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NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 2
VENDOR RANKING
CALL ORDER : 700 CONTRACT ID : 7897 COUNTIES : RED WILLOW
LETTING DATE : 05/22/08 DISTRICT : 7
CONTRACT DESCRIPTION : PROJECT(S) : BR-1525(6)
ON A COUNTY ROAD SOUTHWEST OF MCCOOK
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 445,619.24 100.0000%
2 1730 WILKE CONTRACTING CORPORATION $ 486,182.85 109.1028%
3 0462 L. J. WEBB CONTRACTOR, INC. $ 489,980.74 109.9550%
4 1742 HERBST CONSTRUCTION, INC. $ 499,514.10 112.0944%
5 0013 THE DIAMOND ENGINEERING COMPANY $ 532,649.08 119.5301%
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 700 -3
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : 7897 COUNTIES : RED WILLOW
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 7
====================================================================================================================================
|( 1 ) 2853 |( 2 ) 1730 |( 3 ) 0462
|SIMON CONTRACTORS AND SUBSI |WILKE CONTRACTING CORPORATI |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 37+66.00 1 - 75'-0" SPAN PRESTRESSED CONCRETE INVERTED TEE
| | |
0001 0001.10 1416.000 BDAY| 2.25000 3186.00| 2.50000 3540.00| 2.25000 3186.00
BARRICADE, TYPE III | | |
0002 0001.90 1888.000 EACH| 0.15000 283.20| 0.20000 377.60| 0.15000 283.20
SIGN DAY | | |
0003 0001.99 236.000 EACH| 0.15000 35.40| 0.20000 47.20| 0.15000 35.40
CONTRACTOR FURNISHED SIGN DAY | | |
0004 0030.60 LUMP| 22416.10000 22416.10| 24000.00000 24000.00| 40200.00000 40200.00
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 187.00000 187.00| 200.00000 200.00| 187.00000 187.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 246.000 MGAL| 11.00000 2706.00| 11.00000 2706.00| 11.00000 2706.00
WATER | | |
0008 1030.00 9820.000 CY | 4.95000 48609.00| 5.50000 54010.00| 4.95000 48609.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1043.50 602.000 SY | 3.05000 1836.10| 3.00000 1806.00| 2.50000 1505.00
RIPRAP FILTER FABRIC | | |
0010 1300.24 84.000 LF | 18.33000 1539.72| 41.00000 3444.00| 18.31000 1538.04
24" DRIVEWAY CULVERT PIPE | | |
0011 1305.24 52.000 LF | 21.40000 1112.80| 44.00000 2288.00| 21.40000 1112.80
24" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
0012 4050.01 80.000 CY | 12.00000 960.00| 18.00000 1440.00| 12.00000 960.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0013 4300.18 38.000 LF | 13.95000 530.10| 28.00000 1064.00| 13.90000 528.20
18" CULVERT PIPE | | |
0014 4300.24 107.000 LF | 18.97000 2029.79| 41.00000 4387.00| 18.95000 2027.65
24" CULVERT PIPE | | |
0015 4310.18 2.000 EACH| 120.00000 240.00| 260.00000 520.00| 120.00000 240.00
18" FLARED-END SECTION | | |
0016 4310.24 1.000 EACH| 155.00000 155.00| 300.00000 300.00| 155.00000 155.00
24" FLARED-END SECTION | | |
0017 6000.10 5.000 LS | 1776.00000 1776.00| 9800.00000 9800.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0018 6000.11 5.000 LS | 1776.00000 1776.00| 9200.00000 9200.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 700 -4
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : 7897 COUNTIES : RED WILLOW
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 7
====================================================================================================================================
|( 1 ) 2853 |( 2 ) 1730 |( 3 ) 0462
|SIMON CONTRACTORS AND SUBSI |WILKE CONTRACTING CORPORATI |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 74.670 CY | 405.39000 30270.47| 404.00000 30166.68| 420.00000 31361.40
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0020 6010.26 71.480 CY | 450.68000 32214.61| 434.00000 31022.32| 420.00000 30021.60
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0021 6011.11 59.160 LS | 69107.00000 69107.00| 74000.00000 74000.00| 84000.00000 84000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 37+66.00 | | |
0022 6020.00 15045.000 LB | 1.20000 18054.00| 1.09000 16399.05| 1.25000 18806.25
