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11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F03 CONTRACT ID : 1499 COUNTIES : LANCASTER LETTING DATE : 11/14/02 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BR-3300(2) ON A COUNTY ROAD NORTHWEST OF ROCA. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0462 THIS LETTING IS LIMITED TO 2. 1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 1742 LETTING IS LIMITED TO $1,200,000.00. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2817 MCC, L.L.C. $ 563,983.95 100.0000% 2 1742 HERBST CONSTRUCTION, INC. $ 591,751.51 104.9235% 3 0810 ELK HORN CONSTRUCTION CO. $ 611,120.25 108.3577% 4 0774 DIXON CONSTRUCTION CO. $ 618,118.05 109.5985% 5 0462 L. J. WEBB CONTRACTOR, INC. $ 642,826.45 113.9796% 6 0880 CHRISTENSEN BROS., INC. $ 672,456.10 119.2332% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F03 -3 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1499 COUNTIES : LANCASTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 1742 |( 3 ) 0810 |MCC, L.L.C. |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 49+55 2-42'0" & 1-56'0" CONCRETE SLAB BRIDGE | | | 0001 0001.10 2496.000 BDAY| 1.20000 2995.20| 1.00000 2496.00| 1.00000 2496.00 BARRICADE, TYPE III | | | 0002 0001.90 2912.000 EACH| 0.50000 1456.00| 0.40000 1164.80| 0.45000 1310.40 SIGN DAY | | | 0003 0030.60 LUMP| 55000.00000 55000.00| 20000.00000 20000.00| 55000.00000 55000.00 MOBILIZATION | | | 0004 1000.00 6.000 EACH| 325.00000 1950.00| 95.00000 570.00| 300.00000 1800.00 LARGE TREE REMOVAL | | | 0005 1009.00 LUMP| 1600.00000 1600.00| 7050.00000 7050.00| 1500.00000 1500.00 GENERAL CLEARING AND GRUBBING | | | 0006 1010.01 2321.000 CY | 3.70000 8587.70| 3.23000 7496.83| 3.45000 8007.45 EXCAVATION (ESTABLISHED QUANTITY) | | | 0007 1043.50 775.000 SY | 2.00000 1550.00| 1.80000 1395.00| 2.00000 1550.00 RIPRAP FILTER FABRIC | | | 0008 1102.00 1700.000 SY | 4.00000 6800.00| 4.98000 8466.00| 3.75000 6375.00 REMOVE ASPHALT SURFACE | | | 0009 1300.24 32.000 LF | 15.50000 496.00| 16.12000 515.84| 14.50000 464.00 24" DRIVEWAY CULVERT PIPE | | | 0010 3050.15 162.000 CY | 165.00000 26730.00| 200.00000 32400.00| 200.00000 32400.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0011 3051.10 15515.000 LB | 0.49000 7602.35| 0.50000 7757.50| 0.52000 8067.80 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0012 3075.52 1991.000 SY | 34.20000 68092.20| 36.00000 71676.00| 34.20000 68092.20 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0013 4043.00 54.000 LF | 5.50000 297.00| 5.99000 323.46| 5.00000 270.00 REMOVE CULVERT PIPE | | | 0014 4050.01 144.000 CY | 9.00000 1296.00| 9.79000 1409.76| 10.00000 1440.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0015 4100.06 0.900 CY | 750.00000 675.00| 650.00000 585.00| 500.00000 450.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0016 4150.00 104.000 LB | 1.00000 104.00| 1.09000 113.36| 1.00000 104.00 REINFORCING STEEL FOR HEADWALL | | | 0017 4300.24 72.000 LF | 17.60000 1267.20| 17.54000 1262.88| 22.00000 1584.00 24" CULVERT PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F03 -4 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1499 COUNTIES : LANCASTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 1742 |( 3 ) 0810 |MCC, L.L.C. |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4310.24 1.000 EACH| 160.00000 160.00| 165.30000 165.30| 180.00000 180.00 24" FLARED-END SECTION | | | 0019 4450.30 56.000 LF | 55.00000 3080.00| 50.89000 2849.84| 45.00000 2520.00 30" REINFORCED CONCRETE PIPE | | | 0020 6000.10 290.000 LS | 2000.00000 2000.00| 3000.00000 3000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 290.000 LS | 2000.00000 2000.00| 3000.00000 3000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0022 6001.00 52.000 LS | 5000.00000 5000.00| 5500.00000 5500.00| 6000.00000 6000.00 BENT NO.1 EXCAVATION | | | 0023 6001.01 52.000 LS | 5000.00000 5000.00| 5500.00000 5500.00| 6000.00000 6000.00 BENT NO.2 EXCAVATION | | | 0024 6005.35 92.400 LF | 33.00000 3049.20| 75.00000 6930.00| 45.00000 4158.