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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 : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7059(12) ON A COUNTY ROAD NORTHEAST OF TILDEN. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 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 0880 CHRISTENSEN BROS., INC. $ 951,589.68 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 954,505.97 100.3065% 3 0774 DIXON CONSTRUCTION CO. $ 1,137,936.20 119.5827% 4 1742 HERBST CONSTRUCTION, INC. $ 1,189,290.06 124.9793% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -3 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0810 |( 3 ) 0774 |CHRISTENSEN BROS., 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 1 GRADING | | | 0001 0030.10 LUMP| 3000.00000 3000.00| 2800.00000 2800.00| 2500.00000 2500.00 MOBILIZATION | | | 0002 1009.00 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 5924.000 CY | 3.60000 21326.40| 3.50000 20734.00| 5.00000 29620.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 50.000 MGAL| 1.00000 50.00| 1.00000 50.00| 1.00000 50.00 WATER | | | 0005 1101.25 44.000 LF | 2.50000 110.00| 2.50000 110.00| 2.50000 110.00 SAWING PAVEMENT | | | 0006 1106.00 90.000 SY | 2.50000 225.00| 2.00000 180.00| 5.00000 450.00 REMOVE DRIVEWAY | | | 0007 1315.24 30.000 LF | 42.00000 1260.00| 40.00000 1200.00| 50.00000 1500.00 24" REINFORCED CONCRETE PIPE FOR | | | DRIVEWAY CULVERT PIPE | | | 0008 L006.00 4.000 ACRE| 150.00000 600.00| 150.00000 600.00| 400.00000 1600.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 29,571.40| $ 28,174.00| $ 40,830.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0009 0002.76 2510.000 LF | 0.60000 1506.00| 0.52000 1305.20| 1.00000 2510.00 PERMANENT PAVEMENT MARKING PAINT | | | 0010 0030.30 LUMP| 3000.00000 3000.00| 5500.00000 5500.00| 10000.00000 10000.00 MOBILIZATION | | | 0011 2020.00 13.000 SY | 36.00000 468.00| 36.00000 468.00| 36.00000 468.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0012 2021.00 1.000 EACH| 70.00000 70.00| 69.00000 69.00| 100.00000 100.00 MAILBOX POST | | | 0013 3020.24 81.000 SY | 32.00000 2592.00| 32.00000 2592.00| 40.00000 3240.00 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0014 3075.32 1803.000 SY | 30.00000 54090.00| 30.00000 54090.00| 37.00000 66711.00 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0015 9034.00 81.000 SY | 9.00000 729.00| 9.00000 729.00| 15.00000 1215.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -4 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0810 |( 3 ) 0774 |CHRISTENSEN BROS., 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 9111.00 12.000 MGAL| 12.00000 144.00| 12.00000 144.00| 12.00000 144.00 WATER | | | 0017 9170.00 16.748 STA | 200.00000 3349.60| 200.00000 3349.60| 200.00000 3349.60 EARTH SHOULDER CONSTRUCTION | | | 0018 9173.00 7.374 STA | 370.00000 2728.38| 365.00000 2691.51| 400.00000 2949.60 SUBGRADE PREPARATION | | | SECTION TOTALS | $ 68,676.98| $ 70,938.31| $ 90,687.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA 31+25 360'-0" 4 EQUAL-SPAN PRESTRESS CONC GIRDER BR(AASHTO 4A MOD) | | | 0019 0030.60 LUMP| 70000.00000 70000.00| 80000.00000 80000.00| 100000.00000 100000.00 MOBILIZATION | | | 0020 1010.01 120.000 CY | 5.00000 600.00| 4.00000 480.00| 10.00000 1200.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0021 1043.50 1911.000 SY | 2.00000 3822.00| 2.00000 3822.00| 2.00000 3822.00 RIPRAP FILTER FABRIC | | | 0022 3050.15 145.600 CY | 200.00000 29120.00| 200.00000 29120.00| 190.00000 27664.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 17040.000 LB | 0.50000 8520.00| 0.52000 8860.80| 0.60000 10224.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6000.10 5.000 LS | 7000.00000 7000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0025 6000.11 5.000 LS | 7000.00000 7000.00| 4000.00000 4000.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0026 6000.60 104.000 LS | 24000.00000 24000.00| 10000.00000 10000.00| 25000.00000 25000.00 PIER NO.1 EXCAVATION | | | 0027 6001.00 38.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | 0028 6001.01 38.