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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 : F15 CONTRACT ID : 3562 COUNTIES : CUMING LETTING DATE : 12/18/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7020(17) ON A COUNTY ROAD SOUTHWEST OF WEST POINT -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 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 1742 HERBST CONSTRUCTION, INC. $ 461,719.45 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 469,112.00 101.6011% 3 0774 DIXON CONSTRUCTION CO. $ 471,156.71 102.0439% 4 0880 CHRISTENSEN BROS., INC. $ 482,249.40 104.4464% 5 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 662,607.21 143.5086% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F15 -3 TABULATION OF BIDS CALL ORDER : F15 CONTRACT ID : 3562 COUNTIES : CUMING LETTING DATE : 12/18/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0810 |( 3 ) 0774 |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. |DIXON 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. 35+90 2-42'0" & 1-56'0" CONCRETE SLAB BRIDGE | | | 0001 0001.10 1584.000 BDAY| 0.90000 1425.60| 0.95000 1504.80| 0.90000 1425.60 BARRICADE, TYPE III | | | 0002 0001.90 2376.000 EACH| 0.25000 594.00| 0.30000 712.80| 0.25000 594.00 SIGN DAY | | | 0003 0001.99 264.000 EACH| 0.75000 198.00| 0.75000 198.00| 0.75000 198.00 CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 24000.00000 24000.00| 46000.00000 46000.00| 35000.00000 35000.00 MOBILIZATION | | | 0005 1000.00 1.000 EACH| 105.00000 105.00| 1.00000 1.00| 1.00000 1.00 LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 950.00000 950.00| 1500.00000 1500.00| 1500.00000 1500.00 GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 10009.000 CY | 2.50000 25022.50| 2.50000 25022.50| 2.50000 25022.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 37.000 MGAL| 8.00000 296.00| 8.00000 296.00| 8.00000 296.00 WATER | | | 0009 1043.50 2945.000 SY | 2.00000 5890.00| 2.00000 5890.00| 1.62000 4770.90 RIPRAP FILTER FABRIC | | | 0010 1300.24 32.000 LF | 15.50000 496.00| 18.75000 600.00| 18.51000 592.32 24" DRIVEWAY CULVERT PIPE | | | 0011 1305.30 56.000 LF | 26.00000 1456.00| 23.50000 1316.00| 23.34000 1307.04 30" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0012 2009.51 11.580 STA | 120.00000 1389.60| 100.00000 1158.00| 100.00000 1158.00 CRUSHED ROCK EMBEDMENT | | | 0013 2010.00 354.000 CY | 17.50000 6195.00| 17.90000 6336.60| 17.90000 6336.60 CRUSHED ROCK SURFACE COURSE | | | 0014 4050.01 275.000 CY | 4.25000 1168.75| 5.00000 1375.00| 5.00000 1375.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0015 4300.36 258.000 LF | 29.50000 7611.00| 30.00000 7740.00| 30.00000 7740.00 36" CULVERT PIPE | | | 0016 4310.36 5.000 EACH| 400.00000 2000.00| 455.00000 2275.00| 455.05000 2275.25 36" FLARED-END SECTION | | | 0017 6000.10 5.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 5.000 LS | 5000.00000 5000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F15 -4 TABULATION OF BIDS CALL ORDER : F15 CONTRACT ID : 3562 COUNTIES : CUMING LETTING DATE : 12/18/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0810 |( 3 ) 0774 |HERBST CONSTRUCTION, INC. |ELK HORN CONSTRUCTION CO. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6001.00 75.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 7500.00000 7500.00 BENT NO.1 EXCAVATION | | | 0020 6001.01 75.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 7500.00000 7500.00 BENT NO.2 EXCAVATION | | | 0021 6010.22 178.800 CY | 280.00000 50064.00| 260.00000 46488.00| 270.00000 48276.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0022 6010.26 298.200 CY | 280.00000 83496.00| 260.00000 77532.00| 250.00000 74550.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0023 6020.00 64145.000 LB | 0.50000 32072.50| 0.54000 34638.30| 0.55000 35279.75 REINFORCING STEEL FOR BRIDGE | | | 0024 6040.00 1.000 EACH| 10000.00000 10000.00| 14000.00000 14000.00| 20000.00000 20000.00 REMOVE STRUCTURE AT STA. 36+09 | | | 0025 6040.01 1.000 EACH| 2000.00000 2000.00| 5000.00000 5000.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 38+62 | | | 0026 6080.00 6485.000 LB | 1.50000 9727.50| 2.00000 12970.00| 1.75000 11348.75 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 2440.000 TON | 25.00000 61000.00| 22.00000 53680.00| 25.00000 61000.00 ROCK RIPRAP, TYPE B | | | 0028 6210.50 2330.000 LF | 24.00000 55920.00| 23.00000 53590.00| 25.00000 58250.00 PIPE PILING | | | 0029 6310.00 3516.000 SF | 12.00000 42192.00| 11.00000 38676.00| 10.00000 35160.00 STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1275.00000 5100.00| 1246.00000 4984.00| 1250.00000 5000.00 BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1150.00000 4600.00| 1257.00000 5028.00| 1100.00000 4400.00 MELT | | | 0032 L006.00 3.000 ACRE| 250.00000 750.00| 200.00000 600.00| 100.00000 300.