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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 : 02/06/03
PAGE : 2
VENDOR RANKING
CALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : F-20-5(1008)
US-20, ORCHARD EAST AND WEST.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------0083 THIS PROJECT IS TIED TO PROJECT NO. S-14-4(1014).
0477 THIS PROJECT IS TIED TO PROJECT NO. S-14-4(1014).
0875 THIS PROJECT IS NOT TIED TO PROJECT NO. S-14-4(1014).
2252 THIS PROJECT IS NOT TIED TO PROJECT NO. S-14-4(1014).
3606 THIS PROJECT IS TIED TO PROJECT NO. S-14-4(1014).--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 3,498,473.27 100.0000%
2 0875 BROWER CONSTRUCTION CO. $ 3,621,276.33 103.5102%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 3,764,318.84 107.5989%
4 0083 WERNER CONSTRUCTION, INC. $ 3,779,592.37 108.0355%
5 0574 CONSTRUCTORS, INC. $ 3,780,163.29 108.0518%
6 2252 PAULSEN, INC. $ 3,862,590.67 110.4079%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -3
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0875 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY, IN
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| 35000.00000 35000.00| 18550.00000 18550.00| 10000.00000 10000.00
MOBILIZATION | | |
0002 1000.00 550.000 EACH| 101.00000 55550.00| 100.00000 55000.00| 100.00000 55000.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 6060.00000 6060.00| 6000.00000 6000.00| 6000.00000 6000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 65424.000 m3 | 1.19000 77854.56| 1.18000 77200.32| 1.20000 78508.80
EXCAVATION | | |
0005 1010.10 80143.000 m3 | 2.95000 236421.85| 2.92000 234017.56| 2.95000 236421.85
EXCAVATION, BORROW | | |
0006 1011.00 7279.000 kL | 1.01000 7351.79| 1.00000 7279.00| 1.00000 7279.00
WATER | | |
0007 1012.00 215.000 EACH| 59.59000 12811.85| 59.00000 12685.00| 59.00000 12685.00
RIGHT-OF-WAY MARKERS | | |
0008 1090.00 1.000 EACH| 505.00000 505.00| 500.00000 500.00| 500.00000 500.00
ABANDON WELLS | | |
0009 1102.00 3716.000 m2 | 3.00000 11148.00| 1.50000 5574.00| 1.50000 5574.00
REMOVE ASPHALT SURFACE | | |
0010 1106.00 1355.000 m2 | 2.53000 3428.15| 2.50000 3387.50| 2.50000 3387.50
REMOVE DRIVEWAY | | |
0011 1108.00 65.700 m | 10.10000 663.57| 10.00000 657.00| 10.00000 657.00
REMOVE COMBINATION CURB AND GUTTER | | |
0012 1114.00 1.000 EACH| 606.00000 606.00| 600.00000 600.00| 600.00000 600.00
REMOVE RETAINING WALL | | |
0013 1701.24 321.000 m | 50.50000 16210.50| 50.00000 16050.00| 50.00000 16050.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0014 L006.00 33.000 ha | 151.50000 4999.50| 151.50000 4999.50| 150.00000 4950.00
COVER CROP SEEDING | | |
0015 L020.01 9490.000 m2 | 5.45000 51720.50| 4.85000 46026.50| 5.50000 52195.00
EROSION CONTROL, TYPE A | | |
0016 L020.03 13129.000 m2 | 2.22000 29146.38| 1.98000 25995.42| 4.00000 52516.00
EROSION CONTROL, TYPE C | | |
0017 L020.08 4167.000 m2 | 5.56000 23168.52| 4.95000 20626.65| 5.75000 23960.25
EROSION CONTROL, TYPE AA | | |
0018 L020.09 429.000 m2 | 12.12000 5199.48| 12.75000 5469.75| 12.50000 5362.50
EROSION CONTROL, TYPE AAA | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -4
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0875 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 L020.10 5886.000 m2 | 1.77000 10418.22| 1.70000 10006.20| 1.50000 8829.00
