|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD EAST OF GREENWOOD.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0751 IRVING F. JENSEN CO., INC. $ 2,188,707.29 100.0000%
2 1216 CEDAR VALLEY CORP. $ 2,284,798.00 104.3902%
3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,392,892.79 109.3290%
4 0574 CONSTRUCTORS, INC. $ 2,452,951.69 112.0730%
5 0049 HAWKINS CONSTRUCTION COMPANY $ 2,485,053.01 113.5397%
6 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 2,622,116.09 119.8020%
7 1276 KIEWIT WESTERN CO. $ 2,702,714.70 123.4845%
8 2182 WBE COMPANY, INC. $ 2,728,110.32 124.6448%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(1) 0751 |(2) 1216 |(3) 3606
|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 20.800 ha | 145.00000 3016.00| 140.00000 2912.00| 147.90000 3076.32
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 15000.00000 15000.00| 17500.00000 17500.00| 15300.00000 15300.00
MOBILIZATION | | |
0003 1000.00 26.000 EACH| 300.00000 7800.00| 300.00000 7800.00| 306.00000 7956.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 22000.00000 22000.00| 22000.00000 22000.00| 22440.00000 22440.00
GENERAL CLEARING AND GRUBBING | | |
0005 1010.00 106739.000 m3 | 1.70000 181456.30| 1.64000 175051.96| 1.67000 178254.13
EXCAVATION | | |
0006 1011.00 2664.000 kL | 3.00000 7992.00| 3.00000 7992.00| 3.06000 8151.84
WATER | | |
0007 1300.18 486.000 m | 25.00000 12150.00| 25.00000 12150.00| 25.50000 12393.00
450 mm DRIVEWAY CULVERT PIPE | | |
0008 1300.24 22.000 m | 35.00000 770.00| 35.00000 770.00| 35.70000 785.40
600 mm DRIVEWAY CULVERT PIPE | | |
0009 1300.30 11.000 m | 45.00000 495.00| 45.00000 495.00| 45.90000 504.90
750 mm DRIVEWAY CULVERT PIPE | | |
0010 1300.42 11.000 m | 85.00000 935.00| 85.00000 935.00| 86.70000 953.70
1050 mm DRIVEWAY CULVERT PIPE | | |
SECTION TOTALS | $ 251,614.30| $ 247,605.96| $ 249,815.29
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 0030.30 LUMP| 73000.00000 73000.00| 138400.00000 138400.00| 150000.00000 150000.00
MOBILIZATION | | |
0012 2010.03 229.740 Mg | 20.00000 4594.80| 19.85000 4560.34| 20.25000 4652.24
CRUSHED ROCK SURFACE COURSE | | |
0013 2020.00 200.000 m2 | 10.50000 2100.00| 10.50000 2100.00| 10.71000 2142.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0014 2021.00 10.000 EACH| 60.00000 600.00| 50.00000 500.00| 10.20000 102.00
MAILBOX POST | | |
0015 3020.26 1337.550 m2 | 31.05000 41530.93| 31.05000 41530.93| 37.20000 49756.86
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0016 3075.41 55927.000 m2 | 21.50000 1202430.50| 21.44000 1199074.88| 23.46000 1312047.42
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0017 3300.50 7.525 LS | 3400.00000 3400.00| 5000.00000 5000.00| 2913.53000 2913.53
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(1) 0751 |(2) 1216 |(3) 3606
|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 8029.75 55927.000 m2 | 1.90000 106261.30| 1.39000 77738.53| 2.30000 128632.10
BITUMINOUS FOUNDATION COURSE | | |
0019 9111.00 1212.000 kL | 2.50000 3030.00| 3.20000 3878.40| 3.72000 4508.64
WATER | | |
0020 9170.00 150.500 StaM| 175.00000 26337.50| 175.00000 26337.50| 178.50000 26864.25
EARTH SHOULDER CONSTRUCTION | | |
0021 9173.20 57264.550 m2 | 0.85000 48674.87| 0.84000 48102.22| 1.11000 63563.65
SUBGRADE PREPARATION | | |
0022 9179.24 75.250 StaM| 1250.00000 94062.50| 2002.30000 150673.08| 1041.80000 78395.45