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 5272.50000 5272.50| 4200.00000 4200.00| 7000.00000 7000.00
REMOVE STRUCTURE AT STA. 37+75 | | |
0024 6080.00 3750.000 LB | 2.28000 8550.00| 4.00000 15000.00| 4.00000 15000.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0025 6095.00 4.000 EACH| 388.50000 1554.00| 330.00000 1320.00| 500.00000 2000.00
STEEL DIAPHRAGM | | |
0026 6105.02 475.000 TON | 79.97000 37985.75| 71.00000 33725.00| 70.00000 33250.00
ROCK RIPRAP, TYPE B | | |
0027 6200.00 1170.000 LF | 39.53000 46250.10| 39.00000 45630.00| 38.50000 45045.00
CONCRETE PILING | | |
0028 6310.00 3150.000 SF | 24.30000 76545.00| 24.00000 75600.00| 25.00000 78750.00
STEEL SHEET PILING | | |
0029 7020.00 4.000 EACH| 2500.00000 10000.00| 2600.00000 10400.00| 2500.00000 10000.00
BRIDGE APPROACH SECTIONS | | |
0030 7021.47 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 2100.00000 8400.00
MELT | | |
0031 9110.01 10.000 HOUR| 49.95000 499.50| 80.00000 800.00| 70.00000 700.00
RENTAL OF LOADER, FULLY OPERATED | | |
0032 9110.03 10.000 HOUR| 49.95000 499.50| 80.00000 800.00| 70.00000 700.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0033 9110.07 10.000 HOUR| 55.50000 555.00| 80.00000 800.00| 70.00000 700.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0034 9110.27 10.000 HOUR| 71.04000 710.40| 175.00000 1750.00| 120.00000 1200.00
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0035 L001.01 3.000 ACRE| 620.00000 1860.00| 750.00000 2250.00| 620.00000 1860.00
SEEDING, TYPE A | | |
0036 L006.00 3.000 ACRE| 320.00000 960.00| 350.00000 1050.00| 320.00000 960.00
COVER CROP SEEDING | | |
0037 L022.11 940.000 LF | 2.78000 2613.20| 10.00000 9400.00| 2.78000 2613.20
FABRIC SILT FENCE-LOW POROSITY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 700 -5
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : 7897 COUNTIES : RED WILLOW
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 7
====================================================================================================================================
|( 1 ) 2853 |( 2 ) 1730 |( 3 ) 0462
|SIMON CONTRACTORS AND SUBSI |WILKE CONTRACTING CORPORATI |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 L032.75 7.000 TON | 120.00000 840.00| 120.00000 840.00| 120.00000 840.00
MULCH | | |
SECTION TOTALS | $ 445,619.24| $ 486,182.85| $ 489,980.74
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 445,619.24| $ 486,182.85| $ 489,980.74
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 700 -6
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : 7897 COUNTIES : RED WILLOW
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 7
====================================================================================================================================
|( 4 ) 1742 |( 5 ) 0013 |( )
|HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING 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. 37+66.00 1 - 75'-0" SPAN PRESTRESSED CONCRETE INVERTED TEE
| | |
0001 0001.10 1416.000 BDAY| 2.50000 3540.00| 2.25000 3186.00|
BARRICADE, TYPE III | | |
0002 0001.90 1888.000 EACH| 0.15000 283.20| 0.15000 283.20|
SIGN DAY | | |
0003 0001.99 236.000 EACH| 0.15000 35.40| 0.15000 35.40|
CONTRACTOR FURNISHED SIGN DAY | | |
0004 0030.60 LUMP| 34000.00000 34000.00| 33544.89000 33544.89|
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 750.00000 750.00| 750.00000 750.00|
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 4000.00000 4000.00| 3850.00000 3850.00|
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 246.000 MGAL| 11.00000 2706.00| 11.00000 2706.00|
WATER | | |
0008 1030.00 9820.000 CY | 7.75000 76105.00| 7.75000 76105.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1043.50 602.000 SY | 2.50000 1505.00| 3.66000 2203.32|
RIPRAP FILTER FABRIC | | |
0010 1300.24 84.000 LF | 41.00000 3444.00| 41.00000 3444.00|
24" DRIVEWAY CULVERT PIPE | | |
