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Last Updated:
02/07/2003
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February 06, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F09 CONTRACT ID : 3062 COUNTIES : WAYNE
LETTING DATE : 02/06/03 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7090(10)
ON A COUNTY ROAD NORTHEAST OF WAYNE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------0805 A.M. COHRON & SON, INC. IS DETERMINED TO BE THE APPARENT LOW
0805 BECAUSE OF CONTRACTOR LIMITS.--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1809 CAPITAL CONTRACTORS, INC. $ 849,015.06 100.0000%
* 2 0805 A. M. COHRON & SON, INC. $ 849,748.41 100.0864%
3 0880 CHRISTENSEN BROS., INC. $ 907,938.00 106.9402%
4 0463 GRAVES CONSTRUCTION CO., INC. $ 927,883.37 109.2894%
5 0774 DIXON CONSTRUCTION CO. $ 999,175.03 117.6864%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/03
PAGE : F09 -3
TABULATION OF BIDSCALL ORDER : F09 CONTRACT ID : 3062 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0805 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |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 1 GRADING
| | |
0001 0030.10 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 5000.00000 5000.00
MOBILIZATION | | |
0002 1000.00 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 200.00000 200.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 4600.00000 4600.00| 4600.00000 4600.00| 2000.00000 2000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 15022.000 CY | 1.66000 24936.52| 1.66000 24936.52| 1.75000 26288.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1010.10 3035.000 CY | 3.80000 11533.00| 3.80000 11533.00| 2.60000 7891.00
EXCAVATION, BORROW | | |
0006 1010.50 834.000 CY | 12.50000 10425.00| 12.50000 10425.00| 9.20000 7672.80
REMOVAL OF UNSUITABLE MATERIAL | | |
0007 1011.00 22.000 MGAL| 3.00000 66.00| 3.00000 66.00| 20.00000 440.00
WATER | | |
0008 1300.24 46.000 LF | 16.00000 736.00| 16.00000 736.00| 20.00000 920.00
24" DRIVEWAY CULVERT PIPE | | |
0009 1300.36 46.000 LF | 24.00000 1104.00| 24.00000 1104.00| 32.00000 1472.00
36" DRIVEWAY CULVERT PIPE | | |
0010 6040.01 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 2500.00000 2500.00
REMOVE STRUCTURE AT STA. 28+34 | | |
0011 L006.00 5.000 ACRE| 250.00000 1250.00| 250.00000 1250.00| 200.00000 1000.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 57,850.52| $ 57,850.52| $ 55,384.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0012 0030.40 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 3000.00000 3000.00
MOBILIZATION | | |
0013 1011.00 15.000 MGAL| 4.00000 60.00| 4.00000 60.00| 5.00000 75.00
WATER | | |
0014 4050.01 345.000 CY | 5.00000 1725.00| 5.00000 1725.00| 5.00000 1725.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0015 4051.01 2827.000 CY | 6.00000 16962.00| 6.00000 16962.00| 6.50000 18375.50
EXCAVATION FOR BOX CULVERTS | | |
0016 4101.06 457.000 CY | 240.00000 109680.00| 240.00000 109680.00| 245.00000 111965.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/03
PAGE : F09 -4
TABULATION OF BIDSCALL ORDER : F09 CONTRACT ID : 3062 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0805 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 4151.00 34786.000 LB | 0.50000 17393.00| 0.50000 17393.00| 0.50000 17393.00
REINFORCING STEEL FOR BOX CULVERT | | |
0018 4300.24 152.000 LF | 25.00000 3800.00| 25.00000 3800.00| 26.00000 3952.00