COLD MILLING, CLASS 4 | | |
SECTION TOTALS | $ 1,606,022.40| $ 1,697,895.88| $ 1,823,578.14
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0023 0030.40 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| 14280.00000 14280.00
MOBILIZATION | | |
0024 4044.00 1.000 EACH| 2000.00000 2000.00| 4420.00000 4420.00| 1938.00000 1938.00
PREPARATION OF STRUCTURE AT STA 2+48.36 | | |
0025 4044.01 1.000 EACH| 2000.00000 2000.00| 3900.00000 3900.00| 1938.00000 1938.00
PREPARATION OF STRUCTURE AT STA. 8+06.87| | |
0026 4045.00 1.000 EACH| 7000.00000 7000.00| 7500.00000 7500.00| 7119.60000 7119.60
REMOVE STRUCTURE AT STA. 17+98.04 | | |
0027 4050.01 2585.000 m3 | 8.00000 20680.00| 8.00000 20680.00| 8.16000 21093.60
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4051.01 673.000 m3 | 16.00000 10768.00| 9.44000 6353.12| 14.28000 9610.44
EXCAVATION FOR BOX CULVERTS | | |
0029 4101.06 194.250 m3 | 335.00000 65073.75| 372.00000 72261.00| 340.68000 66177.09
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0030 4151.00 14130.000 kg | 1.50000 21195.00| 1.48000 20912.40| 1.53000 21618.90
REINFORCING STEEL FOR BOX CULVERT | | |
0031 4450.24 63.500 m | 111.00000 7048.50| 110.80000 7035.80| 88.08000 5593.08
600 mm REINFORCED CONCRETE PIPE | | |
0032 4450.30 21.500 m | 155.00000 3332.50| 154.50000 3321.75| 121.36000 2609.24
750 mm REINFORCED CONCRETE PIPE | | |
0033 4450.36 59.500 m | 203.00000 12078.50| 202.80000 12066.60| 158.10000 9406.95
900 mm REINFORCED CONCRETE PIPE | | |
0034 4450.42 120.200 m | 235.00000 28247.00| 234.40000 28174.88| 211.67000 25442.73
1050 mm REINFORCED CONCRETE PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(1) 0751 |(2) 1216 |(3) 3606
|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4450.48 26.200 m | 288.00000 7545.60| 287.60000 7535.12| 265.86000 6965.53
1200 mm REINFORCED CONCRETE PIPE | | |
0036 4450.54 43.500 m | 344.00000 14964.00| 343.50000 14942.25| 323.68000 14080.08
1350 mm REINFORCED CONCRETE PIPE | | |
0037 4450.60 31.500 m | 413.00000 13009.50| 412.50000 12993.75| 370.38000 11666.97
1500 mm REINFORCED CONCRETE PIPE | | |
0038 4450.66 39.500 m | 485.00000 19157.50| 484.70000 19145.65| 433.05000 17105.48
1650 mm REINFORCED CONCRETE PIPE | | |
0039 4460.24 6.000 EACH| 397.00000 2382.00| 396.90000 2381.40| 312.12000 1872.72
600 mm CONCRETE FLARED-END SECTION | | |
0040 4460.30 2.000 EACH| 453.00000 906.00| 452.40000 904.80| 353.94000 707.88
750 mm CONCRETE FLARED END SECTION | | |
0041 4460.36 6.000 EACH| 730.00000 4380.00| 729.80000 4378.80| 565.08000 3390.48
900 mm CONCRETE FLARED-END SECTION | | |
0042 4460.42 8.000 EACH| 850.00000 6800.00| 849.90000 6799.20| 698.70000 5589.60
1050 mm CONCRETE FLARED-END SECTION | | |
0043 4460.48 2.000 EACH| 940.00000 1880.00| 939.50000 1879.00| 771.12000 1542.24
1200 mm CONCRETE FLARED-END SECTION | | |
0044 4460.54 4.000 EACH| 1144.00000 4576.00| 1143.60000 4574.40| 939.42000 3757.68
1350 mm CONCRETE FLARED-END SECTION | | |
0045 4460.60 2.000 EACH| 1406.00000 2812.00| 1405.10000 2810.20| 1156.68000 2313.36
1500 mm CONCRETE FLARED-END SECTION | | |
0046 4460.66 2.000 EACH| 1777.00000 3554.00| 1776.20000 3552.40| 1475.94000 2951.88
1650 mm CONCRETE FLARED-END SECTION | | |
0047 4500.48 17.000 m | 418.00000 7106.00| 417.80000 7102.60| 347.47000 5906.99
1200 mm ROUND EQUIVALENT REINFORCED | | |
CONCRETE PIPE | | |
