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NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 2
VENDOR RANKING
CALL ORDER : 305 CONTRACT ID : 3762X COUNTIES : DIXON
LETTING DATE : 04/17/08 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : BRO-7026(18)
ON A COUNTY ROAD, SOUTHWEST OF WATERBURY
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0774 DIXON CONSTRUCTION CO. $ 476,373.40 100.0000%
2 1742 HERBST CONSTRUCTION, INC. $ 485,233.20 101.8598%
3 0880 CHRISTENSEN BROS., INC. $ 487,653.60 102.3679%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 521,255.60 109.4216%
5 0463 GRAVES CONSTRUCTION CO., INC. $ 542,800.64 113.9444%
6 2860 COMMERCIAL CONSTRUCTION, INC. $ 561,197.50 117.8062%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 305 -3
TABULATION OF BIDS
CALL ORDER : 305 CONTRACT ID : 3762X COUNTIES : DIXON
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 3
====================================================================================================================================
|( 1 ) 0774 |( 2 ) 1742 |( 3 ) 0880
|DIXON CONSTRUCTION CO. |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 0001.10 1416.000 BDAY| 1.65000 2336.40| 2.00000 2832.00| 2.00000 2832.00
BARRICADE, TYPE III | | |
0002 0001.90 1888.000 EACH| 0.10000 188.80| 0.10000 188.80| 0.20000 377.60
SIGN DAY | | |
0003 0001.99 472.000 EACH| 0.10000 47.20| 0.20000 94.40| 0.20000 94.40
CONTRACTOR FURNISHED SIGN DAY | | |
0004 0030.10 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 6000.00000 6000.00
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 50.00000 50.00| 100.00000 100.00| 100.00000 100.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 1000.00000 1000.00| 500.00000 500.00| 2000.00000 2000.00
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 35.000 MGAL| 11.00000 385.00| 11.00000 385.00| 11.00000 385.00
WATER | | |
0008 1030.00 2568.000 CY | 5.00000 12840.00| 5.00000 12840.00| 6.00000 15408.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1320.36 42.000 LF | 40.00000 1680.00| 45.00000 1890.00| 46.00000 1932.00
36" CORRUGATED METAL PIPE FOR DRIVEWAY | | |
CULVERT PIPE | | |
0010 4050.01 173.000 CY | 10.00000 1730.00| 4.00000 692.00| 7.00000 1211.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0011 4350.36 58.000 LF | 50.00000 2900.00| 52.00000 3016.00| 56.00000 3248.00
36" CORRUGATED METAL PIPE | | |
0012 4360.36 2.000 EACH| 500.00000 1000.00| 475.00000 950.00| 500.00000 1000.00
36" METAL FLARED-END SECTION | | |
0013 9110.01 10.000 HOUR| 60.00000 600.00| 50.00000 500.00| 100.00000 1000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0014 9110.03 10.000 HOUR| 60.00000 600.00| 50.00000 500.00| 70.00000 700.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0015 9110.07 10.000 HOUR| 40.00000 400.00| 40.00000 400.00| 85.00000 850.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0016 9110.27 10.000 HOUR| 70.00000 700.00| 100.00000 1000.00| 140.00000 1400.00
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0017 L001.01 1.000 ACRE| 1299.00000 1299.00| 1518.00000 1518.00| 1600.00000 1600.00
SEEDING, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 305 -4
TABULATION OF BIDS
CALL ORDER : 305 CONTRACT ID : 3762X COUNTIES : DIXON
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 3
====================================================================================================================================
|( 1 ) 0774 |( 2 ) 1742 |( 3 ) 0880
|DIXON CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 L006.00 1.000 ACRE| 500.00000 500.00| 275.00000 275.00| 280.00000 280.00
COVER CROP SEEDING | | |
0019 L022.12 523.000 LF | 3.50000 1830.50| 4.00000 2092.00| 3.00000 1569.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0020 L032.75 2.000 TON | 100.00000 200.00| 110.00000 220.00| 110.00000 220.00
MULCH | | |
SECTION TOTALS | $ 35,286.90| $ 32,993.20| $ 42,207.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 15+26.00 1-100'-0" SPAN WELDED PLATE STEEL GIRDER
| | |
0021 0030.60 LUMP| 28000.00000 28000.00| 30000.00000 30000.00| 40000.00000 40000.00
MOBILIZATION | | |
0022 1043.50 698.000 SY | 2.25000 1570.50| 2.00000 1396.00| 2.00000 1396.00
RIPRAP FILTER FABRIC | | |