EROSION CONTROL, TYPE HV | | |
0020 L021.01 402.000 BALE| 16.16000 6496.32| 22.00000 8844.00| 16.50000 6633.00
EROSION CHECKS, TYPE A | | |
0021 L021.03 456.000 BALE| 16.16000 7368.96| 16.00000 7296.00| 13.50000 6156.00
EROSION CHECKS, TYPE C | | |
0022 L021.06 1488.000 BALE| 13.13000 19537.44| 13.00000 19344.00| 12.75000 18972.00
EROSION CHECKS, TYPE HV | | |
0023 L021.21 276.000 BALE| 16.67000 4600.92| 22.50000 6210.00| 20.00000 5520.00
EROSION CHECKS, TYPE AA | | |
0024 L022.00 165.000 m | 5.10000 841.50| 8.38000 1382.70| 3.00000 495.00
FABRIC SILT CHECKS | | |
0025 L022.11 5088.000 m | 5.96000 30324.48| 7.00000 35616.00| 6.50000 33072.00
FABRIC SILT FENCE-LOW POROSITY | | |
0026 L022.13 44.000 m | 9.60000 422.40| 8.00000 352.00| 10.00000 440.00
FABRIC SILT FENCE-LOW PROFILE HIGH | | |
POROSITY | | |
0027 L022.75 1907.000 m | 14.65000 27937.55| 19.25000 36709.75| 18.00000 34326.00
TEMPORARY SILT CHECK | | |
SECTION TOTALS | $ 685,793.44| $ 666,378.85| $ 686,089.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0028 0030.40 LUMP| 3535.00000 3535.00| 2500.00000 2500.00| 3000.00000 3000.00
MOBILIZATION | | |
0029 1043.50 27.000 m2 | 2.61000 70.47| 4.00000 108.00| 5.00000 135.00
RIPRAP FILTER FABRIC | | |
0030 4002.00 969.000 kg | 2.88000 2790.72| 4.00000 3876.00| 4.00000 3876.00
CAST IRON COVER AND FRAME | | |
0031 4004.50 515.000 kg | 2.58000 1328.70| 3.75000 1931.25| 3.75000 1931.25
CAST IRON GRATE AND FRAME | | |
0032 4018.00 6.000 EACH| 469.65000 2817.90| 400.00000 2400.00| 400.00000 2400.00
TAPPING EXISTING STRUCTURE | | |
0033 4040.00 40.000 EACH| 98.98000 3959.20| 150.00000 6000.00| 150.00000 6000.00
REMOVE HEADWALLS FROM CULVERTS | | |
0034 4044.00 1.000 EACH| 2004.85000 2004.85| 2000.00000 2000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. 406+69 | | |
5 | | |
0035 4050.01 713.000 m3 | 7.42000 5290.46| 8.00000 5704.00| 8.00000 5704.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -5
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0875 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4051.01 10.000 m3 | 12.12000 121.20| 14.00000 140.00| 14.00000 140.00
EXCAVATION FOR BOX CULVERTS | | |
0037 4101.06 15.000 m3 | 348.45000 5226.75| 405.00000 6075.00| 405.00000 6075.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0038 4105.59 34.300 m3 | 489.85000 16801.86| 575.00000 19722.50| 575.00000 19722.50
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0039 4151.00 738.000 kg | 1.26000 929.88| 1.50000 1107.00| 1.50000 1107.00
REINFORCING STEEL FOR BOX CULVERT | | |
0040 4155.50 1229.000 kg | 1.17000 1437.93| 1.80000 2212.20| 1.80000 2212.20
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0041 4310.12 2.000 EACH| 187.86000 375.72| 260.00000 520.00| 260.00000 520.00
300 mm FLARED-END SECTION | | |
0042 4310.24 33.000 EACH| 198.97000 6566.01| 265.00000 8745.00| 265.00000 8745.00
600 mm FLARED-END SECTION | | |
0043 4310.30 2.000 EACH| 257.55000 515.10| 320.00000 640.00| 320.00000 640.00
750 mm FLARED-END SECTION | | |
0044 4310.36 2.000 EACH| 368.65000 737.30| 400.00000 800.00| 400.00000 800.00
900 mm FLARED-END SECTION | | |
0045 4310.42 2.000 EACH| 646.40000 1292.80| 550.00000 1100.00| 550.00000 1100.00