0048 4510.48 2.000 EACH| 1661.00000 3322.00| 1660.20000 3320.40| 1367.82000 2735.64
1200 mm ROUND EQUIVALENT CONCRETE | | |
FLARED-END SECTION | | |
0049 6105.01 22.100 Mg | 34.40000 760.24| 34.40000 760.24| 37.23000 822.78
ROCK RIPRAP, TYPE A | | |
0050 6105.02 56.500 Mg | 33.00000 1864.50| 40.00000 2260.00| 37.23000 2103.50
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 284,442.59| $ 292,465.76| $ 270,340.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0051 L001.01 20.800 ha | 1120.00000 23296.00| 1098.00000 22838.40| 1206.66000 25098.53
SEEDING, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(1) 0751 |(2) 1216 |(3) 3606
|JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 L032.75 104.000 Mg | 75.00000 7800.00| 65.00000 6760.00| 71.40000 7425.60
MULCH | | |
0053 0030.50 LUMP| 200.00000 200.00| 300.00000 300.00| 1020.00000 1020.00
MOBILIZATION | | |
SECTION TOTALS | $ 31,296.00| $ 29,898.40| $ 33,544.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0054 0001.10 4000.000 BDAY| 1.50000 6000.00| 1.50000 6000.00| 1.66000 6640.00
BARRICADE, TYPE III | | |
0055 0001.30 1120.000 LDAY| 2.00000 2240.00| 2.00000 2240.00| 0.54000 604.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0056 0001.90 4960.000 EACH| 0.20000 992.00| 0.20000 992.00| 0.38000 1884.80
SIGN DAY | | |
0057 0003.10 10.000 DAY | 300.00000 3000.00| 220.00000 2200.00| 233.85000 2338.50
FLAGGING | | |
0058 0010.04 1.000 EACH| 3000.00000 3000.00| 4500.00000 4500.00| 3146.69000 3146.69
FIELD OFFICE | | |
0059 0030.00 LUMP| 100.00000 100.00| 1000.00000 1000.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 15,332.00| $ 16,932.00| $ 15,614.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,188,707.29| $ 2,284,798.00| $ 2,392,892.79
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(4) 0574 |(5) 0049 |(6) 1416
|CONSTRUCTORS, INC. |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 20.800 ha | 145.00000 3016.00| 133.67000 2780.34| 155.15000 3227.12
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 15500.00000 15500.00| 7459.00000 7459.00| 26050.00000 26050.00
MOBILIZATION | | |
0003 1000.00 26.000 EACH| 310.00000 8060.00| 119.05000 3095.30| 321.00000 8346.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 23000.00000 23000.00| 27058.00000 27058.00| 23540.00000 23540.00
GENERAL CLEARING AND GRUBBING | | |
0005 1010.00 106739.000 m3 | 1.70000 181456.30| 1.71000 182523.69| 1.75000 186793.25
EXCAVATION | | |
0006 1011.00 2664.000 kL | 3.10000 8258.40| 1.62000 4315.68| 3.21000 8551.44
WATER | | |
0007 1300.18 486.000 m | 26.00000 12636.00| 42.92000 20859.12| 26.75000 13000.50
450 mm DRIVEWAY CULVERT PIPE | | |
0008 1300.24 22.000 m | 36.00000 792.00| 59.53000 1309.66| 37.45000 823.90
600 mm DRIVEWAY CULVERT PIPE | | |
0009 1300.30 11.000 m | 46.00000 506.00| 88.75000 976.25| 48.15000 529.65
750 mm DRIVEWAY CULVERT PIPE | | |
0010 1300.42 11.000 m | 88.00000 968.00| 162.35000 1785.85| 90.95000 1000.45
1050 mm DRIVEWAY CULVERT PIPE | | |
SECTION TOTALS | $ 254,192.70| $ 252,162.89| $ 271,862.31
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 0030.30 LUMP| 140000.00000 140000.00| 115996.00000 115996.00| 71597.00000 71597.00
MOBILIZATION | | |
0012 2010.03 229.740 Mg | 18.00000 4135.32| 17.04000 3914.77| 21.24000 4879.68
CRUSHED ROCK SURFACE COURSE | | |
