORTHWEST OF SEWARD. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 0013 LETTING IS LIMITED TO $4,000,000. 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. 0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0462 THIS LETTING IS LIMITED TO ONE. 1742 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL BE ACCEPTED IN 1742 THIS LETTING IS LIMITED TO 3. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0810 ELK HORN CONSTRUCTION CO. $ 577,324.62 100.0000% 2 0774 DIXON CONSTRUCTION CO. $ 593,312.94 102.7694% 3 1742 HERBST CONSTRUCTION, INC. $ 596,737.02 103.3625% 4 0137 JUDDS BROS. CONSTRUCTION CO. $ 606,223.38 105.0056% 5 0805 A. M. COHRON & SON, INC. $ 629,185.27 108.9829% 6 0880 CHRISTENSEN BROS., INC. $ 638,194.58 110.5435% 7 0462 L. J. WEBB CONTRACTOR, INC. $ 648,564.52 112.3397% 8 0013 THE DIAMOND ENGINEERING COMPANY $ 673,326.66 116.6288% 9 2860 COMMERCIAL CONSTRUCTION, INC. $ 732,396.10 126.8604% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F01 -3 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1789X COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0774 |( 3 ) 1742 |ELK HORN CONSTRUCTION CO. |DIXON 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 6 BRIDGE AT STA. 134+80 180'0" 5-SPAN CONCRETE SLAB BRIDGE | | | 0001 0001.10 2088.000 BDAY| 0.90000 1879.20| 0.90000 1879.20| 0.90000 1879.20 BARRICADE, TYPE III | | | 0002 0001.90 2784.000 EACH| 0.50000 1392.00| 0.25000 696.00| 0.25000 696.00 SIGN DAY | | | 0003 0001.99 354.000 EACH| 0.75000 265.50| 0.75000 265.50| 0.75000 265.50 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 55000.00000 55000.00| 57000.00000 57000.00| 40000.00000 40000.00 MOBILIZATION | | | 0005 1000.00 6.000 EACH| 200.00000 1200.00| 100.00000 600.00| 200.00000 1200.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1000.00000 1000.00| 1200.00000 1200.00| 1000.00000 1000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 11774.000 CY | 2.68000 31554.32| 3.55000 41797.70| 2.68000 31554.32 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 114.000 MGAL| 8.00000 912.00| 8.00000 912.00| 8.00000 912.00 WATER | | | 0009 1043.50 2302.000 SY | 2.00000 4604.00| 1.80000 4143.60| 2.00000 4604.00 RIPRAP FILTER FABRIC | | | 0010 1305.24 48.000 LF | 22.00000 1056.00| 18.88000 906.24| 22.00000 1056.00 24" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0011 2009.51 14.480 STA | 100.00000 1448.00| 55.25000 800.02| 100.00000 1448.00 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 420.000 TON | 17.60000 7392.00| 14.29000 6001.80| 16.29000 6841.80 CRUSHED ROCK SURFACE COURSE | | | 0013 3050.15 128.800 CY | 180.00000 23184.00| 200.00000 25760.00| 200.00000 25760.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0014 3051.10 13090.000 LB | 0.55000 7199.50| 0.55000 7199.50| 0.73000 9555.70 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0015 4050.01 229.000 CY | 5.00000 1145.00| 4.00000 916.00| 5.00000 1145.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.24 434.000 LF | 22.00000 9548.00| 18.82000 8167.88| 22.00000 9548.00 24" CULVERT PIPE | | | 0017 4310.24 3.000 EACH| 150.00000 450.00| 132.00000 396.00| 150.00000 450.00 24" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F01 -4 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1789X COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0774 |( 3 ) 1742 |ELK HORN CONSTRUCTION CO. |DIXON CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 6000.10 90.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0019 6000.11 80.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0020 6001.50 5.000 LS | 2000.00000 2000.00| 5000.00000 5000.00| 7000.00000 7000.00 BENT NO.1 EXCAVATION | | | 0021 6001.51 45.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 7000.00000 7000.00 BENT NO.2 EXCAVATION | | | 0022 6001.52 105.