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Last Updated: 02/11/2003
February 06, 2003 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : 2
VENDOR RANKING

CALL ORDER : F18 CONTRACT ID : 4143X COUNTIES : ADAMS
LETTING DATE : 02/06/03 DISTRICT : 4
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7001(8)
ON A COUNTY ROAD EAST OF AYR.


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VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------

0013 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0013 THIS LETTING IS LIMITED TO 1.
1742 THE NUMBER OF BRIDGE CONTRACTS WHICH WILL BE ACCEPTED IN
1742 THIS LETTING IS LIMITED TO 2.
1809 THE NUMBER OF CONTRACTS WHICH WILL BE ACCEPTED IN THIS
1809 LETTING IS LIMITED TO 1 (ONE).
2853 SIMON CONTRACTORS AND SUBSIDIARIES IS DETERMINED TO BE THE
2853 APPARENT LOW BIDDER BECAUSE OF CONTRACTOR LIMITS.

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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1809 CAPITAL CONTRACTORS, INC. $ 303,515.22 94.9781%
2 0013 THE DIAMOND ENGINEERING COMPANY $ 310,394.14 97.1307%
*3 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 319,563.31 100.0000%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 345,698.97 108.1786%
5 1742 HERBST CONSTRUCTION, INC. $ 372,010.70 116.4122%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F18 -3
TABULATION OF BIDS

CALL ORDER : F18 CONTRACT ID : 4143X COUNTIES : ADAMS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4

====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0013 |( 3 ) 2853
|CAPITAL CONTRACTORS, INC. |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR
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| 500.00000 500.00| 500.00000 500.00| 2875.00000 2875.00
MOBILIZATION | | |
0002 1009.00 LUMP| 600.00000 600.00| 600.00000 600.00| 690.00000 690.00
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 100.000 MGAL| 2.00000 200.00| 2.00000 200.00| 2.30000 230.00
WATER | | |
0004 1030.00 4773.000 CY | 2.83000 13507.59| 2.83000 13507.59| 3.25000 15512.25
EARTHWORK MEASURED IN EMBANKMENT | | |
0005 1102.00 256.000 SY | 4.00000 1024.00| 4.00000 1024.00| 4.60000 1177.60
REMOVE ASPHALT SURFACE | | |
0006 2001.00 115.000 CY | 13.90000 1598.50| 13.90000 1598.50| 15.99000 1838.85
GRAVEL SURFACE COURSE | | |
0007 3075.32 187.000 SY | 35.00000 6545.00| 47.00000 8789.00| 44.35000 8293.45
8" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0008 L006.00 3.000 ACRE| 200.00000 600.00| 200.00000 600.00| 230.00000 690.00
COVER CROP SEEDING | | |
SECTION TOTALS | $ 24,575.09| $ 26,819.09| $ 31,307.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0009 0030.40 LUMP| 1200.00000 1200.00| 1200.00000 1200.00| 2553.00000 2553.00
MOBILIZATION | | |
0010 4045.00 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1667.50000 1667.50
REMOVE STRUCTURE AT STA. 5+85 | | |
0011 4050.01 231.000 CY | 5.50000 1270.50| 5.50000 1270.50| 9.71000 2243.01
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0012 4100.06 8.160 CY | 550.00000 4488.00| 550.00000 4488.00| 514.82000 4200.93
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0013 4150.00 610.000 LB | 1.00000 610.00| 1.00000 610.00| 1.29000 786.90
REINFORCING STEEL FOR HEADWALL | | |
0014 4300.24 118.000 LF | 19.00000 2242.00| 19.00000 2242.00| 16.67000 1967.06
24" CULVERT PIPE | | |
0015 4300.60 116.000 LF | 60.00000 6960.00| 60.00000 6960.00| 63.77000 7397.32
60" CULVERT PIPE | | |
0016 4310.24 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 210.83000 632.49
24" FLARED-END SECTION | | |
SECTION TOTALS | $ 19,020.50| $ 19,020.50| $ 21,448.21
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 1+35 1-75'0" SPAN, ROLLED BEAM STEEL GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F18 -4
TABULATION OF BIDS