0013 2020.00 200.000 m2 | 8.79000 1758.00| 4.49000 898.00| 11.24000 2248.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0014 2021.00 10.000 EACH| 10.00000 100.00| 112.00000 1120.00| 67.00000 670.00
MAILBOX POST | | |
0015 3020.26 1337.550 m2 | 32.00000 42801.60| 25.14000 33626.01| 33.22000 44433.41
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0016 3075.41 55927.000 m2 | 23.50000 1314284.50| 24.39000 1364059.53| 26.83000 1500521.41
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0017 3300.50 7.525 LS | 4700.00000 4700.00| 14247.00000 14247.00| 15000.00000 15000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(4) 0574 |(5) 0049 |(6) 1416
|CONSTRUCTORS, INC. |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 8029.75 55927.000 m2 | 2.40000 134224.80| 2.57000 143732.39| 3.08000 172255.16
BITUMINOUS FOUNDATION COURSE | | |
0019 9111.00 1212.000 kL | 4.00000 4848.00| 0.42000 509.04| 3.00000 3636.00
WATER | | |
0020 9170.00 150.500 StaM| 280.00000 42140.00| 313.91000 47243.46| 187.25000 28181.13
EARTH SHOULDER CONSTRUCTION | | |
0021 9173.20 57264.550 m2 | 1.30000 74443.92| 1.19000 68144.81| 1.27000 72725.98
SUBGRADE PREPARATION | | |
0022 9179.24 75.250 StaM| 1240.00000 93310.00| 984.86000 74110.72| 1029.38000 77460.85
COLD MILLING, CLASS 4 | | |
SECTION TOTALS | $ 1,856,746.14| $ 1,867,601.73| $ 1,993,608.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0023 0030.40 LUMP| 10300.00000 10300.00| 15369.00000 15369.00| 6420.00000 6420.00
MOBILIZATION | | |
0024 4044.00 1.000 EACH| 1960.00000 1960.00| 2056.00000 2056.00| 2140.00000 2140.00
PREPARATION OF STRUCTURE AT STA 2+48.36 | | |
0025 4044.01 1.000 EACH| 1960.00000 1960.00| 2056.00000 2056.00| 2140.00000 2140.00
PREPARATION OF STRUCTURE AT STA. 8+06.87| | |
0026 4045.00 1.000 EACH| 7200.00000 7200.00| 7555.00000 7555.00| 3745.00000 3745.00
REMOVE STRUCTURE AT STA. 17+98.04 | | |
0027 4050.01 2585.000 m3 | 8.50000 21972.50| 9.41000 24324.85| 7.50000 19387.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4051.01 673.000 m3 | 16.50000 11104.50| 15.15000 10195.95| 30.50000 20526.50
EXCAVATION FOR BOX CULVERTS | | |
0029 4101.06 194.250 m3 | 349.00000 67793.25| 361.49000 70219.43| 403.39000 78358.51
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0030 4151.00 14130.000 kg | 1.60000 22608.00| 1.62000 22890.60| 1.29000 18227.70
REINFORCING STEEL FOR BOX CULVERT | | |
0031 4450.24 63.500 m | 114.00000 7239.00| 113.98000 7237.73| 104.76000 6652.26
600 mm REINFORCED CONCRETE PIPE | | |
0032 4450.30 21.500 m | 160.00000 3440.00| 149.23000 3208.45| 145.34000 3124.81
750 mm REINFORCED CONCRETE PIPE | | |
0033 4450.36 59.500 m | 210.00000 12495.00| 207.25000 12331.38| 190.15000 11313.93
900 mm REINFORCED CONCRETE PIPE | | |
0034 4450.42 120.200 m | 240.00000 28848.00| 273.61000 32887.92| 255.53000 30714.71
1050 mm REINFORCED CONCRETE PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(4) 0574 |(5) 0049 |(6) 1416
|CONSTRUCTORS, INC. |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4450.48 26.200 m | 300.00000 7860.00| 330.78000 8666.44| 317.68000 8323.22
1200 mm REINFORCED CONCRETE PIPE | | |
0036 4450.54 43.500 m | 355.00000 15442.50| 413.91000 18005.09| 386.60000 16817.10
1350 mm REINFORCED CONCRETE PIPE | | |
0037 4450.60 31.500 m | 425.00000 13387.50| 493.74000 15552.81| 449.16000 14148.54
1500 mm REINFORCED CONCRETE PIPE | | |
0038 4450.66 39.500 m | 500.00000 19750.00| 510.94000 20182.13| 520.96000 20577.92