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 7000.00000 7000.00 BENT NO.3 EXCAVATION | | | 0023 6001.53 30.000 LS | 2000.00000 2000.00| 5000.00000 5000.00| 7000.00000 7000.00 BENT NO.4 EXCAVATION | | | 0024 6010.22 371.500 CY | 270.00000 100305.00| 280.00000 104020.00| 280.00000 104020.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 371.900 CY | 270.00000 100413.00| 270.00000 100413.00| 280.00000 104132.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 15000.00000 15000.00| 20000.00000 20000.00| 15000.00000 15000.00 REMOVE STRUCTURE AT STA. 134+42 | | | 0027 6080.00 3625.000 LB | 2.00000 7250.00| 2.00000 7250.00| 2.50000 9062.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0028 6105.02 1900.000 TON | 24.00000 45600.00| 25.00000 47500.00| 28.00000 53200.00 ROCK RIPRAP, TYPE B | | | 0029 6131.50 78430.000 LB | 0.57000 44705.10| 0.55000 43136.50| 0.50000 39215.00 EPOXY COATED REINFORCING STEEL | | | 0030 6210.12 4510.000 LF | 17.00000 76670.00| 14.00000 63140.00| 18.00000 81180.00 HP 10"X42# STEEL PILING | | | 0031 7020.00 4.000 EACH| 1161.50000 4646.00| 1000.00000 4000.00| 1175.00000 4700.00 BRIDGE APPROACH SECTIONS | | | 0032 7021.47 4.000 EACH| 1171.50000 4686.00| 1150.00000 4600.00| 1175.00000 4700.00 MELT | | | 0033 L001.01 4.000 ACRE| 825.00000 3300.00| 778.00000 3112.00| 778.00000 3112.00 SEEDING, TYPE A | | | 0034 L006.00 4.000 ACRE| 200.00000 800.00| 400.00000 1600.00| 400.00000 1600.00 COVER CROP SEEDING | | | 0035 L032.75 9.000 TON | 80.00000 720.00| 100.00000 900.00| 100.00000 900.00 MULCH | | | SECTION TOTALS | $ 577,324.62| $ 593,312.94| $ 596,737.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 577,324.62| $ 593,312.94| $ 596,737.02 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F01 -5 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1789X COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0137 |( 5 ) 0805 |( 6 ) 0880 |JUDDS BROS. CONSTRUCTION CO |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 134+80 180'0" 5-SPAN CONCRETE SLAB BRIDGE | | | 0001 0001.10 2088.000 BDAY| 0.90000 1879.20| 1.40000 2923.20| 1.20000 2505.60 BARRICADE, TYPE III | | | 0002 0001.90 2784.000 EACH| 0.25000 696.00| 0.50000 1392.00| 0.30000 835.20 SIGN DAY | | | 0003 0001.99 354.000 EACH| 0.75000 265.50| 1.00000 354.00| 0.80000 283.20 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 27000.00000 27000.00| 35000.00000 35000.00| 60000.00000 60000.00 MOBILIZATION | | | 0005 1000.00 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00| 100.00000 600.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 2000.00000 2000.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 11774.000 CY | 2.68000 31554.32| 2.68000 31554.32| 3.60000 42386.40 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 114.000 MGAL| 8.00000 912.00| 8.00000 912.00| 8.00000 912.00 WATER | | | 0009 1043.50 2302.000 SY | 1.68000 3867.36| 2.25000 5179.50| 1.80000 4143.60 RIPRAP FILTER FABRIC | | | 0010 1305.24 48.000 LF | 22.00000 1056.00| 22.00000 1056.00| 19.00000 912.00 24" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0011 2009.51 14.480 STA | 100.00000 1448.00| 100.00000 1448.00| 56.00000 810.88 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 420.000 TON | 18.85000 7917.00| 16.95000 7119.00| 15.00000 6300.00 CRUSHED ROCK SURFACE COURSE | | | 0013 3050.15 128.800 CY | 196.00000 25244.80| 145.00000 18676.00| 200.00000 25760.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0014 3051.10 13090.000 LB | 0.73000 9555.70| 0.85000 11126.50| 0.73000 9555.70 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0015 4050.01 229.000 CY | 5.00000 1145.00| 5.00000 1145.00| 4.00000 916.