24" CULVERT PIPE | | |
0019 4300.36 108.000 LF | 29.68000 3205.44| 29.68000 3205.44| 30.00000 3240.00
36" CULVERT PIPE | | |
0020 4310.24 3.000 EACH| 186.00000 558.00| 186.00000 558.00| 190.00000 570.00
24" FLARED-END SECTION | | |
0021 4310.36 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00
36" FLARED-END SECTION | | |
SECTION TOTALS | $ 155,183.44| $ 155,183.44| $ 160,595.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 25+15 2-52' & 1-76' SPAN ROLLED BEAM GIRDER BRIDGE
| | |
0022 0030.60 LUMP| 48000.00000 48000.00| 61000.00000 61000.00| 65000.00000 65000.00
MOBILIZATION | | |
0023 1043.50 2592.000 SY | 2.50000 6480.00| 2.00000 5184.00| 2.00000 5184.00
RIPRAP FILTER FABRIC | | |
0024 6000.10 38.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 8000.00000 8000.00
ABUTMENT NO.1 EXCAVATION | | |
0025 6000.11 38.000 LS | 3000.00000 3000.00| 4000.00000 4000.00| 8000.00000 8000.00
ABUTMENT NO.2 EXCAVATION | | |
0026 6000.60 255.000 LS | 17500.00000 17500.00| 10000.00000 10000.00| 35000.00000 35000.00
PIER NO.1 EXCAVATION | | |
0027 6000.61 255.000 LS | 17500.00000 17500.00| 10000.00000 10000.00| 35000.00000 35000.00
PIER NO.2 EXCAVATION | | |
0028 6005.78 12.000 EACH| 650.00000 7800.00| 448.00000 5376.00| 800.00000 9600.00
EXPANSION BEARING, TFE TYPE | | |
0029 6005.83 4.000 EACH| 650.00000 2600.00| 405.00000 1620.00| 800.00000 3200.00
FIXED BEARING | | |
0030 6010.22 499.300 CY | 290.00000 144797.00| 315.00000 157279.50| 280.00000 139804.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0031 6010.26 163.500 CY | 272.00000 44472.00| 315.00000 51502.50| 240.00000 39240.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0032 6020.00 69390.000 LB | 0.50000 34695.00| 0.59000 40940.10| 0.60000 41634.00
REINFORCING STEEL FOR BRIDGE | | |
0033 6040.00 1.000 EACH| 7500.00000 7500.00| 12500.00000 12500.00| 27000.00000 27000.00
REMOVE STRUCTURE AT STA. 25+00 | | |
0034 6071.12 111190.000 LS | 100000.00000 100000.00| 77700.00000 77700.00| 98000.00000 98000.00
STEEL SUPERSTRUCTURE AT STA. 25+15 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/03
PAGE : F09 -5
TABULATION OF BIDSCALL ORDER : F09 CONTRACT ID : 3062 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0805 |( 3 ) 0880
|CAPITAL CONTRACTORS, INC. |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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 6080.00 5350.000 LB | 2.50000 13375.00| 2.35000 12572.50| 2.00000 10700.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0036 6105.03 2670.000 TON | 31.50000 84105.00| 33.00000 88110.00| 25.00000 66750.00
ROCK RIPRAP, TYPE C | | |
0037 6210.14 2955.000 LF | 17.50000 51712.50| 18.00000 53190.00| 16.00000 47280.00
HP 12"X53# STEEL PILING | | |
0038 6310.00 2379.000 SF | 10.00000 23790.00| 8.75000 20816.25| 14.00000 33306.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 610,326.50| $ 615,790.85| $ 672,698.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0039 0030.70 LUMP| 500.00000 500.00| 625.00000 625.00| 650.00000 650.00
MOBILIZATION | | |
0040 7011.20 25.000 LF | 20.00000 500.00| 20.40000 510.00| 21.00000 525.00
W-BEAM GUARDRAIL | | |
0041 7020.00 4.000 EACH| 1100.00000 4400.00| 1164.50000 4658.00| 1200.00000 4800.00
BRIDGE APPROACH SECTIONS | | |
0042 7021.47 3.000 EACH| 1200.00000 3600.00| 1142.00000 3426.00| 1200.00000 3600.00
MELT | | |
0043 7022.00 1.000 EACH| 800.00000 800.00| 450.00000 450.00| 500.00000 500.00