CALL ORDER : F18 CONTRACT ID : 4143X COUNTIES : ADAMS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4

====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0013 |( 3 ) 2853
|CAPITAL CONTRACTORS, INC. |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0030.60 LUMP| 26750.00000 26750.00| 9000.00000 9000.00| 24265.00000 24265.00
MOBILIZATION | | |
0018 1043.50 705.000 SY | 2.45000 1727.25| 2.50000 1762.50| 1.35000 951.75
RIPRAP FILTER FABRIC | | |
0019 3050.15 40.800 CY | 228.60000 9326.88| 286.00000 11668.80| 262.89000 10725.91
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0020 3051.10 4550.000 LB | 0.85000 3867.50| 1.25000 5687.50| 0.97000 4413.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0021 6000.10 50.000 LS | 5500.00000 5500.00| 2200.00000 2200.00| 1725.00000 1725.00
ABUTMENT NO.1 EXCAVATION | | |
0022 6000.11 50.000 LS | 5500.00000 5500.00| 2200.00000 2200.00| 1725.00000 1725.00
ABUTMENT NO.2 EXCAVATION | | |
0023 6005.35 28.000 LF | 85.00000 2380.00| 78.00000 2184.00| 54.63000 1529.64
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0024 6005.78 4.000 EACH| 675.00000 2700.00| 774.00000 3096.00| 692.30000 2769.20
EXPANSION BEARING, TFE TYPE | | |
0025 6005.83 4.000 EACH| 675.00000 2700.00| 604.00000 2416.00| 570.40000 2281.60
FIXED BEARING | | |
0026 6010.22 102.500 CY | 274.00000 28085.00| 320.00000 32800.00| 374.25000 38360.63
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0027 6010.26 84.700 CY | 275.00000 23292.50| 404.00000 34218.80| 388.99000 32947.45
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0028 6020.00 22200.000 LB | 0.65000 14430.00| 0.56000 12432.00| 0.68000 15096.00
REINFORCING STEEL FOR BRIDGE | | |
0029 6040.00 1.000 EACH| 5500.00000 5500.00| 3800.00000 3800.00| 2530.00000 2530.00
REMOVE STRUCTURE AT STA. 1+29 | | |
0030 6071.12 58145.000 LS | 52000.00000 52000.00| 47500.00000 47500.00| 37158.80000 37158.80
STEEL SUPERSTRUCTURE AT STA. 1+35 | | |
0031 6080.00 2265.000 LB | 2.40000 5436.00| 2.03000 4597.95| 1.52000 3442.80
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 562.000 TON | 38.00000 21356.00| 40.00000 22480.00| 39.96000 22457.52
ROCK RIPRAP, TYPE B | | |
0033 6200.00 680.000 LF | 19.00000 12920.00| 32.00000 21760.00| 25.67000 17455.60
CONCRETE PILING | | |
0034 6310.00 1935.000 SF | 10.00000 19350.00| 11.50000 22252.50| 12.74000 24651.90
STEEL SHEET PILING | | |
SECTION TOTALS | $ 242,821.13| $ 242,056.05| $ 244,487.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F18 -5
TABULATION OF BIDS

CALL ORDER : F18 CONTRACT ID : 4143X COUNTIES : ADAMS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4