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.24 434.000 LF | 22.00000 9548.00| 22.00000 9548.00| 19.00000 8246.00 24" CULVERT PIPE | | | 0017 4310.24 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 135.00000 405.00 24" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F01 -6 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1789X COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0137 |( 5 ) 0805 |( 6 ) 0880 |JUDDS BROS. CONSTRUCTION CO |COHRON & SON, INC./A. M. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 6000.10 90.000 LS | 3200.00000 3200.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0019 6000.11 80.000 LS | 3200.00000 3200.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0020 6001.50 5.000 LS | 10000.00000 10000.00| 8000.00000 8000.00| 9000.00000 9000.00 BENT NO.1 EXCAVATION | | | 0021 6001.51 45.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 18000.00000 18000.00 BENT NO.2 EXCAVATION | | | 0022 6001.52 105.000 LS | 3200.00000 3200.00| 10000.00000 10000.00| 18000.00000 18000.00 BENT NO.3 EXCAVATION | | | 0023 6001.53 30.000 LS | 3200.00000 3200.00| 8000.00000 8000.00| 9000.00000 9000.00 BENT NO.4 EXCAVATION | | | 0024 6010.22 371.500 CY | 375.00000 139312.50| 285.00000 105877.50| 290.00000 107735.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 371.900 CY | 350.00000 130165.00| 295.00000 109710.50| 250.00000 92975.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 10500.00000 10500.00| 18000.00000 18000.00| 23000.00000 23000.00 REMOVE STRUCTURE AT STA. 134+42 | | | 0027 6080.00 3625.000 LB | 2.00000 7250.00| 2.25000 8156.25| 3.00000 10875.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0028 6105.02 1900.000 TON | 26.00000 49400.00| 27.00000 51300.00| 21.00000 39900.00 ROCK RIPRAP, TYPE B | | | 0029 6131.50 78430.000 LB | 0.50000 39215.00| 0.85000 66665.50| 0.60000 47058.00 EPOXY COATED REINFORCING STEEL | | | 0030 6210.12 4510.000 LF | 13.00000 58630.00| 18.00000 81180.00| 16.00000 72160.00 HP 10"X42# STEEL PILING | | | 0031 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1200.00000 4800.00 BRIDGE APPROACH SECTIONS | | | 0032 7021.47 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1200.00000 4800.00 MELT | | | 0033 L001.01 4.000 ACRE| 778.00000 3112.00| 778.00000 3112.00| 700.00000 2800.00 SEEDING, TYPE A | | | 0034 L006.00 4.000 ACRE| 400.00000 1600.00| 400.00000 1600.00| 200.00000 800.00 COVER CROP SEEDING | | | 0035 L032.75 9.000 TON | 100.00000 900.00| 100.00000 900.00| 80.00000 720.00 MULCH | | | SECTION TOTALS | $ 606,223.38| $ 629,185.27| $ 638,194.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 606,223.38| $ 629,185.27| $ 638,194.58 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F01 -7 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1789X COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0462 |( 8 ) 0013 |( 9 ) 2860 |WEBB CONTRACTOR, INC./L. J. |DIAMOND ENGINEERING COMPANY |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 134+80 180'0" 5-SPAN CONCRETE SLAB BRIDGE | | | 0001 0001.10 2088.000 BDAY| 1.40000 2923.20| 1.00000 2088.00| 0.90000 1879.20 BARRICADE, TYPE III | | | 0002 0001.90 2784.000 EACH| 0.50000 1392.00| 0.25000 696.00| 0.25000 696.00 SIGN DAY | | | 0003 0001.99 354.000 EACH| 1.00000 354.00| 0.75000 265.50| 0.75000 265.50 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 40000.00000 40000.00| 16500.00000 16500.00| 69600.00000 69600.00 MOBILIZATION | | | 0005 1000.00 6.000 EACH| 200.00000 1200.00| 100.00000 600.00| 500.00000 3000.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 1000.00000 1000.00| 3200.00000 3200.00| 1200.00000 1200.