1050 mm FLARED-END SECTION | | |
0046 4310.60 4.000 EACH| 722.15000 2888.60| 870.00000 3480.00| 870.00000 3480.00
1500 mm FLARED-END SECTION | | |
0047 6105.01 16.000 Mg | 34.85000 557.60| 27.50000 440.00| 30.00000 480.00
ROCK RIPRAP, TYPE A | | |
0048 P200.60 117.000 m | 299.97000 35096.49| 305.15000 35702.55| 306.00000 35802.00
1500 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0049 P300.24 161.000 m | 66.16000 10651.76| 48.70000 7840.70| 49.00000 7889.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0050 P300.30 9.900 m | 80.17000 793.68| 75.80000 750.42| 76.00000 752.40
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0051 P300.36 9.900 m | 88.52000 876.35| 83.30000 824.67| 85.00000 841.50
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0052 P300.42 15.400 m | 115.39000 1777.01| 120.00000 1848.00| 120.00000 1848.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0053 P400.24 49.500 m | 97.21000 4811.90| 82.10000 4063.95| 83.00000 4108.50
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -6
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0875 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 P700.12 590.600 m | 78.11000 46131.77| 54.70000 32305.82| 55.00000 32483.00
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
SECTION TOTALS | $ 159,387.01| $ 152,837.06| $ 153,792.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0055 0030.50 LUMP| 3030.00000 3030.00| 100.00000 100.00| 1000.00000 1000.00
MOBILIZATION | | |
0056 L001.01 21.000 ha | 1391.78000 29227.38| 1399.00000 29379.00| 1350.00000 28350.00
SEEDING, TYPE A | | |
0057 L001.02 12.000 ha | 983.74000 11804.88| 1079.00000 12948.00| 900.00000 10800.00
SEEDING, TYPE B | | |
0058 L010.00 970.000 m2 | 7.07000 6857.90| 6.00000 5820.00| 10.00000 9700.00
SODDING | | |
0059 L032.75 149.000 Mg | 70.70000 10534.30| 65.00000 9685.00| 95.00000 14155.00
MULCH | | |
SECTION TOTALS | $ 61,454.46| $ 57,932.00| $ 64,005.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0060 0002.55 519.000 StaM| 22.73000 11796.87| 22.73000 11796.87| 22.50000 11677.50
OVERLAY BROKEN LINES | | |
0061 0002.60 1038.000 StaM| 22.73000 23593.74| 22.73000 23593.74| 22.50000 23355.00
OVERLAY SOLID LINES | | |
0062 0030.90 LUMP| 53000.00000 53000.00| 38748.45000 38748.45| 20000.00000 20000.00
MOBILIZATION | | |
0063 2001.00 2022.000 m3 | 10.61000 21453.42| 10.61000 21453.42| 10.50000 21231.00
GRAVEL SURFACE COURSE | | |
0064 2009.10 6.000 StaM| 404.00000 2424.00| 404.00000 2424.00| 400.00000 2400.00
GRAVEL EMBEDMENT | | |
0065 2021.00 8.000 EACH| 50.50000 404.00| 65.65000 525.20| 50.00000 400.00
MAILBOX POST | | |
0066 3011.21 3.600 m | 77.77000 279.97| 45.90000 165.24| 46.00000 165.60
CONCRETE CLASS 47B-20 CURB TYPE I | | |
0067 3014.10 484.700 m | 77.12000 37380.06| 52.50000 25446.75| 53.00000 25689.10
COMBINATION CONCRETE CLASS 47B-20 CURB | | |
AND GUTTER | | |
0068 3016.21 179.000 m2 | 31.31000 5604.49| 33.20000 5942.80| 33.50000 5996.50
CONCRETE CLASS 47B-20 SIDEWALKS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -7
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0875 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 3020.26 603.000 m2 | 36.36000 21925.08| 36.85000 22220.55| 37.00000 22311.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0070 3075.11 61.000 m2 | 36.36000 2217.96| 36.85000 2247.85| 37.00000 2257.00