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0029 6005.35 62.800 LF | 50.00000 3140.00| 0.45000 28.26| 45.00000 2826.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0030 6005.78 8.000 EACH| 1200.00000 9600.00| 900.00000 7200.00| 1000.00000 8000.00 EXPANSION BEARING, TFE TYPE | | | 0031 6010.22 347.400 CY | 230.00000 79902.00| 300.00000 104220.00| 350.00000 121590.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0032 6010.26 383.700 CY | 210.00000 80577.00| 300.00000 115110.00| 300.00000 115110.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -5 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0810 |( 3 ) 0774 |CHRISTENSEN BROS., 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 6011.11 237.900 LS | 186500.00000 186500.00| 190000.00000 190000.00| 184000.00000 184000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 31+25 | | | 0034 6040.00 1.000 EACH| 51000.00000 51000.00| 35000.00000 35000.00| 70000.00000 70000.00 REMOVE STRUCTURE AT STA. 30+69.60 | | | 0035 6080.00 3950.000 LB | 2.00000 7900.00| 2.00000 7900.00| 2.00000 7900.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0036 6095.00 12.000 EACH| 800.00000 9600.00| 650.00000 7800.00| 700.00000 8400.00 STEEL DIAPHRAGM | | | 0037 6105.02 1632.000 TON | 27.00000 44064.00| 26.50000 43248.00| 30.00000 48960.00 ROCK RIPRAP, TYPE B | | | 0038 6131.50 106615.000 LB | 0.50000 53307.50| 0.52000 55439.80| 0.60000 63969.00 EPOXY COATED REINFORCING STEEL | | | 0039 6200.00 1040.000 LF | 26.00000 27040.00| 23.00000 23920.00| 35.00000 36400.00 CONCRETE PILING | | | 0040 6210.10 1080.000 LF | 26.00000 28080.00| 25.00000 27000.00| 45.00000 48600.00 HP 10"X42# STEEL PILING FOR SPUR DIKES | | | 0041 6210.12 1760.000 LF | 18.00000 31680.00| 16.00000 28160.00| 15.00000 26400.00 HP 10"X42# STEEL PILING | | | 0042 6310.00 2860.000 SF | 14.00000 40040.00| 10.50000 30030.00| 12.00000 34320.00 STEEL SHEET PILING | | | SECTION TOTALS | $ 832,492.50| $ 835,338.86| $ 984,385.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0043 0030.70 LUMP| 100.00000 100.00| 250.00000 250.00| 1000.00000 1000.00 MOBILIZATION | | | 0044 7020.00 4.000 EACH| 2500.00000 10000.00| 2500.00000 10000.00| 2500.00000 10000.00 BRIDGE APPROACH SECTIONS | | | 0045 7021.47 4.000 EACH| 1000.00000 4000.00| 950.00000 3800.00| 950.00000 3800.00 MELT | | | SECTION TOTALS | $ 14,100.00| $ 14,050.00| $ 14,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0046 0001.10 2440.000 BDAY| 2.10000 5124.00| 2.00000 4880.00| 2.00000 4880.00 BARRICADE, TYPE III | | | 0047 0001.90 3416.000 EACH| 0.30000 1024.80| 0.30000 1024.80| 0.25000 854.00 SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -6 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0880 |( 2 ) 0810 |( 3 ) 0774 |CHRISTENSEN BROS., 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 0030.00 LUMP| 600.00000 600.00| 100.00000 100.00| 1500.00000 1500.00 MOBILIZATION | | | SECTION TOTALS | $ 6,748.80| $ 6,004.80| $ 7,234.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 951,589.68| $ 954,505.97| $ 1,137,936.20 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -7 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( ) |( ) |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| 3600.00000 3600.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 2700.00000 2700.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 5924.000 CY | 4.50000 26658.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 50.000 MGAL| 10.00000 500.00| | WATER | | | 0005 1101.25 44.000 LF | 2.50000 110.00| | SAWING PAVEMENT | | | 0006 1106.00 90.000 SY | 9.50000 855.00| | REMOVE DRIVEWAY | | | 0007 1315.24 30.000 LF | 50.00000 1500.00| | 24" REINFORCED CONCRETE PIPE FOR | | | DRIVEWAY CULVERT PIPE | | | 0008 L006.00 4.000 ACRE| 250.00000 1000.00| | COVER CROP SEEDING | | | SECTION TOTALS | $ 36,923.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0009 0002.76 2510.000 LF | 0.52000 1305.20| | PERMANENT PAVEMENT MARKING PAINT | | | 0010 0030.30 LUMP| 6000.00000 6000.00| | MOBILIZATION | | | 0011 2020.00 13.000 SY | 36.00000 468.