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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 : F02 CONTRACT ID : 1398 COUNTIES : NEMAHA LETTING DATE : 11/14/02 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7064(9) ON A COUNTY ROAD WEST OF BROCK. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 0462 ACCEPTED IN THIS LETTING IS LIMITED TO 2. 1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED 1742 IN THIS LETTING IS LIMITED TO $1,200,000.00. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0810 ELK HORN CONSTRUCTION CO. $ 374,446.97 100.0000% 2 0462 L. J. WEBB CONTRACTOR, INC. $ 374,806.01 100.0959% 3 0774 DIXON CONSTRUCTION CO. $ 385,271.66 102.8908% 4 1742 HERBST CONSTRUCTION, INC. $ 402,979.49 107.6199% 5 0880 CHRISTENSEN BROS., INC. $ 446,523.11 119.2487% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1398 COUNTIES : NEMAHA LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0462 |( 3 ) 0774 |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. 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| 5800.00000 5800.00| 1000.00000 1000.00| 4800.00000 4800.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 400.00000 400.00| 150.00000 150.00| 400.00000 400.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 3500.00000 3500.00| 5500.00000 5500.00| 3500.00000 3500.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 180.000 kL | 3.50000 630.00| 1.50000 270.00| 3.50000 630.00 WATER | | | 0005 1030.00 5134.000 m3 | 4.97000 25515.98| 2.80000 14375.20| 4.97000 25515.98 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1143.00 14.200 m | 30.00000 426.00| 15.00000 213.00| 30.00000 426.00 REMOVE DRIVEWAY CULVERT PIPE | | | 0007 1300.24 9.000 m | 77.00000 693.00| 56.00000 504.00| 77.00000 693.00 600 mm DRIVEWAY CULVERT PIPE | | | 0008 2009.51 4.646 StaM| 328.00000 1523.89| 380.00000 1765.48| 328.00000 1523.89 CRUSHED ROCK EMBEDMENT | | | 0009 2010.03 440.000 Mg | 15.00000 6600.00| 16.25000 7150.00| 16.20000 7128.00 CRUSHED ROCK SURFACE COURSE | | | 0010 L006.00 2.000 ha | 400.00000 800.00| 200.00000 400.00| 500.00000 1000.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 45,888.87| $ 31,327.68| $ 45,616.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0011 0030.40 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 500.00000 500.00 MOBILIZATION | | | 0012 4043.00 21.200 m | 30.00000 636.00| 15.00000 318.00| 30.00000 636.00 REMOVE CULVERT PIPE | | | 0013 4050.01 539.000 m3 | 5.00000 2695.00| 2.00000 1078.00| 5.00000 2695.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4300.36 43.000 m | 97.00000 4171.00| 99.00000 4257.00| 97.00000 4171.00 900 mm CULVERT PIPE | | | 0015 4300.48 93.700 m | 157.00000 14710.90| 170.00000 15929.00| 157.00000 14710.90 1200 mm CULVERT PIPE | | | 0016 4310.36 4.000 EACH| 500.00000 2000.00| 420.00000 1680.00| 500.00000 2000.00 900 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1398 COUNTIES : NEMAHA LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0462 |( 3 ) 0774 |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4310.48 4.000 EACH| 800.00000 3200.00| 1100.00000 4400.00| 800.00000 3200.00 1200 mm FLARED-END SECTION | | | SECTION TOTALS | $ 29,912.90| $ 29,662.00| $ 27,912.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 11+68 ONE 12.19M & TWO 9.145M SPANS CONCRETE SLAB BRIDGE | | | 0018 0030.60 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 25000.00000 25000.00 MOBILIZATION | | | 0019 1043.50 842.000 m2 | 2.50000 2105.00| 3.00000 2526.00| 2.40000 2020.80 RIPRAP FILTER FABRIC | | | 0020 6000.10 75.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 75.000 LS | 4000.00000 4000.00| 3000.00000 3000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0022 6001.00 125.