====================================================================================================================================
|( 1 ) 1809 |( 2 ) 0013 |( 3 ) 2853
|CAPITAL CONTRACTORS, INC. |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSIDIAR
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 0030.70 LUMP| 650.00000 650.00| 650.00000 650.00| 874.00000 874.00
MOBILIZATION | | |
0036 7011.20 137.500 LF | 14.00000 1925.00| 14.00000 1925.00| 20.15000 2770.63
W-BEAM GUARDRAIL | | |
0037 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1392.65000 5570.60
BRIDGE APPROACH SECTIONS | | |
0038 7024.27 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1829.65000 7318.60
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 12,975.00| $ 12,975.00| $ 16,533.83
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0039 0001.08 10.000 BDAY| 0.50000 5.00| 0.50000 5.00| 0.50000 5.00
BARRICADE, TYPE II | | |
0040 0001.10 1332.000 BDAY| 2.00000 2664.00| 2.00000 2664.00| 2.30000 3063.60
BARRICADE, TYPE III | | |
0041 0001.90 1776.000 EACH| 0.50000 888.00| 0.50000 888.00| 0.58000 1030.08
SIGN DAY | | |
0042 0001.98 666.000 EACH| 0.25000 166.50| 0.25000 166.50| 0.29000 193.14
CONTRACTOR FURNISHED SIGN | | |
0043 0003.10 4.000 DAY | 100.00000 400.00| 200.00000 800.00| 287.50000 1150.00
FLAGGING | | |
0044 0030.00 LUMP| 0.00000 0.00| 5000.00000 5000.00| 345.00000 345.00
MOBILIZATION | | |
SECTION TOTALS | $ 4,123.50| $ 9,523.50| $ 5,786.82
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 303,515.22| $ 310,394.14| $ 319,563.31
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F18 -6
TABULATION OF BIDS

CALL ORDER : F18 CONTRACT ID : 4143X COUNTIES : ADAMS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4

====================================================================================================================================
|( 4 ) 0462 |( 5 ) 1742 |( )
|WEBB CONTRACTOR, INC./L. J. |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| 500.00000 500.00| 2600.00000 2600.00|
MOBILIZATION | | |
0002 1009.00 LUMP| 600.00000 600.00| 600.00000 600.00|
GENERAL CLEARING AND GRUBBING | | |
0003 1011.00 100.000 MGAL| 2.00000 200.00| 2.00000 200.00|
WATER | | |
0004 1030.00 4773.000 CY | 2.83000 13507.59| 3.00000 14319.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0005 1102.00 256.000 SY | 4.00000 1024.00| 4.10000 1049.60|
REMOVE ASPHALT SURFACE | | |
0006 2001.00 115.000 CY | 13.90000 1598.50| 14.00000 1610.00|
GRAVEL SURFACE COURSE | | |
0007 3075.32 187.000 SY | 43.50000 8134.50| 52.00000 9724.00|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0008 L006.00 3.000 ACRE| 200.00000 600.00| 200.00000 600.00|
COVER CROP SEEDING | | |
SECTION TOTALS | $ 26,164.59| $ 30,702.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0009 0030.40 LUMP| 1200.00000 1200.00| 1900.00000 1900.00|
MOBILIZATION | | |
0010 4045.00 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00|
REMOVE STRUCTURE AT STA. 5+85 | | |
0011 4050.01 231.000 CY | 5.50000 1270.50| 5.60000 1293.60|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0012 4100.06 8.160 CY | 550.00000 4488.00| 550.00000 4488.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0013 4150.00 610.000 LB | 1.00000 610.00| 1.00000 610.00|
REINFORCING STEEL FOR HEADWALL | | |
0014 4300.24 118.000 LF | 19.00000 2242.00| 19.50000 2301.00|
24" CULVERT PIPE | | |
0015 4300.60 116.000 LF | 60.00000 6960.00| 61.00000 7076.00|
60" CULVERT PIPE | | |
0016 4310.24 3.000 EACH| 150.00000 450.00| 150.00000 450.00|
24" FLARED-END SECTION | | |
SECTION TOTALS | $ 19,020.50| $ 20,118.60| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 1+35 1-75'0" SPAN, ROLLED BEAM STEEL GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F18 -7
TABULATION OF BIDS

CALL ORDER : F18 CONTRACT ID : 4143X COUNTIES : ADAMS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4