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0071 4015.00 2.000 EACH| 252.50000 505.00| 470.00000 940.00| 470.00000 940.00
ADJUST MANHOLE TO GRADE | | |
0072 4024.70 1.000 EACH| 1872.54000 1872.54| 3000.00000 3000.00| 3000.00000 3000.00
CONCRETE FLUME, TYPE I | | |
0073 7512.04 35.000 m | 25.25000 883.75| 25.25000 883.75| 25.00000 875.00
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0074 7530.48 2.000 EACH| 454.50000 909.00| 454.50000 909.00| 450.00000 900.00
RAILROAD CROSSING SYMBOL PREFORMED | | |
PAVEMENT MARKING, TYPE 4 | | |
0075 8111.00 293.298 StaM| 140.07000 41082.25| 303.00000 88869.29| 200.00000 58659.60
SHOULDER SUBGRADE PREPARATION | | |
0076 9000.75 500.000 Mg | 13.31000 6655.00| 12.18000 6090.00| 12.00000 6000.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0077 9005.00 500.000 Mg | 42.22000 21110.00| 55.22000 27610.00| 26.00000 13000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0078 9005.23 26690.000 Mg | 13.31000 355243.90| 12.18000 325084.20| 14.00000 373660.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0079 9005.45 45550.000 Mg | 18.27000 832198.50| 19.88000 905534.00| 23.35000 1063592.50
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0080 9009.00 3258.000 m2 | 2.91000 9480.78| 3.15000 10262.70| 3.00000 9774.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0081 9020.92 27.000 Mg | 225.00000 6075.00| 235.72000 6364.44| 236.00000 6372.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0082 9021.01 2486.700 Mg | 225.00000 559507.50| 235.72000 586164.92| 236.00000 586861.20
PERFORMANCE GRADED BINDER (64-22) | | |
0083 9021.03 1441.260 Mg | 225.00000 324283.50| 235.72000 339733.81| 236.00000 340137.36
PERFORMANCE GRADED BINDER (58-28) | | |
0084 9030.00 121.000 m | 12.22000 1478.62| 13.15000 1591.15| 20.00000 2420.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0085 9034.00 3922.000 m2 | 1.91000 7491.02| 1.75000 6863.50| 2.00000 7844.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -8
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0875 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 9053.00 139871.000 L | 0.24000 33569.04| 0.25000 34967.75| 0.25000 34967.75
TACK COAT | | |
0087 9111.00 464.000 kL | 1.01000 468.64| 2.90000 1345.60| 1.00000 464.00
WATER | | |
0088 9170.00 32.640 StaM| 181.80000 5933.95| 181.80000 5933.95| 180.00000 5875.20
EARTH SHOULDER CONSTRUCTION | | |
0089 9173.00 38.170 StaM| 404.00000 15420.68| 404.00000 15420.68| 500.00000 19085.00
SUBGRADE PREPARATION | | |
0090 9179.23 136.879 StaM| 258.25000 35349.00| 325.06000 44493.89| 325.00000 44485.68
COLD MILLING, CLASS 3 | | |
0091 9179.24 28.300 StaM| 678.54000 19202.68| 541.86000 15334.64| 350.00000 9905.00
COLD MILLING, CLASS 4 | | |
0092 9179.33 12552.000 m2 | 0.70000 8786.40| 0.85000 10669.20| 0.80000 10041.60
COLD MILLING, CLASS 3 TYPE A | | |
0093 9300.52 17.558 LS | 3000.00000 3000.00| 3500.00000 3500.00| 4000.00000 4000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0094 W600.03 3.000 EACH| 124.96000 374.88| 200.00000 600.00| 200.00000 600.00
ADJUST VALVE BOX TO GRADE | | |
SECTION TOTALS | $ 2,470,961.22| $ 2,596,731.34| $ 2,738,942.59