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 7500.00000 7500.00 BENT NO.1 EXCAVATION | | | 0023 6001.01 125.000 LS | 6000.00000 6000.00| 7500.00000 7500.00| 7500.00000 7500.00 BENT NO.2 EXCAVATION | | | 0024 6010.22 215.500 m3 | 400.00000 86200.00| 372.75000 80327.63| 393.00000 84691.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0025 6010.26 132.700 m3 | 400.00000 53080.00| 392.40000 52071.48| 366.80000 48674.36 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0026 6020.00 21825.000 kg | 1.00000 21825.00| 1.32000 28809.00| 1.32000 28809.00 REINFORCING STEEL FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 11000.00000 11000.00| 10000.00000 10000.00| 10000.00000 10000.00 REMOVE STRUCTURE AT STA. 11+70.2 | | | 0028 6080.00 1670.000 kg | 4.50000 7515.00| 6.00000 10020.00| 4.40000 7348.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 807.000 Mg | 25.50000 20578.50| 31.00000 25017.00| 30.00000 24210.00 ROCK RIPRAP, TYPE B | | | 0030 6210.50 442.400 m | 68.00000 30083.20| 85.30000 37736.72| 78.72000 34825.73 PIPE PILING | | | 0031 L001.01 2.000 ha | 1873.00000 3746.00| 1873.00000 3746.00| 1350.00000 2700.00 SEEDING, TYPE A | | | 0032 L032.75 10.000 Mg | 90.00000 900.00| 90.00000 900.00| 100.00000 1000.00 MULCH | | | SECTION TOTALS | $ 282,032.70| $ 297,153.83| $ 294,279.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1398 COUNTIES : NEMAHA LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0810 |( 2 ) 0462 |( 3 ) 0774 |ELK HORN CONSTRUCTION CO. |WEBB CONTRACTOR, INC./L. J. |DIXON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.70 LUMP| 250.00000 250.00| 100.00000 100.00| 800.00000 800.00 MOBILIZATION | | | 0034 7020.00 4.000 EACH| 2550.00000 10200.00| 2550.00000 10200.00| 2550.00000 10200.00 BRIDGE APPROACH SECTIONS | | | 0035 7021.47 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 MELT | | | SECTION TOTALS | $ 14,050.00| $ 13,900.00| $ 14,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0036 0001.10 1250.000 BDAY| 1.25000 1562.50| 1.25000 1562.50| 1.25000 1562.50 BARRICADE, TYPE III | | | 0037 0001.90 2000.000 EACH| 0.40000 800.00| 0.40000 800.00| 0.40000 800.00 SIGN DAY | | | 0038 0030.00 LUMP| 200.00000 200.00| 400.00000 400.00| 500.00000 500.00 MOBILIZATION | | | SECTION TOTALS | $ 2,562.50| $ 2,762.50| $ 2,862.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,446.97| $ 374,806.01| $ 385,271.66 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F02 -6 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1398 COUNTIES : NEMAHA LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0880 |( ) |HERBST CONSTRUCTION, INC. |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| 4800.00000 4800.00| 2000.00000 2000.00| MOBILIZATION | | | 0002 1000.00 1.000 EACH| 400.00000 400.00| 200.00000 200.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 3500.00000 3500.00| 6000.00000 6000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 180.000 kL | 3.50000 630.00| 1.60000 288.00| WATER | | | 0005 1030.00 5134.000 m3 | 5.20000 26696.80| 2.90000 14888.60| EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1143.00 14.200 m | 30.00000 426.00| 16.00000 227.20| REMOVE DRIVEWAY CULVERT PIPE | | | 0007 1300.24 9.000 m | 77.00000 693.00| 60.00000 540.00| 600 mm DRIVEWAY CULVERT PIPE | | | 0008 2009.51 4.646 StaM| 328.00000 1523.89| 385.00000 1788.71| CRUSHED ROCK EMBEDMENT | | | 0009 2010.03 440.000 Mg | 18.00000 7920.00| 16.50000 7260.00| CRUSHED ROCK SURFACE COURSE | | | 0010 L006.00 2.000 ha | 500.00000 1000.00| 500.00000 1000.00| COVER CROP SEEDING | | | SECTION TOTALS | $ 47,589.69| $ 34,192.51| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0011 