0011 1305.24 52.000 LF | 44.00000 2288.00| 44.00000 2288.00|
24" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE | | |
0012 4050.01 80.000 CY | 12.00000 960.00| 8.65000 692.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0013 4300.18 38.000 LF | 30.00000 1140.00| 38.75000 1472.50|
18" CULVERT PIPE | | |
0014 4300.24 107.000 LF | 44.00000 4708.00| 37.47000 4009.29|
24" CULVERT PIPE | | |
0015 4310.18 2.000 EACH| 350.00000 700.00| 293.44000 586.88|
18" FLARED-END SECTION | | |
0016 4310.24 1.000 EACH| 400.00000 400.00| 316.01000 316.01|
24" FLARED-END SECTION | | |
0017 6000.10 5.000 LS | 6500.00000 6500.00| 1316.70000 1316.70|
ABUTMENT NO.1 EXCAVATION | | |
0018 6000.11 5.000 LS | 6500.00000 6500.00| 1316.70000 1316.70|
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 700 -7
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : 7897 COUNTIES : RED WILLOW
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 7
====================================================================================================================================
|( 4 ) 1742 |( 5 ) 0013 |( )
|HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6010.22 74.670 CY | 400.00000 29868.00| 434.74000 32462.04|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0020 6010.26 71.480 CY | 400.00000 28592.00| 461.31000 32974.44|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0021 6011.11 59.160 LS | 69500.00000 69500.00| 84268.65000 84268.65|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 37+66.00 | | |
0022 6020.00 15045.000 LB | 1.10000 16549.50| 1.25000 18806.25|
REINFORCING STEEL FOR BRIDGE | | |
0023 6040.00 1.000 EACH| 25000.00000 25000.00| 3385.79000 3385.79|
REMOVE STRUCTURE AT STA. 37+75 | | |
0024 6080.00 3750.000 LB | 3.00000 11250.00| 3.25000 12187.50|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0025 6095.00 4.000 EACH| 500.00000 2000.00| 448.43000 1793.72|
STEEL DIAPHRAGM | | |
0026 6105.02 475.000 TON | 64.00000 30400.00| 89.54000 42531.50|
ROCK RIPRAP, TYPE B | | |
0027 6200.00 1170.000 LF | 35.00000 40950.00| 44.84000 52462.80|
CONCRETE PILING | | |
0028 6310.00 3150.000 SF | 21.00000 66150.00| 26.07000 82120.50|
STEEL SHEET PILING | | |
0029 7020.00 4.000 EACH| 2600.00000 10400.00| 2500.00000 10000.00|
BRIDGE APPROACH SECTIONS | | |
0030 7021.47 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00|
MELT | | |
0031 9110.01 10.000 HOUR| 60.00000 600.00| 85.00000 850.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0032 9110.03 10.000 HOUR| 50.00000 500.00| 105.00000 1050.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0033 9110.07 10.000 HOUR| 40.00000 400.00| 75.00000 750.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0034 9110.27 10.000 HOUR| 100.00000 1000.00| 150.00000 1500.00|
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0035 L001.01 3.000 ACRE| 900.00000 2700.00| 900.00000 2700.00|
SEEDING, TYPE A | | |
0036 L006.00 3.000 ACRE| 300.00000 900.00| 300.00000 900.00|
COVER CROP SEEDING | | |
0037 L022.11 940.000 LF | 4.50000 4230.00| 5.00000 4700.00|
FABRIC SILT FENCE-LOW POROSITY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/08
PAGE : 700 -8
TABULATION OF BIDS
CALL ORDER : 700 CONTRACT ID : 7897 COUNTIES : RED WILLOW
LETTING DATE : 05/22/08 1:30 pm DISTRICT : 7
====================================================================================================================================
|( 4 ) 1742 |( 5 ) 0013 |( )
|HERBST CONSTRUCTION, INC. |DIAMOND ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 L032.75 7.000 TON | 80.00000 560.00| 100.00000 700.00|
MULCH | | |
SECTION TOTALS | $ 499,514.10| $ 532,649.08| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 499,514.10| $ 532,649.08| $
====================================================================================================================================
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