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0025 6010.22 383.300 CY | 240.00000 91992.00| 280.00000 107324.00| 280.00000 107324.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0026 6010.26 400.200 CY | 260.00000 104052.00| 280.00000 112056.00| 280.00000 112056.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 24000.00000 24000.00| 10000.00000 10000.00| 20000.00000 20000.00 REMOVE STRUCTURE AT STA. 49+55 | | | 0028 6080.00 3420.000 LB | 1.00000 3420.00| 3.50000 11970.00| 2.00000 6840.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 595.000 TON | 25.50000 15172.50| 28.00000 16660.00| 23.00000 13685.00 ROCK RIPRAP, TYPE B | | | 0030 6131.50 106240.000 LB | 0.49000 52057.60| 0.50000 53120.00| 0.52000 55244.80 EPOXY COATED REINFORCING STEEL | | | 0031 6210.14 2580.000 LF | 12.50000 32250.00| 22.00000 56760.00| 17.00000 43860.00 HP 12"X53# STEEL PILING | | | 0032 7020.00 4.000 EACH| 2600.00000 10400.00| 2600.00000 10400.00| 2600.00000 10400.00 BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 MELT | | | 0034 8029.04 1991.000 SY | 6.20000 12344.20| 6.20000 12344.20| 6.20000 12344.20 AGGREGATE FOUNDATION COURSE 4" | | | 0035 9111.00 13.000 MGAL| 5.00000 65.00| 9.99000 129.87| 5.00000 65.00 WATER | | | 0036 9170.00 13.200 STA | 217.00000 2864.40| 62.99000 831.47| 220.00000 2904.00 EARTH SHOULDER CONSTRUCTION | | | 0037 9173.20 1991.000 SY | 2.40000 4778.40| 2.40000 4778.40| 2.40000 4778.40 SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F03 -5 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1499 COUNTIES : LANCASTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 1742 |( 3 ) 0810 |MCC, L.L.C. |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 L006.00 1.000 ACRE| 200.00000 200.00| 150.00000 150.00| 250.00000 250.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 563,983.95| $ 591,751.51| $ 611,120.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 563,983.95| $ 591,751.51| $ 611,120.25 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F03 -6 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1499 COUNTIES : LANCASTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0774 |( 5 ) 0462 |( 6 ) 0880 |DIXON CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |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. 49+55 2-42'0" & 1-56'0" CONCRETE SLAB BRIDGE | | | 0001 0001.10 2496.000 BDAY| 1.00000 2496.00| 1.00000 2496.00| 1.10000 2745.60 BARRICADE, TYPE III | | | 0002 0001.90 2912.000 EACH| 0.40000 1164.80| 0.40000 1164.80| 0.45000 1310.40 SIGN DAY | | | 0003 0030.60 LUMP| 50000.00000 50000.00| 44000.00000 44000.00| 65000.00000 65000.00 MOBILIZATION | | | 0004 1000.00 6.000 EACH| 250.00000 1500.00| 300.00000 1800.00| 300.00000 1800.00 LARGE TREE REMOVAL | | | 0005 1009.00 LUMP| 4500.00000 4500.00| 1500.00000 1500.00| 3000.00000 3000.00 GENERAL CLEARING AND GRUBBING | | | 0006 1010.01 2321.000 CY | 3.95000 9167.95| 3.45000 8007.45| 3.50000 8123.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0007 1043.50 775.000 SY | 1.50000 1162.50| 2.50000 1937.50| 2.00000 1550.00 RIPRAP FILTER FABRIC | | | 0008 1102.00 1700.000 SY | 3.20000 5440.00| 3.75000 6375.00| 3.80000 6460.00 REMOVE ASPHALT SURFACE | | | 0009 1300.24 32.000 LF | 22.00000 704.00| 14.50000 464.00| 15.00000 480.00 24" DRIVEWAY CULVERT PIPE | | | 0010 3050.15 162.000 CY | 190.00000 30780.00| 170.00000 27540.00| 200.00000 32400.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0011 3051.10 15515.000 LB | 0.60000 9309.00| 0.60000 9309.00| 0.50000 7757.