END ANCHORAGE ASSEMBLY | | |
SECTION TOTALS | $ 9,800.00| $ 9,669.00| $ 10,075.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0044 0001.10 1740.000 BDAY| 1.50000 2610.00| 1.50000 2610.00| 1.60000 2784.00
BARRICADE, TYPE III | | |
0045 0001.90 2088.000 EACH| 0.75000 1566.00| 0.75000 1566.00| 0.80000 1670.40
SIGN DAY | | |
0046 0001.98 1044.000 EACH| 0.65000 678.60| 0.65000 678.60| 0.70000 730.80
CONTRACTOR FURNISHED SIGN | | |
0047 0010.04 1.000 EACH| 5000.00000 5000.00| 2500.00000 2500.00| 3000.00000 3000.00
FIELD OFFICE | | |
0048 0030.00 LUMP| 6000.00000 6000.00| 3900.00000 3900.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 15,854.60| $ 11,254.60| $ 9,185.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 849,015.06| $ 849,748.41| $ 907,938.00
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/03
PAGE : F09 -6
TABULATION OF BIDSCALL ORDER : F09 CONTRACT ID : 3062 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0463 |( 5 ) 0774 |( )
|GRAVES CONSTRUCTION CO., IN |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| 2750.00000 2750.00| 10000.00000 10000.00|
MOBILIZATION | | |
0002 1000.00 1.000 EACH| 210.00000 210.00| 700.00000 700.00|
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 5000.00000 5000.00| 3000.00000 3000.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 15022.000 CY | 1.83000 27490.26| 3.00000 45066.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1010.10 3035.000 CY | 4.18000 12686.30| 5.00000 15175.00|
EXCAVATION, BORROW | | |
0006 1010.50 834.000 CY | 13.75000 11467.50| 10.00000 8340.00|
REMOVAL OF UNSUITABLE MATERIAL | | |
0007 1011.00 22.000 MGAL| 3.30000 72.60| 20.00000 440.00|
WATER | | |
0008 1300.24 46.000 LF | 17.60000 809.60| 19.00000 874.00|
24" DRIVEWAY CULVERT PIPE | | |
0009 1300.36 46.000 LF | 26.40000 1214.40| 31.18000 1434.28|
36" DRIVEWAY CULVERT PIPE | | |
0010 6040.01 1.000 EACH| 2500.00000 2500.00| 4000.00000 4000.00|
REMOVE STRUCTURE AT STA. 28+34 | | |
0011 L006.00 5.000 ACRE| 250.00000 1250.00| 200.00000 1000.00|
COVER CROP SEEDING | | |
SECTION TOTALS | $ 65,450.66| $ 90,029.28| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0012 0030.40 LUMP| 15120.00000 15120.00| 14400.00000 14400.00|
MOBILIZATION | | |
0013 1011.00 15.000 MGAL| 10.00000 150.00| 10.00000 150.00|
WATER | | |
0014 4050.01 345.000 CY | 14.18000 4892.10| 13.50000 4657.50|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0015 4051.01 2827.000 CY | 8.56000 24199.12| 8.15000 23040.05|
EXCAVATION FOR BOX CULVERTS | | |
0016 4101.06 457.000 CY | 275.00000 125675.00| 267.00000 122019.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/03
PAGE : F09 -7
TABULATION OF BIDSCALL ORDER : F09 CONTRACT ID : 3062 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0463 |( 5 ) 0774 |( )
|GRAVES CONSTRUCTION CO., IN |DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 4151.00 34786.000 LB | 0.42000 14610.12| 0.40000 13914.40|
REINFORCING STEEL FOR BOX CULVERT | | |
0018 4300.24 152.000 LF | 24.15000 3670.80| 23.00000 3496.00|
24" CULVERT PIPE | | |
0019 4300.36 108.000 LF | 35.70000 3855.60| 34.00000 3672.00|
36" CULVERT PIPE | | |
0020 4310.24 3.000 EACH| 131.00000 393.00| 125.00000 375.00|
24" FLARED-END SECTION | | |
0021 4310.36 1.000 EACH| 283.00000 283.00| 270.00000 270.00|
36" FLARED-END SECTION | | |