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0095 0001.08 34900.000 BDAY| 0.50000 17450.00| 0.50000 17450.00| 0.50000 17450.00
BARRICADE, TYPE II | | |
0096 0001.10 2364.000 BDAY| 2.02000 4775.28| 2.02000 4775.28| 2.00000 4728.00
BARRICADE, TYPE III | | |
0097 0001.75 660.000 EACH| 2.27000 1498.20| 2.28000 1504.80| 3.00000 1980.00
TEMPORARY SIGN DAY | | |
0098 0001.90 13668.000 EACH| 0.25000 3417.00| 0.26000 3553.68| 0.25000 3417.00
SIGN DAY | | |
0099 0001.98 224.000 EACH| 2.27000 508.48| 2.28000 510.72| 2.25000 504.00
CONTRACTOR FURNISHED SIGN | | |
0100 0002.30 120.000 m | 1.01000 121.20| 1.01000 121.20| 1.00000 120.00
PAVEMENT MARKING REMOVAL | | |
0101 0002.39 80.000 m | 2.93000 234.40| 2.93000 234.40| 3.00000 240.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0102 0003.10 110.000 DAY | 176.55000 19420.50| 200.00000 22000.00| 200.00000 22000.00
FLAGGING | | |
0103 0003.20 50.000 DAY | 228.75000 11437.50| 280.00000 14000.00| 300.00000 15000.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -9
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0875 |( 3 ) 0477
|DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0003.70 2.000 EACH| 252.50000 505.00| 252.50000 505.00| 250.00000 500.00
TEMPORARY RUMBLE STRIP | | |
0105 0003.75 1.000 EACH| 7878.00000 7878.00| 10917.00000 10917.00| 8000.00000 8000.00
TEMPORARY TRAFFIC SIGNAL | | |
0106 0010.04 1.000 EACH| 381.58000 381.58| 3000.00000 3000.00| 3000.00000 3000.00
FIELD OFFICE | | |
0107 0030.00 LUMP| 7500.00000 7500.00| 13000.00000 13000.00| 500.00000 500.00
MOBILIZATION | | |
0108 9110.01 250.000 HOUR| 50.00000 12500.00| 65.00000 16250.00| 60.00000 15000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0109 9110.02 55.000 HOUR| 50.00000 2750.00| 65.00000 3575.00| 60.00000 3300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0110 9110.03 250.000 HOUR| 45.00000 11250.00| 55.00000 13750.00| 40.00000 10000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0111 9110.06 150.000 HOUR| 70.00000 10500.00| 65.00000 9750.00| 55.00000 8250.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0112 9110.07 250.000 HOUR| 35.00000 8750.00| 50.00000 12500.00| 30.00000 7500.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 120,877.14| $ 147,397.08| $ 121,489.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,498,473.27| $ 3,621,276.33| $ 3,764,318.84
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -10
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( 6 ) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, 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| 9600.00000 9600.00| 9750.00000 9750.00| 9600.00000 9600.00
MOBILIZATION | | |
0002 1000.00 550.000 EACH| 100.00000 55000.00| 101.50000 55825.00| 100.00000 55000.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 6000.00000 6000.00| 6100.00000 6100.00| 6000.00000 6000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 65424.000 m3 | 1.18000 77200.32| 1.20000 78508.80| 1.18000 77200.32
EXCAVATION | | |
0005 1010.10 80143.000 m3 | 2.92000 234017.56| 2.95000 236421.85| 2.92000 234017.56
EXCAVATION, BORROW | | |
0006 1011.00 7279.000 kL | 1.00000 7279.00| 1.01000 7351.79| 1.00000 7279.00
WATER | | |
0007 1012.00 215.000 EACH| 59.00000 12685.00| 59.85000 12867.75| 59.00000 12685.00
RIGHT-OF-WAY MARKERS | | |