0023 6000.10 25.000 LS | 7500.00000 7500.00| 5500.00000 5500.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0024 6000.11 25.000 LS | 7500.00000 7500.00| 5500.00000 5500.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0025 6005.78 4.000 EACH| 1000.00000 4000.00| 900.00000 3600.00| 1000.00000 4000.00
EXPANSION BEARING, TFE TYPE | | |
0026 6005.83 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 1000.00000 4000.00
FIXED BEARING | | |
0027 6010.22 18.800 CY | 500.00000 9400.00| 550.00000 10340.00| 400.00000 7520.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0028 6010.26 100.400 CY | 400.00000 40160.00| 400.00000 40160.00| 320.00000 32128.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0029 6020.00 21882.000 LB | 1.00000 21882.00| 1.00000 21882.00| 0.80000 17505.60
REINFORCING STEEL FOR BRIDGE | | |
0030 6040.00 1.000 EACH| 17000.00000 17000.00| 22000.00000 22000.00| 14000.00000 14000.00
REMOVE STRUCTURE AT STA. 15+26.00 | | |
0031 6071.11 79686.000 LS | 140000.00000 140000.00| 140000.00000 140000.00| 139000.00000 139000.00
STEEL SUPERSTRUCTURE AT STA. 15+26.00 | | |
0032 6080.00 2520.000 LB | 3.00000 7560.00| 3.00000 7560.00| 4.00000 10080.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0033 6105.02 567.000 TON | 33.00000 18711.00| 32.00000 18144.00| 30.00000 17010.00
ROCK RIPRAP, TYPE B | | |
0034 6210.12 2320.000 LF | 31.00000 71920.00| 34.00000 78880.00| 32.00000 74240.00
HP 10"X42# STEEL PILING | | |
0035 6310.00 3033.000 SF | 15.00000 45495.00| 16.00000 48528.00| 19.00000 57627.00
STEEL SHEET PILING | | |
SECTION TOTALS | $ 424,298.50| $ 437,090.00| $ 428,506.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 305 -5
TABULATION OF BIDS
CALL ORDER : 305 CONTRACT ID : 3762X COUNTIES : DIXON
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 3
====================================================================================================================================
|( 1 ) 0774 |( 2 ) 1742 |( 3 ) 0880
|DIXON CONSTRUCTION CO. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 0030.70 LUMP| 1050.00000 1050.00| 350.00000 350.00| 1100.00000 1100.00
MOBILIZATION | | |
0037 7020.00 4.000 EACH| 2212.00000 8848.00| 2100.00000 8400.00| 2220.00000 8880.00
BRIDGE APPROACH SECTIONS | | |
0038 7021.47 4.000 EACH| 1722.50000 6890.00| 1600.00000 6400.00| 1740.00000 6960.00
MELT | | |
SECTION TOTALS | $ 16,788.00| $ 15,150.00| $ 16,940.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 476,373.40| $ 485,233.20| $ 487,653.60
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 305 -6
TABULATION OF BIDS
CALL ORDER : 305 CONTRACT ID : 3762X COUNTIES : DIXON
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 3
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0463 |( 6 ) 2860
|WEBB CONTRACTOR, INC./L. J. |GRAVES CONSTRUCTION CO., IN |COMMERCIAL 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 0001.10 1416.000 BDAY| 1.65000 2336.40| 1.68000 2378.88| 1.65000 2336.40
BARRICADE, TYPE III | | |
0002 0001.90 1888.000 EACH| 0.10000 188.80| 0.10000 188.80| 0.10000 188.80
SIGN DAY | | |
0003 0001.99 472.000 EACH| 0.10000 47.20| 0.10000 47.20| 0.10000 47.20
CONTRACTOR FURNISHED SIGN DAY | | |
0004 0030.10 LUMP| 5800.00000 5800.00| 6000.00000 6000.00| 5000.00000 5000.00
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 100.00000 100.00| 50.00000 50.00| 1.00000 1.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 1800.00000 1800.00| 1500.00000 1500.00| 6500.00000 6500.00
GENERAL CLEARING AND GRUBBING | | |
0007 1011.00 35.000 MGAL| 11.00000 385.00| 11.00000 385.00| 11.00000 385.00
WATER | | |
0008 1030.00 2568.000 CY | 5.97000 15330.96| 6.00000 15408.00| 10.00000 25680.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1320.36 42.000 LF | 45.50000 1911.00| 38.25000 1606.50| 45.00000 1890.00
36" CORRUGATED METAL PIPE FOR DRIVEWAY | | |
CULVERT PIPE | | |
0010 4050.01 173.000 CY | 7.00000 1211.00| 4.00000 692.00| 10.00000 1730.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0011 4350.36 58.000 LF | 54.88000 3183.04| 38.82000 2251.56| 45.00000 2610.00
36" CORRUGATED METAL PIPE | | |
0012 4360.36 2.000 EACH| 488.00000 976.00| 432.00000 864.00| 500.00000 1000.00
36" METAL FLARED-END SECTION | | |
0013 9110.01 10.000 HOUR| 60.00000 600.00| 90.00000 900.00| 95.00000 950.00
RENTAL OF LOADER, FULLY OPERATED | | |