1650 mm REINFORCED CONCRETE PIPE | | |
0039 4460.24 6.000 EACH| 410.00000 2460.00| 452.00000 2712.00| 377.00000 2262.00
600 mm CONCRETE FLARED-END SECTION | | |
0040 4460.30 2.000 EACH| 466.00000 932.00| 529.00000 1058.00| 456.00000 912.00
750 mm CONCRETE FLARED END SECTION | | |
0041 4460.36 6.000 EACH| 750.00000 4500.00| 773.00000 4638.00| 714.00000 4284.00
900 mm CONCRETE FLARED-END SECTION | | |
0042 4460.42 8.000 EACH| 875.00000 7000.00| 952.00000 7616.00| 902.50000 7220.00
1050 mm CONCRETE FLARED-END SECTION | | |
0043 4460.48 2.000 EACH| 970.00000 1940.00| 1212.00000 2424.00| 1020.00000 2040.00
1200 mm CONCRETE FLARED-END SECTION | | |
0044 4460.54 4.000 EACH| 1200.00000 4800.00| 1234.00000 4936.00| 1254.00000 5016.00
1350 mm CONCRETE FLARED-END SECTION | | |
0045 4460.60 2.000 EACH| 1500.00000 3000.00| 1543.00000 3086.00| 1518.00000 3036.00
1500 mm CONCRETE FLARED-END SECTION | | |
0046 4460.66 2.000 EACH| 1830.00000 3660.00| 1942.00000 3884.00| 1960.00000 3920.00
1650 mm CONCRETE FLARED-END SECTION | | |
0047 4500.48 17.000 m | 430.00000 7310.00| 452.61000 7694.37| 419.88000 7137.96
1200 mm ROUND EQUIVALENT REINFORCED | | |
CONCRETE PIPE | | |
0048 4510.48 2.000 EACH| 1720.00000 3440.00| 1765.00000 3530.00| 1748.00000 3496.00
1200 mm ROUND EQUIVALENT CONCRETE | | |
FLARED-END SECTION | | |
0049 6105.01 22.100 Mg | 36.00000 795.60| 43.39000 958.92| 33.07000 730.85
ROCK RIPRAP, TYPE A | | |
0050 6105.02 56.500 Mg | 34.00000 1921.00| 37.23000 2103.50| 39.06000 2206.89
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 295,118.85| $ 317,379.57| $ 304,879.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0051 L001.01 20.800 ha | 1145.00000 23816.00| 1206.17000 25088.34| 1192.45000 24802.96
SEEDING, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(4) 0574 |(5) 0049 |(6) 1416
|CONSTRUCTORS, INC. |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 L032.75 104.000 Mg | 67.00000 6968.00| 81.17000 8441.68| 80.25000 8346.00
MULCH | | |
0053 0030.50 LUMP| 310.00000 310.00| 216.00000 216.00| 214.00000 214.00
MOBILIZATION | | |
SECTION TOTALS | $ 31,094.00| $ 33,746.02| $ 33,362.96
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0054 0001.10 4000.000 BDAY| 1.75000 7000.00| 1.60000 6400.00| 1.58000 6320.00
BARRICADE, TYPE III | | |
0055 0001.30 1120.000 LDAY| 0.55000 616.00| 2.11000 2363.20| 2.09000 2340.80
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0056 0001.90 4960.000 EACH| 0.40000 1984.00| 0.21000 1041.60| 0.20000 992.00
SIGN DAY | | |
0057 0003.10 10.000 DAY | 240.00000 2400.00| 338.00000 3380.00| 200.00000 2000.00
FLAGGING | | |
0058 0010.04 1.000 EACH| 3500.00000 3500.00| 977.00000 977.00| 6250.00000 6250.00
FIELD OFFICE | | |
0059 0030.00 LUMP| 300.00000 300.00| 1.00000 1.00| 500.00000 500.00
MOBILIZATION | | |
SECTION TOTALS | $ 15,800.00| $ 14,162.80| $ 18,402.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,452,951.69| $ 2,485,053.01| $ 2,622,116.09
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(7) 1276 |(8) 2182 |
|KIEWIT WESTERN CO. |WBE COMPANY, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 20.800 ha | 135.00000 2808.00| 123.50000 2568.80|
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 20000.00000 20000.00| 12200.00000 12200.00|
MOBILIZATION | | |
0003 1000.00 26.000 EACH| 300.00000 7800.00| 300.00000 7800.00|
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 24000.00000 24000.00| 40000.00000 40000.00|