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 11774.000 CY | 2.68000 31554.32| 3.55000 41797.70| 3.55000 41797.70 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 114.000 MGAL| 8.00000 912.00| 8.00000 912.00| 8.00000 912.00 WATER | | | 0009 1043.50 2302.000 SY | 2.50000 5755.00| 1.80000 4143.60| 1.80000 4143.60 RIPRAP FILTER FABRIC | | | 0010 1305.24 48.000 LF | 22.00000 1056.00| 18.88000 906.24| 18.88000 906.24 24" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0011 2009.51 14.480 STA | 100.00000 1448.00| 55.25000 800.02| 55.25000 800.02 CRUSHED ROCK EMBEDMENT | | | 0012 2010.03 420.000 TON | 17.00000 7140.00| 14.29000 6001.80| 14.29000 6001.80 CRUSHED ROCK SURFACE COURSE | | | 0013 3050.15 128.800 CY | 210.00000 27048.00| 196.00000 25244.80| 197.98000 25499.82 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0014 3051.10 13090.000 LB | 0.60000 7854.00| 0.73000 9555.70| 0.74000 9686.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0015 4050.01 229.000 CY | 5.00000 1145.00| 4.00000 916.00| 4.00000 916.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0016 4300.24 434.000 LF | 22.00000 9548.00| 18.82000 8167.88| 18.82000 8167.88 24" CULVERT PIPE | | | 0017 4310.24 3.000 EACH| 150.00000 450.00| 132.00000 396.00| 132.00000 396.00 24" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F01 -8 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1789X COUNTIES : SEWARD LETTING DATE : 12/18/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0462 |( 8 ) 0013 |( 9 ) 2860 |WEBB CONTRACTOR, INC./L. J. |DIAMOND ENGINEERING COMPANY |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 6000.10 90.000 LS | 3500.00000 3500.00| 2273.93000 2273.93| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0019 6000.11 80.000 LS | 3500.00000 3500.00| 2273.93000 2273.93| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0020 6001.50 5.000 LS | 6000.00000 6000.00| 2853.56000 2853.56| 7000.00000 7000.00 BENT NO.1 EXCAVATION | | | 0021 6001.51 45.000 LS | 15000.00000 15000.00| 10165.82000 10165.82| 10000.00000 10000.00 BENT NO.2 EXCAVATION | | | 0022 6001.52 105.000 LS | 15000.00000 15000.00| 10165.82000 10165.82| 10000.00000 10000.00 BENT NO.3 EXCAVATION | | | 0023 6001.53 30.000 LS | 6000.00000 6000.00| 2853.56000 2853.56| 7000.00000 7000.00 BENT NO.4 EXCAVATION | | | 0024 6010.22 371.500 CY | 300.00000 111450.00| 319.96000 118865.14| 335.00000 124452.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0025 6010.26 371.900 CY | 300.00000 111570.00| 438.82000 163197.16| 375.00000 139462.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6040.00 1.000 EACH| 15000.00000 15000.00| 6643.45000 6643.45| 25000.00000 25000.00 REMOVE STRUCTURE AT STA. 134+42 | | | 0027 6080.00 3625.000 LB | 3.00000 10875.00| 1.75000 6343.75| 3.00000 10875.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0028 6105.02 1900.000 TON | 26.00000 49400.00| 20.18000 38342.00| 25.00000 47500.00 ROCK RIPRAP, TYPE B | | | 0029 6131.50 78430.000 LB | 0.60000 47058.00| 0.71000 55685.30| 0.65000 50979.50 EPOXY COATED REINFORCING STEEL | | | 0030 6210.12 4510.000 LF | 22.00000 99220.00| 26.00000 117260.00| 22.00000 99220.00 HP 10"X42# STEEL PILING | | | 0031 7020.00 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1173.23000 4692.92 BRIDGE APPROACH SECTIONS | | | 0032 7021.47 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1183.33000 4733.32 MELT | | | 0033 L001.01 4.000 ACRE| 778.00000 3112.00| 778.00000 3112.00| 778.00000 3112.00 SEEDING, TYPE A | | | 0034 L006.00 4.000 ACRE| 400.00000 1600.00| 400.00000 1600.00| 400.00000 1600.00 COVER CROP SEEDING | | | 0035 L032.75 9.000 TON | 100.00000 900.00| 100.00000 900.00| 100.00000 900.00 MULCH | | | SECTION TOTALS | $ 648,564.52| $ 673,326.66| $ 732,396.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 648,564.52| $ 673,326.66| $ 732,396.10 ====================================================================================================================================
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