0008 1090.00 1.000 EACH| 500.00000 500.00| 507.50000 507.50| 500.00000 500.00
ABANDON WELLS | | |
0009 1102.00 3716.000 m2 | 1.50000 5574.00| 1.52000 5648.32| 1.50000 5574.00
REMOVE ASPHALT SURFACE | | |
0010 1106.00 1355.000 m2 | 2.50000 3387.50| 2.54000 3441.70| 2.50000 3387.50
REMOVE DRIVEWAY | | |
0011 1108.00 65.700 m | 10.00000 657.00| 10.15000 666.86| 10.00000 657.00
REMOVE COMBINATION CURB AND GUTTER | | |
0012 1114.00 1.000 EACH| 600.00000 600.00| 610.00000 610.00| 600.00000 600.00
REMOVE RETAINING WALL | | |
0013 1701.24 321.000 m | 50.00000 16050.00| 50.75000 16290.75| 50.00000 16050.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0014 L006.00 33.000 ha | 150.00000 4950.00| 157.00000 5181.00| 150.00000 4950.00
COVER CROP SEEDING | | |
0015 L020.01 9490.000 m2 | 4.88000 46311.20| 4.95000 46975.50| 5.50000 52195.00
EROSION CONTROL, TYPE A | | |
0016 L020.03 13129.000 m2 | 1.80000 23632.20| 1.82000 23894.78| 4.00000 52516.00
EROSION CONTROL, TYPE C | | |
0017 L020.08 4167.000 m2 | 4.80000 20001.60| 4.85000 20209.95| 5.75000 23960.25
EROSION CONTROL, TYPE AA | | |
0018 L020.09 429.000 m2 | 14.00000 6006.00| 14.20000 6091.80| 12.50000 5362.50
EROSION CONTROL, TYPE AAA | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -11
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( 6 ) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 L020.10 5886.000 m2 | 1.55000 9123.30| 1.57000 9241.02| 1.50000 8829.00
EROSION CONTROL, TYPE HV | | |
0020 L021.01 402.000 BALE| 14.00000 5628.00| 14.20000 5708.40| 16.50000 6633.00
EROSION CHECKS, TYPE A | | |
0021 L021.03 456.000 BALE| 14.00000 6384.00| 14.20000 6475.20| 13.50000 6156.00
EROSION CHECKS, TYPE C | | |
0022 L021.06 1488.000 BALE| 15.00000 22320.00| 15.20000 22617.60| 12.75000 18972.00
EROSION CHECKS, TYPE HV | | |
0023 L021.21 276.000 BALE| 15.00000 4140.00| 15.20000 4195.20| 20.00000 5520.00
EROSION CHECKS, TYPE AA | | |
0024 L022.00 165.000 m | 12.00000 1980.00| 12.15000 2004.75| 2.75000 453.75
FABRIC SILT CHECKS | | |
0025 L022.11 5088.000 m | 6.00000 30528.00| 6.05000 30782.40| 6.50000 33072.00
FABRIC SILT FENCE-LOW POROSITY | | |
0026 L022.13 44.000 m | 6.00000 264.00| 6.05000 266.20| 9.50000 418.00
FABRIC SILT FENCE-LOW PROFILE HIGH | | |
POROSITY | | |
0027 L022.75 1907.000 m | 13.00000 24791.00| 13.15000 25077.05| 18.00000 34326.00
TEMPORARY SILT CHECK | | |
SECTION TOTALS | $ 634,609.68| $ 642,711.17| $ 681,913.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0028 0030.40 LUMP| 2500.00000 2500.00| 2600.00000 2600.00| 3500.00000 3500.00
MOBILIZATION | | |
0029 1043.50 27.000 m2 | 4.00000 108.00| 4.05000 109.35| 2.58000 69.66
RIPRAP FILTER FABRIC | | |
0030 4002.00 969.000 kg | 4.00000 3876.00| 4.05000 3924.45| 2.85000 2761.65
CAST IRON COVER AND FRAME | | |
0031 4004.50 515.000 kg | 3.75000 1931.25| 3.80000 1957.00| 2.55000 1313.25
CAST IRON GRATE AND FRAME | | |
0032 4018.00 6.000 EACH| 400.00000 2400.00| 406.00000 2436.00| 465.00000 2790.00
TAPPING EXISTING STRUCTURE | | |
0033 4040.00 40.000 EACH| 150.00000 6000.00| 152.00000 6080.00| 98.00000 3920.00
REMOVE HEADWALLS FROM CULVERTS | | |
0034 4044.00 1.000 EACH| 2000.00000 2000.00| 2030.00000 2030.00| 1985.00000 1985.00
PREPARATION OF STRUCTURE AT STA. 406+69 | | |
5 | | |