0014 9110.03 10.000 HOUR| 60.00000 600.00| 75.00000 750.00| 95.00000 950.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0015 9110.07 10.000 HOUR| 70.00000 700.00| 50.00000 500.00| 95.00000 950.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0016 9110.27 10.000 HOUR| 100.00000 1000.00| 130.00000 1300.00| 145.00000 1450.00
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0017 L001.01 1.000 ACRE| 1518.00000 1518.00| 1518.00000 1518.00| 1518.00000 1518.00
SEEDING, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 305 -7
TABULATION OF BIDS
CALL ORDER : 305 CONTRACT ID : 3762X COUNTIES : DIXON
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 3
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0463 |( 6 ) 2860
|WEBB CONTRACTOR, INC./L. J. |GRAVES CONSTRUCTION CO., IN |COMMERCIAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 L006.00 1.000 ACRE| 275.00000 275.00| 275.00000 275.00| 275.00000 275.00
COVER CROP SEEDING | | |
0019 L022.12 523.000 LF | 3.00000 1569.00| 3.00000 1569.00| 3.00000 1569.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0020 L032.75 2.000 TON | 110.00000 220.00| 110.00000 220.00| 110.00000 220.00
MULCH | | |
SECTION TOTALS | $ 39,751.40| $ 38,403.94| $ 55,250.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6 BRIDGE AT STA. 15+26.00 1-100'-0" SPAN WELDED PLATE STEEL GIRDER
| | |
0021 0030.60 LUMP| 28000.00000 28000.00| 73500.00000 73500.00| 40000.00000 40000.00
MOBILIZATION | | |
0022 1043.50 698.000 SY | 2.50000 1745.00| 2.50000 1745.00| 3.18000 2219.64
RIPRAP FILTER FABRIC | | |
0023 6000.10 25.000 LS | 4000.00000 4000.00| 6000.00000 6000.00| 5500.00000 5500.00
ABUTMENT NO.1 EXCAVATION | | |
0024 6000.11 25.000 LS | 4000.00000 4000.00| 6000.00000 6000.00| 5500.00000 5500.00
ABUTMENT NO.2 EXCAVATION | | |
0025 6005.78 4.000 EACH| 1000.00000 4000.00| 875.00000 3500.00| 800.00000 3200.00
EXPANSION BEARING, TFE TYPE | | |
0026 6005.83 4.000 EACH| 1000.00000 4000.00| 735.00000 2940.00| 800.00000 3200.00
FIXED BEARING | | |
0027 6010.22 18.800 CY | 500.00000 9400.00| 325.00000 6110.00| 645.90000 12142.92
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0028 6010.26 100.400 CY | 400.00000 40160.00| 320.00000 32128.00| 704.17000 70698.67
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0029 6020.00 21882.000 LB | 1.10000 24070.20| 0.85000 18599.70| 1.20000 26258.40
REINFORCING STEEL FOR BRIDGE | | |
0030 6040.00 1.000 EACH| 5000.00000 5000.00| 6000.00000 6000.00| 24500.00000 24500.00
REMOVE STRUCTURE AT STA. 15+26.00 | | |
0031 6071.11 79686.000 LS | 160000.00000 160000.00| 178050.00000 178050.00| 133000.00000 133000.00
STEEL SUPERSTRUCTURE AT STA. 15+26.00 | | |
0032 6080.00 2520.000 LB | 3.75000 9450.00| 3.75000 9450.00| 2.70000 6804.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0033 6105.02 567.000 TON | 32.00000 18144.00| 35.00000 19845.00| 42.11000 23876.37
ROCK RIPRAP, TYPE B | | |
0034 6210.12 2320.000 LF | 41.00000 95120.00| 30.50000 70760.00| 34.13000 79181.60
HP 10"X42# STEEL PILING | | |
0035 6310.00 3033.000 SF | 19.00000 57627.00| 17.00000 51561.00| 17.50000 53077.50
STEEL SHEET PILING | | |
SECTION TOTALS | $ 464,716.20| $ 486,188.70| $ 489,159.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 7 GUARDRAIL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 305 -8
TABULATION OF BIDS
CALL ORDER : 305 CONTRACT ID : 3762X COUNTIES : DIXON
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 3
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0463 |( 6 ) 2860
|WEBB CONTRACTOR, INC./L. J. |GRAVES CONSTRUCTION CO., IN |COMMERCIAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 0030.70 LUMP| 1050.00000 1050.00| 2000.00000 2000.00| 1050.00000 1050.00
MOBILIZATION | | |
0037 7020.00 4.000 EACH| 2212.00000 8848.00| 2278.00000 9112.00| 2212.00000 8848.00
BRIDGE APPROACH SECTIONS | | |
0038 7021.47 4.000 EACH| 1722.50000 6890.00| 1774.00000 7096.00| 1722.50000 6890.00
MELT | | |
SECTION TOTALS | $ 16,788.00| $ 18,208.00| $ 16,788.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 521,255.60| $ 542,800.64| $ 561,197.50
====================================================================================================================================
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