GENERAL CLEARING AND GRUBBING | | |
0005 1010.00 106739.000 m3 | 1.80000 192130.20| 2.61000 278588.79|
EXCAVATION | | |
0006 1011.00 2664.000 kL | 3.00000 7992.00| 1.00000 2664.00|
WATER | | |
0007 1300.18 486.000 m | 28.00000 13608.00| 64.13000 31167.18|
450 mm DRIVEWAY CULVERT PIPE | | |
0008 1300.24 22.000 m | 39.00000 858.00| 73.95000 1626.90|
600 mm DRIVEWAY CULVERT PIPE | | |
0009 1300.30 11.000 m | 50.00000 550.00| 121.16000 1332.76|
750 mm DRIVEWAY CULVERT PIPE | | |
0010 1300.42 11.000 m | 94.00000 1034.00| 205.00000 2255.00|
1050 mm DRIVEWAY CULVERT PIPE | | |
SECTION TOTALS | $ 270,780.20| $ 380,203.43|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 0030.30 LUMP| 80000.00000 80000.00| 75000.00000 75000.00|
MOBILIZATION | | |
0012 2010.03 229.740 Mg | 20.00000 4594.80| 20.00000 4594.80|
CRUSHED ROCK SURFACE COURSE | | |
0013 2020.00 200.000 m2 | 8.00000 1600.00| 23.00000 4600.00|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0014 2021.00 10.000 EACH| 54.00000 540.00| 75.00000 750.00|
MAILBOX POST | | |
0015 3020.26 1337.550 m2 | 34.00000 45476.70| 28.70000 38387.69|
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0016 3075.41 55927.000 m2 | 24.75000 1384193.25| 27.50000 1537992.50|
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0017 3300.50 7.525 LS | 5000.00000 5000.00| 19000.00000 19000.00|
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(7) 1276 |(8) 2182 |
|KIEWIT WESTERN CO. |WBE COMPANY, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 8029.75 55927.000 m2 | 4.00000 223708.00| 2.00000 111854.00|
BITUMINOUS FOUNDATION COURSE | | |
0019 9111.00 1212.000 kL | 0.70000 848.40| 1.00000 1212.00|
WATER | | |
0020 9170.00 150.500 StaM| 300.00000 45150.00| 450.00000 67725.00|
EARTH SHOULDER CONSTRUCTION | | |
0021 9173.20 57264.550 m2 | 2.00000 114529.10| 1.13000 64708.94|
SUBGRADE PREPARATION | | |
0022 9179.24 75.250 StaM| 1200.00000 90300.00| 938.60000 70629.65|
COLD MILLING, CLASS 4 | | |
SECTION TOTALS | $ 1,995,940.25| $ 1,996,454.58|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0023 0030.40 LUMP| 20000.00000 20000.00| 6000.00000 6000.00|
MOBILIZATION | | |
0024 4044.00 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00|
PREPARATION OF STRUCTURE AT STA 2+48.36 | | |
0025 4044.01 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00|
PREPARATION OF STRUCTURE AT STA. 8+06.87| | |
0026 4045.00 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00|
REMOVE STRUCTURE AT STA. 17+98.04 | | |
0027 4050.01 2585.000 m3 | 8.00000 20680.00| 23.00000 59455.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4051.01 673.000 m3 | 30.00000 20190.00| 28.50000 19180.50|
EXCAVATION FOR BOX CULVERTS | | |
0029 4101.06 194.250 m3 | 415.00000 80613.75| 377.00000 73232.25|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0030 4151.00 14130.000 kg | 1.35000 19075.50| 1.21000 17097.30|
REINFORCING STEEL FOR BOX CULVERT | | |
0031 4450.24 63.500 m | 155.00000 9842.50| 86.35000 5483.23|
600 mm REINFORCED CONCRETE PIPE | | |
0032 4450.30 21.500 m | 195.00000 4192.50| 118.98000 2558.07|
750 mm REINFORCED CONCRETE PIPE | | |
0033 4450.36 59.500 m | 260.00000 15470.00| 155.00000 9222.50|
900 mm REINFORCED CONCRETE PIPE | | |
0034 4450.42 120.200 m | 395.00000 47479.00| 207.52000 24943.90|