0035 4050.01 713.000 m3 | 8.00000 5704.00| 8.10000 5775.30| 7.35000 5240.55
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -12
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( 6 ) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4051.01 10.000 m3 | 14.00000 140.00| 14.20000 142.00| 12.00000 120.00
EXCAVATION FOR BOX CULVERTS | | |
0037 4101.06 15.000 m3 | 405.00000 6075.00| 410.00000 6150.00| 345.00000 5175.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0038 4105.59 34.300 m3 | 575.00000 19722.50| 580.00000 19894.00| 485.00000 16635.50
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0039 4151.00 738.000 kg | 1.50000 1107.00| 1.52000 1121.76| 1.25000 922.50
REINFORCING STEEL FOR BOX CULVERT | | |
0040 4155.50 1229.000 kg | 1.80000 2212.20| 1.82000 2236.78| 1.16000 1425.64
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0041 4310.12 2.000 EACH| 260.00000 520.00| 263.50000 527.00| 186.00000 372.00
300 mm FLARED-END SECTION | | |
0042 4310.24 33.000 EACH| 265.00000 8745.00| 270.00000 8910.00| 197.00000 6501.00
600 mm FLARED-END SECTION | | |
0043 4310.30 2.000 EACH| 320.00000 640.00| 325.00000 650.00| 255.00000 510.00
750 mm FLARED-END SECTION | | |
0044 4310.36 2.000 EACH| 400.00000 800.00| 406.00000 812.00| 365.00000 730.00
900 mm FLARED-END SECTION | | |
0045 4310.42 2.000 EACH| 550.00000 1100.00| 558.00000 1116.00| 640.00000 1280.00
1050 mm FLARED-END SECTION | | |
0046 4310.60 4.000 EACH| 870.00000 3480.00| 883.00000 3532.00| 715.00000 2860.00
1500 mm FLARED-END SECTION | | |
0047 6105.01 16.000 Mg | 27.50000 440.00| 27.90000 446.40| 34.50000 552.00
ROCK RIPRAP, TYPE A | | |
0048 P200.60 117.000 m | 305.15000 35702.55| 309.70000 36234.90| 297.00000 34749.00
1500 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0049 P300.24 161.000 m | 48.70000 7840.70| 49.40000 7953.40| 65.50000 10545.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0050 P300.30 9.900 m | 75.80000 750.42| 76.90000 761.31| 79.38000 785.86
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0051 P300.36 9.900 m | 83.30000 824.67| 84.50000 836.55| 87.64000 867.64
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0052 P300.42 15.400 m | 120.00000 1848.00| 121.00000 1863.40| 114.25000 1759.45
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0053 P400.24 49.500 m | 82.10000 4063.95| 83.30000 4123.35| 96.28000 4765.86
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -13
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( 6 ) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 P700.12 590.600 m | 54.70000 32305.82| 55.50000 32778.30| 77.34000 45677.00
300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
SECTION TOTALS | $ 152,837.06| $ 155,001.25| $ 157,814.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0055 0030.50 LUMP| 4000.00000 4000.00| 1100.00000 1100.00| 1000.00000 1000.00
MOBILIZATION | | |
0056 L001.01 21.000 ha | 1230.00000 25830.00| 1250.00000 26250.00| 1350.00000 28350.00
SEEDING, TYPE A | | |
0057 L001.02 12.000 ha | 899.00000 10788.00| 850.00000 10200.00| 900.00000 10800.00
SEEDING, TYPE B | | |
0058 L010.00 970.000 m2 | 5.00000 4850.00| 5.05000 4898.50| 9.75000 9457.50
SODDING | | |
0059 L032.75 149.000 Mg | 60.00000 8940.00| 61.00000 9089.00| 95.00000 14155.00
MULCH | | |