0030.40 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| MOBILIZATION | | | 0012 4043.00 21.200 m | 30.00000 636.00| 16.00000 339.20| REMOVE CULVERT PIPE | | | 0013 4050.01 539.000 m3 | 5.00000 2695.00| 2.10000 1131.90| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4300.36 43.000 m | 97.00000 4171.00| 100.00000 4300.00| 900 mm CULVERT PIPE | | | 0015 4300.48 93.700 m | 157.00000 14710.90| 175.00000 16397.50| 1200 mm CULVERT PIPE | | | 0016 4310.36 4.000 EACH| 500.00000 2000.00| 450.00000 1800.00| 900 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F02 -7 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1398 COUNTIES : NEMAHA LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0880 |( ) |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4310.48 4.000 EACH| 800.00000 3200.00| 1100.00000 4400.00| 1200 mm FLARED-END SECTION | | | SECTION TOTALS | $ 28,912.90| $ 29,368.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 11+68 ONE 12.19M & TWO 9.145M SPANS CONCRETE SLAB BRIDGE | | | 0018 0030.60 LUMP| 30000.00000 30000.00| 34000.00000 34000.00| MOBILIZATION | | | 0019 1043.50 842.000 m2 | 4.00000 3368.00| 2.00000 1684.00| RIPRAP FILTER FABRIC | | | 0020 6000.10 75.000 LS | 6000.00000 6000.00| 9000.00000 9000.00| ABUTMENT NO.1 EXCAVATION | | | 0021 6000.11 75.000 LS | 6000.00000 6000.00| 9000.00000 9000.00| ABUTMENT NO.2 EXCAVATION | | | 0022 6001.00 125.000 LS | 9000.00000 9000.00| 24000.00000 24000.00| BENT NO.1 EXCAVATION | | | 0023 6001.01 125.000 LS | 9000.00000 9000.00| 24000.00000 24000.00| BENT NO.2 EXCAVATION | | | 0024 6010.22 215.500 m3 | 400.00000 86200.00| 420.00000 90510.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0025 6010.26 132.700 m3 | 400.00000 53080.00| 360.00000 47772.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0026 6020.00 21825.000 kg | 1.00000 21825.00| 1.40000 30555.00| REINFORCING STEEL FOR BRIDGE | | | 0027 6040.00 1.000 EACH| 10000.00000 10000.00| 23000.00000 23000.00| REMOVE STRUCTURE AT STA. 11+70.2 | | | 0028 6080.00 1670.000 kg | 4.00000 6680.00| 7.00000 11690.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0029 6105.02 807.000 Mg | 29.00000 23403.00| 28.00000 22596.00| ROCK RIPRAP, TYPE B | | | 0030 6210.50 442.400 m | 91.00000 40258.40| 75.00000 33180.00| PIPE PILING | | | 0031 L001.01 2.000 ha | 1450.00000 2900.00| 1900.00000 3800.00| SEEDING, TYPE A | | | 0032 L032.75 10.000 Mg | 100.00000 1000.00| 100.00000 1000.00| MULCH | | | SECTION TOTALS | $ 308,714.40| $ 365,787.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F02 -8 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1398 COUNTIES : NEMAHA LETTING DATE : 11/14/02 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1742 |( 5 ) 0880 |( ) |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.70 LUMP| 600.00000 600.00| 100.00000 100.00| MOBILIZATION | | | 0034 7020.00 4.000 EACH| 2550.00000 10200.00| 2600.00000 10400.00| BRIDGE APPROACH SECTIONS | | | 0035 7021.47 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| MELT | | | SECTION TOTALS | $ 14,400.00| $ 14,100.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0036 0001.10 1250.000 BDAY| 1.25000 1562.50| 1.50000 1875.00| BARRICADE, TYPE III | | | 0037 0001.90 2000.000 EACH| 0.40000 800.00| 0.50000 1000.00| SIGN DAY | | | 0038 0030.00 LUMP| 1000.00000 1000.00| 200.00000 200.00| MOBILIZATION | | | SECTION TOTALS | $ 3,362.50| $ 3,075.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 402,979.49| $ 446,523.11| $ ====================================================================================================================================
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