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0012 3075.52 1991.000 SY | 34.20000 68092.20| 34.20000 68092.20| 34.30000 68291.30 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0013 4043.00 54.000 LF | 5.00000 270.00| 7.75000 418.50| 10.00000 540.00 REMOVE CULVERT PIPE | | | 0014 4050.01 144.000 CY | 5.00000 720.00| 9.50000 1368.00| 12.00000 1728.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0015 4100.06 0.900 CY | 2000.00000 1800.00| 600.00000 540.00| 1200.00000 1080.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0016 4150.00 104.000 LB | 2.00000 208.00| 1.25000 130.00| 1.00000 104.00 REINFORCING STEEL FOR HEADWALL | | | 0017 4300.24 72.000 LF | 22.00000 1584.00| 21.50000 1548.00| 25.00000 1800.00 24" CULVERT PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F03 -7 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1499 COUNTIES : LANCASTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0774 |( 5 ) 0462 |( 6 ) 0880 |DIXON CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4310.24 1.000 EACH| 180.00000 180.00| 175.00000 175.00| 300.00000 300.00 24" FLARED-END SECTION | | | 0019 4450.30 56.000 LF | 49.00000 2744.00| 42.50000 2380.00| 35.00000 1960.00 30" REINFORCED CONCRETE PIPE | | | 0020 6000.10 290.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 7000.00000 7000.00 ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 290.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 7000.00000 7000.00 ABUTMENT NO.2 EXCAVATION | | | 0022 6001.00 52.000 LS | 7500.00000 7500.00| 15000.00000 15000.00| 24000.00000 24000.00 BENT NO.1 EXCAVATION | | | 0023 6001.01 52.000 LS | 7500.00000 7500.00| 15000.00000 15000.00| 24000.00000 24000.00 BENT NO.2 EXCAVATION | | | 0024 6005.35 92.400 LF | 40.00000 3696.00| 50.00000 4620.00| 60.00000 5544.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0025 6010.22 383.300 CY | 270.00000 103491.00| 270.00000 103491.00| 250.00000 95825.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0026 6010.26 400.200 CY | 240.00000 96048.00| 270.00000 108054.00| 210.00000 84042.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 40000.00000 40000.00| 20000.00000 20000.00| 58000.00000 58000.00 REMOVE STRUCTURE AT STA. 49+55 | | | 0028 6080.00 3420.000 LB | 2.00000 6840.00| 3.00000 10260.00| 2.00000 6840.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 595.000 TON | 23.00000 13685.00| 28.00000 16660.00| 27.00000 16065.00 ROCK RIPRAP, TYPE B | | | 0030 6131.50 106240.000 LB | 0.60000 63744.00| 0.60000 63744.00| 0.50000 53120.00 EPOXY COATED REINFORCING STEEL | | | 0031 6210.14 2580.000 LF | 15.00000 38700.00| 25.00000 64500.00| 19.00000 49020.00 HP 12"X53# STEEL PILING | | | 0032 7020.00 4.000 EACH| 2600.00000 10400.00| 2600.00000 10400.00| 2650.00000 10600.00 BRIDGE APPROACH SECTIONS | | | 0033 7021.47 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 920.00000 3680.00 MELT | | | 0034 8029.04 1991.000 SY | 6.20000 12344.20| 6.20000 12344.20| 6.30000 12543.30 AGGREGATE FOUNDATION COURSE 4" | | | 0035 9111.00 13.000 MGAL| 5.00000 65.00| 5.00000 65.00| 5.00000 65.00 WATER | | | 0036 9170.00 13.200 STA | 220.00000 2904.00| 217.00000 2864.40| 220.00000 2904.00 EARTH SHOULDER CONSTRUCTION | | | 0037 9173.20 1991.000 SY | 2.40000 4778.40| 2.40000 4778.40| 2.50000 4977.50 SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F03 -8 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1499 COUNTIES : LANCASTER LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0774 |( 5 ) 0462 |( 6 ) 0880 |DIXON CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 L006.00 1.000 ACRE| 1000.00000 1000.00| 200.00000 200.00| 800.00000 800.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 618,118.05| $ 642,826.45| $ 672,456.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 618,118.05| $ 642,826.45| $ 672,456.10 ====================================================================================================================================
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