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0012 2021.00 1.000 EACH| 69.00000 69.00| | MAILBOX POST | | | 0013 3020.24 81.000 SY | 32.00000 2592.00| | CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0014 3075.32 1803.000 SY | 30.00000 54090.00| | 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0015 9034.00 81.000 SY | 9.00000 729.00| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -8 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( ) |( ) |HERBST CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 9111.00 12.000 MGAL| 12.00000 144.00| | WATER | | | 0017 9170.00 16.748 STA | 200.00000 3349.60| | EARTH SHOULDER CONSTRUCTION | | | 0018 9173.00 7.374 STA | 365.00000 2691.51| | SUBGRADE PREPARATION | | | SECTION TOTALS | $ 71,438.31| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA 31+25 360'-0" 4 EQUAL-SPAN PRESTRESS CONC GIRDER BR(AASHTO 4A MOD) | | | 0019 0030.60 LUMP| 100000.00000 100000.00| | MOBILIZATION | | | 0020 1010.01 120.000 CY | 6.00000 720.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0021 1043.50 1911.000 SY | 2.50000 4777.50| | RIPRAP FILTER FABRIC | | | 0022 3050.15 145.600 CY | 220.00000 32032.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 17040.000 LB | 0.75000 12780.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6000.10 5.000 LS | 5000.00000 5000.00| | ABUTMENT NO.1 EXCAVATION | | | 0025 6000.11 5.000 LS | 5000.00000 5000.00| | ABUTMENT NO.2 EXCAVATION | | | 0026 6000.60 104.000 LS | 30000.00000 30000.00| | PIER NO.1 EXCAVATION | | | 0027 6001.00 38.000 LS | 20000.00000 20000.00| | BENT NO.1 EXCAVATION | | | 0028 6001.01 38.000 LS | 20000.00000 20000.00| | BENT NO.2 EXCAVATION | | | 0029 6005.35 62.800 LF | 50.00000 3140.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0030 6005.78 8.000 EACH| 850.00000 6800.00| | EXPANSION BEARING, TFE TYPE | | | 0031 6010.22 347.400 CY | 420.00000 145908.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0032 6010.26 383.700 CY | 380.00000 145806.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -9 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( ) |( ) |HERBST CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 6011.11 237.900 LS | 205000.00000 205000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 31+25 | | | 0034 6040.00 1.000 EACH| 35000.00000 35000.00| | REMOVE STRUCTURE AT STA. 30+69.60 | | | 0035 6080.00 3950.000 LB | 3.00000 11850.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0036 6095.00 12.000 EACH| 550.00000 6600.00| | STEEL DIAPHRAGM | | | 0037 6105.02 1632.000 TON | 30.00000 48960.00| | ROCK RIPRAP, TYPE B | | | 0038 6131.50 106615.000 LB | 0.75000 79961.25| | EPOXY COATED REINFORCING STEEL | | | 0039 6200.00 1040.000 LF | 35.00000 36400.00| | CONCRETE PILING | | | 0040 6210.10 1080.000 LF | 24.00000 25920.00| | HP 10"X42# STEEL PILING FOR SPUR DIKES | | | 0041 6210.12 1760.000 LF | 22.00000 38720.00| | HP 10"X42# STEEL PILING | | | 0042 6310.00 2860.000 SF | 14.00000 40040.00| | STEEL SHEET PILING | | | SECTION TOTALS | $ 1,060,414.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0043 0030.70 LUMP| 350.00000 350.00| | MOBILIZATION | | | 0044 7020.00 4.000 EACH| 2500.00000 10000.00| | BRIDGE APPROACH SECTIONS | | | 0045 7021.47 4.000 EACH| 950.00000 3800.00| | MELT | | | SECTION TOTALS | $ 14,150.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0046 0001.10 2440.000 BDAY| 2.00000 4880.00| | BARRICADE, TYPE III | | | 0047 0001.90 3416.000 EACH| 0.25000 854.00| | SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F08 -10 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3107 COUNTIES : MADISON LETTING DATE : 11/14/02 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 1742 |( ) |( ) |HERBST CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 0030.00 LUMP| 630.00000 630.00| | MOBILIZATION | | | SECTION TOTALS | $ 6,364.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,189,290.06| $ 0.00| $ ====================================================================================================================================
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