====================================================================================================================================
|( 4 ) 0462 |( 5 ) 1742 |( )
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 0030.60 LUMP| 35200.00000 35200.00| 30000.00000 30000.00|
MOBILIZATION | | |
0018 1043.50 705.000 SY | 2.00000 1410.00| 2.50000 1762.50|
RIPRAP FILTER FABRIC | | |
0019 3050.15 40.800 CY | 228.60000 9326.88| 230.00000 9384.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0020 3051.10 4550.000 LB | 0.85000 3867.50| 1.00000 4550.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0021 6000.10 50.000 LS | 4000.00000 4000.00| 10000.00000 10000.00|
ABUTMENT NO.1 EXCAVATION | | |
0022 6000.11 50.000 LS | 4000.00000 4000.00| 10000.00000 10000.00|
ABUTMENT NO.2 EXCAVATION | | |
0023 6005.35 28.000 LF | 50.00000 1400.00| 60.00000 1680.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0024 6005.78 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00|
EXPANSION BEARING, TFE TYPE | | |
0025 6005.83 4.000 EACH| 700.00000 2800.00| 900.00000 3600.00|
FIXED BEARING | | |
0026 6010.22 102.500 CY | 430.00000 44075.00| 375.00000 38437.50|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0027 6010.26 84.700 CY | 430.00000 36421.00| 400.00000 33880.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0028 6020.00 22200.000 LB | 0.65000 14430.00| 0.65000 14430.00|
REINFORCING STEEL FOR BRIDGE | | |
0029 6040.00 1.000 EACH| 9000.00000 9000.00| 10000.00000 10000.00|
REMOVE STRUCTURE AT STA. 1+29 | | |
0030 6071.12 58145.000 LS | 43000.00000 43000.00| 53000.00000 53000.00|
STEEL SUPERSTRUCTURE AT STA. 1+35 | | |
0031 6080.00 2265.000 LB | 3.00000 6795.00| 4.00000 9060.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0032 6105.02 562.000 TON | 35.00000 19670.00| 34.00000 19108.00|
ROCK RIPRAP, TYPE B | | |
0033 6200.00 680.000 LF | 30.00000 20400.00| 32.00000 21760.00|
CONCRETE PILING | | |
0034 6310.00 1935.000 SF | 12.00000 23220.00| 14.00000 27090.00|
STEEL SHEET PILING | | |
SECTION TOTALS | $ 282,615.38| $ 301,342.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/10/03
PAGE : F18 -8
TABULATION OF BIDS

CALL ORDER : F18 CONTRACT ID : 4143X COUNTIES : ADAMS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 4

====================================================================================================================================
|( 4 ) 0462 |( 5 ) 1742 |( )
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 0030.70 LUMP| 650.00000 650.00| 1000.00000 1000.00|
MOBILIZATION | | |
0036 7011.20 137.500 LF | 14.00000 1925.00| 14.00000 1925.00|
W-BEAM GUARDRAIL | | |
0037 7020.00 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00|
BRIDGE APPROACH SECTIONS | | |
0038 7024.27 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 12,975.00| $ 13,725.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0039 0001.08 10.000 BDAY| 0.50000 5.00| 0.50000 5.00|
BARRICADE, TYPE II | | |
0040 0001.10 1332.000 BDAY| 2.00000 2664.00| 2.50000 3330.00|
BARRICADE, TYPE III | | |
0041 0001.90 1776.000 EACH| 0.50000 888.00| 0.50000 888.00|
SIGN DAY | | |
0042 0001.98 666.000 EACH| 0.25000 166.50| 0.75000 499.50|
CONTRACTOR FURNISHED SIGN | | |
0043 0003.10 4.000 DAY | 200.00000 800.00| 200.00000 800.00|
FLAGGING | | |
0044 0030.00 LUMP| 400.00000 400.00| 600.00000 600.00|
MOBILIZATION | | |
SECTION TOTALS | $ 4,923.50| $ 6,122.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 345,698.97| $ 372,010.70| $
====================================================================================================================================

 

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