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 461,719.45| $ 469,112.00| $ 471,156.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 461,719.45| $ 469,112.00| $ 471,156.71 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F15 -5 TABULATION OF BIDS CALL ORDER : F15 CONTRACT ID : 3562 COUNTIES : CUMING LETTING DATE : 12/18/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 1416 |( ) |CHRISTENSEN BROS., INC. |LUXA CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 35+90 2-42'0" & 1-56'0" CONCRETE SLAB BRIDGE | | | 0001 0001.10 1584.000 BDAY| 1.00000 1584.00| 2.50000 3960.00| BARRICADE, TYPE III | | | 0002 0001.90 2376.000 EACH| 0.30000 712.80| 1.41000 3350.16| SIGN DAY | | | 0003 0001.99 264.000 EACH| 0.80000 211.20| 1.64000 432.96| CONTRACTOR FURNISHED SIGN DAY | | | 0004 0030.60 LUMP| 48000.00000 48000.00| 59979.51000 59979.51| MOBILIZATION | | | 0005 1000.00 1.000 EACH| 1.00000 1.00| 54.42000 54.42| LARGE TREE REMOVAL | | | 0006 1009.00 LUMP| 3000.00000 3000.00| 870.78000 870.78| GENERAL CLEARING AND GRUBBING | | | 0007 1010.01 10009.000 CY | 2.60000 26023.40| 3.23000 32329.07| EXCAVATION (ESTABLISHED QUANTITY) | | | 0008 1011.00 37.000 MGAL| 8.00000 296.00| 8.00000 296.00| WATER | | | 0009 1043.50 2945.000 SY | 1.70000 5006.50| 2.73000 8039.85| RIPRAP FILTER FABRIC | | | 0010 1300.24 32.000 LF | 19.00000 608.00| 21.77000 696.64| 24" DRIVEWAY CULVERT PIPE | | | 0011 1305.30 56.000 LF | 24.00000 1344.00| 32.65000 1828.40| 30" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE | | | 0012 2009.51 11.580 STA | 100.00000 1158.00| 108.85000 1260.48| CRUSHED ROCK EMBEDMENT | | | 0013 2010.00 354.000 CY | 18.00000 6372.00| 23.43000 8294.22| CRUSHED ROCK SURFACE COURSE | | | 0014 4050.01 275.000 CY | 5.00000 1375.00| 21.47000 5904.25| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0015 4300.36 258.000 LF | 30.00000 7740.00| 50.51000 13031.58| 36" CULVERT PIPE | | | 0016 4310.36 5.000 EACH| 460.00000 2300.00| 396.03000 1980.15| 36" FLARED-END SECTION | | | 0017 6000.10 5.000 LS | 2000.00000 2000.00| 9657.26000 9657.26| ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 5.000 LS | 2000.00000 2000.00| 9657.26000 9657.26| ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F15 -6 TABULATION OF BIDS CALL ORDER : F15 CONTRACT ID : 3562 COUNTIES : CUMING LETTING DATE : 12/18/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 1416 |( ) |CHRISTENSEN BROS., INC. |LUXA CONSTRUCTION COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 6001.00 75.000 LS | 12000.00000 12000.00| 9657.26000 9657.26| BENT NO.1 EXCAVATION | | | 0020 6001.01 75.000 LS | 12000.00000 12000.00| 9657.26000 9657.26| BENT NO.2 EXCAVATION | | | 0021 6010.22 178.800 CY | 260.00000 46488.00| 333.74000 59672.71| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0022 6010.26 298.200 CY | 220.00000 65604.00| 523.86000 156215.05| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0023 6020.00 64145.000 LB | 0.60000 38487.00| 0.72000 46184.40| REINFORCING STEEL FOR BRIDGE | | | 0024 6040.00 1.000 EACH| 15000.00000 15000.00| 14622.38000 14622.38| REMOVE STRUCTURE AT STA. 36+09 | | | 0025 6040.01 1.000 EACH| 7000.00000 7000.00| 4506.76000 4506.76| REMOVE STRUCTURE AT STA. 38+62 | | | 0026 6080.00 6485.000 LB | 1.70000 11024.50| 2.23000 14461.55| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 2440.000 TON | 23.00000 56120.00| 24.60000 60024.00| ROCK RIPRAP, TYPE B | | | 0028 6210.50 2330.000 LF | 21.00000 48930.00| 27.23000 63445.90| PIPE PILING | | | 0029 6310.00 3516.000 SF | 14.00000 49224.00| 14.77000 51931.32| STEEL SHEET PILING | | | 0030 7020.00 4.000 EACH| 1250.00000 5000.00| 1367.33000 5469.32| BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1260.00000 5040.00| 1203.25000 4813.00| MELT | | | 0032 L006.00 3.000 ACRE| 200.00000 600.00| 107.77000 323.31| COVER CROP SEEDING | | | SECTION TOTALS | $ 482,249.40| $ 662,607.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,249.40| $ 662,607.21| $ ====================================================================================================================================
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