SECTION TOTALS | $ 192,848.74| $ 185,993.95| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 25+15 2-52' & 1-76' SPAN ROLLED BEAM GIRDER BRIDGE
| | |
0022 0030.60 LUMP| 45000.00000 45000.00| 100000.00000 100000.00|
MOBILIZATION | | |
0023 1043.50 2592.000 SY | 2.00000 5184.00| 2.00000 5184.00|
RIPRAP FILTER FABRIC | | |
0024 6000.10 38.000 LS | 6000.00000 6000.00| 10000.00000 10000.00|
ABUTMENT NO.1 EXCAVATION | | |
0025 6000.11 38.000 LS | 6000.00000 6000.00| 10000.00000 10000.00|
ABUTMENT NO.2 EXCAVATION | | |
0026 6000.60 255.000 LS | 30000.00000 30000.00| 30000.00000 30000.00|
PIER NO.1 EXCAVATION | | |
0027 6000.61 255.000 LS | 30000.00000 30000.00| 30000.00000 30000.00|
PIER NO.2 EXCAVATION | | |
0028 6005.78 12.000 EACH| 850.00000 10200.00| 700.00000 8400.00|
EXPANSION BEARING, TFE TYPE | | |
0029 6005.83 4.000 EACH| 775.00000 3100.00| 650.00000 2600.00|
FIXED BEARING | | |
0030 6010.22 499.300 CY | 290.00000 144797.00| 350.00000 174755.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0031 6010.26 163.500 CY | 305.00000 49867.50| 300.00000 49050.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0032 6020.00 69390.000 LB | 0.65000 45103.50| 0.52000 36082.80|
REINFORCING STEEL FOR BRIDGE | | |
0033 6040.00 1.000 EACH| 23000.00000 23000.00| 25000.00000 25000.00|
REMOVE STRUCTURE AT STA. 25+00 | | |
0034 6071.12 111190.000 LS | 83750.00000 83750.00| 77000.00000 77000.00|
STEEL SUPERSTRUCTURE AT STA. 25+15 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/03
PAGE : F09 -8
TABULATION OF BIDSCALL ORDER : F09 CONTRACT ID : 3062 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0463 |( 5 ) 0774 |( )
|GRAVES CONSTRUCTION CO., IN |DIXON CONSTRUCTION CO. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 6080.00 5350.000 LB | 2.50000 13375.00| 2.50000 13375.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0036 6105.03 2670.000 TON | 28.00000 74760.00| 24.00000 64080.00|
ROCK RIPRAP, TYPE C | | |
0037 6210.14 2955.000 LF | 17.00000 50235.00| 15.00000 44325.00|
HP 12"X53# STEEL PILING | | |
0038 6310.00 2379.000 SF | 11.00000 26169.00| 12.00000 28548.00|
STEEL SHEET PILING | | |
SECTION TOTALS | $ 646,541.00| $ 708,399.80| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0039 0030.70 LUMP| 700.00000 700.00| 625.00000 625.00|
MOBILIZATION | | |
0040 7011.20 25.000 LF | 22.45000 561.25| 20.40000 510.00|
W-BEAM GUARDRAIL | | |
0041 7020.00 4.000 EACH| 1281.00000 5124.00| 1164.50000 4658.00|
BRIDGE APPROACH SECTIONS | | |
0042 7021.47 3.000 EACH| 1262.00000 3786.00| 1147.00000 3441.00|
MELT | | |
0043 7022.00 1.000 EACH| 495.00000 495.00| 450.00000 450.00|
END ANCHORAGE ASSEMBLY | | |
SECTION TOTALS | $ 10,666.25| $ 9,684.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0044 0001.10 1740.000 BDAY| 1.10000 1914.00| 1.00000 1740.00|
BARRICADE, TYPE III | | |
0045 0001.90 2088.000 EACH| 0.39000 814.32| 0.75000 1566.00|
SIGN DAY | | |
0046 0001.98 1044.000 EACH| 1.10000 1148.40| 0.25000 261.00|
CONTRACTOR FURNISHED SIGN | | |
0047 0010.04 1.000 EACH| 8000.00000 8000.00| 1500.00000 1500.00|
FIELD OFFICE | | |
0048 0030.00 LUMP| 500.00000 500.00| 1.00000 1.00|
MOBILIZATION | | |
SECTION TOTALS | $ 12,376.72| $ 5,068.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 927,883.37| $ 999,175.03| $
====================================================================================================================================
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