1050 mm REINFORCED CONCRETE PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(7) 1276 |(8) 2182 |
|KIEWIT WESTERN CO. |WBE COMPANY, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4450.48 26.200 m | 480.00000 12576.00| 260.65000 6829.03|
1200 mm REINFORCED CONCRETE PIPE | | |
0036 4450.54 43.500 m | 535.00000 23272.50| 317.33000 13803.86|
1350 mm REINFORCED CONCRETE PIPE | | |
0037 4450.60 31.500 m | 650.00000 20475.00| 363.12000 11438.28|
1500 mm REINFORCED CONCRETE PIPE | | |
0038 4450.66 39.500 m | 725.00000 28637.50| 424.56000 16770.12|
1650 mm REINFORCED CONCRETE PIPE | | |
0039 4460.24 6.000 EACH| 570.00000 3420.00| 306.00000 1836.00|
600 mm CONCRETE FLARED-END SECTION | | |
0040 4460.30 2.000 EACH| 620.00000 1240.00| 334.00000 668.00|
750 mm CONCRETE FLARED END SECTION | | |
0041 4460.36 6.000 EACH| 930.00000 5580.00| 554.00000 3324.00|
900 mm CONCRETE FLARED-END SECTION | | |
0042 4460.42 8.000 EACH| 1080.00000 8640.00| 685.00000 5480.00|
1050 mm CONCRETE FLARED-END SECTION | | |
0043 4460.48 2.000 EACH| 1240.00000 2480.00| 756.00000 1512.00|
1200 mm CONCRETE FLARED-END SECTION | | |
0044 4460.54 4.000 EACH| 1430.00000 5720.00| 921.00000 3684.00|
1350 mm CONCRETE FLARED-END SECTION | | |
0045 4460.60 2.000 EACH| 1790.00000 3580.00| 1134.00000 2268.00|
1500 mm CONCRETE FLARED-END SECTION | | |
0046 4460.66 2.000 EACH| 2180.00000 4360.00| 1447.00000 2894.00|
1650 mm CONCRETE FLARED-END SECTION | | |
0047 4500.48 17.000 m | 550.00000 9350.00| 340.66000 5791.22|
1200 mm ROUND EQUIVALENT REINFORCED | | |
CONCRETE PIPE | | |
0048 4510.48 2.000 EACH| 1940.00000 3880.00| 1341.00000 2682.00|
1200 mm ROUND EQUIVALENT CONCRETE | | |
FLARED-END SECTION | | |
0049 6105.01 22.100 Mg | 40.00000 884.00| 36.50000 806.65|
ROCK RIPRAP, TYPE A | | |
0050 6105.02 56.500 Mg | 40.00000 2260.00| 36.50000 2062.25|
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 382,898.25| $ 306,522.16|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0051 L001.01 20.800 ha | 1220.00000 25376.00| 1114.44000 23180.35|
SEEDING, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1341X COUNTIES : CASS
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPE-3730(2)
====================================================================================================================================
|(7) 1276 |(8) 2182 |
|KIEWIT WESTERN CO. |WBE COMPANY, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 L032.75 104.000 Mg | 80.00000 8320.00| 75.00000 7800.00|
MULCH | | |
0053 0030.50 LUMP| 500.00000 500.00| 200.00000 200.00|
MOBILIZATION | | |
SECTION TOTALS | $ 34,196.00| $ 31,180.35|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0054 0001.10 4000.000 BDAY| 1.60000 6400.00| 1.68000 6720.00|
BARRICADE, TYPE III | | |
0055 0001.30 1120.000 LDAY| 2.15000 2408.00| 0.53000 593.60|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0056 0001.90 4960.000 EACH| 0.20000 992.00| 0.37000 1835.20|
SIGN DAY | | |
0057 0003.10 10.000 DAY | 250.00000 2500.00| 160.00000 1600.00|
FLAGGING | | |
0058 0010.04 1.000 EACH| 6000.00000 6000.00| 3000.00000 3000.00|
FIELD OFFICE | | |
0059 0030.00 LUMP| 600.00000 600.00| 1.00000 1.00|
MOBILIZATION | | |
SECTION TOTALS | $ 18,900.00| $ 13,749.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,702,714.70| $ 2,728,110.32|
====================================================================================================================================