SECTION TOTALS | $ 54,408.00| $ 51,537.50| $ 63,762.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 9 BITUMINOUS
| | |
0060 0002.55 519.000 StaM| 23.00000 11937.00| 22.80000 11833.20| 18.85000 9783.15
OVERLAY BROKEN LINES | | |
0061 0002.60 1038.000 StaM| 26.00000 26988.00| 22.80000 23666.40| 19.00000 19722.00
OVERLAY SOLID LINES | | |
0062 0030.90 LUMP| 60500.00000 60500.00| 117600.00000 117600.00| 46000.00000 46000.00
MOBILIZATION | | |
0063 2001.00 2022.000 m3 | 10.50000 21231.00| 11.80000 23859.60| 11.50000 23253.00
GRAVEL SURFACE COURSE | | |
0064 2009.10 6.000 StaM| 400.00000 2400.00| 405.00000 2430.00| 435.00000 2610.00
GRAVEL EMBEDMENT | | |
0065 2021.00 8.000 EACH| 50.00000 400.00| 50.75000 406.00| 50.00000 400.00
MAILBOX POST | | |
0066 3011.21 3.600 m | 45.90000 165.24| 46.60000 167.76| 50.00000 180.00
CONCRETE CLASS 47B-20 CURB TYPE I | | |
0067 3014.10 484.700 m | 52.50000 25446.75| 53.30000 25834.51| 57.25000 27749.08
COMBINATION CONCRETE CLASS 47B-20 CURB | | |
AND GUTTER | | |
0068 3016.21 179.000 m2 | 33.20000 5942.80| 33.70000 6032.30| 36.20000 6479.80
CONCRETE CLASS 47B-20 SIDEWALKS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -14
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( 6 ) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 3020.26 603.000 m2 | 36.85000 22220.55| 37.40000 22552.20| 40.15000 24210.45
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0070 3075.11 61.000 m2 | 36.85000 2247.85| 37.40000 2281.40| 40.15000 2449.15
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0071 4015.00 2.000 EACH| 470.00000 940.00| 230.00000 460.00| 515.00000 1030.00
ADJUST MANHOLE TO GRADE | | |
0072 4024.70 1.000 EACH| 3000.00000 3000.00| 3050.00000 3050.00| 3300.00000 3300.00
CONCRETE FLUME, TYPE I | | |
0073 7512.04 35.000 m | 25.00000 875.00| 25.35000 887.25| 44.00000 1540.00
600 mm WHITE PREFORMED PAVEMENT MARKING | | |
TYPE 4 | | |
0074 7530.48 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| 820.00000 1640.00
RAILROAD CROSSING SYMBOL PREFORMED | | |
PAVEMENT MARKING, TYPE 4 | | |
0075 8111.00 293.298 StaM| 275.00000 80656.95| 305.00000 89455.89| 222.00000 65112.16
SHOULDER SUBGRADE PREPARATION | | |
0076 9000.75 500.000 Mg | 13.31000 6655.00| 12.00000 6000.00| 14.20000 7100.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0077 9005.00 500.000 Mg | 31.43000 15715.00| 51.00000 25500.00| 27.00000 13500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0078 9005.23 26690.000 Mg | 14.31000 381933.90| 11.90000 317611.00| 14.20000 378998.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0079 9005.45 45550.000 Mg | 22.43000 1021686.50| 22.40000 1020320.00| 22.85000 1040817.50
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0080 9009.00 3258.000 m2 | 3.50000 11403.00| 4.70000 15312.60| 2.00000 6516.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0081 9020.92 27.000 Mg | 238.00000 6426.00| 236.00000 6372.00| 257.00000 6939.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0082 9021.01 2486.700 Mg | 238.00000 591834.60| 236.00000 586861.20| 257.00000 639081.90
PERFORMANCE GRADED BINDER (64-22) | | |
0083 9021.03 1441.260 Mg | 238.00000 343019.88| 236.00000 340137.36| 257.00000 370403.82
PERFORMANCE GRADED BINDER (58-28) | | |
0084 9030.00 121.000 m | 17.50000 2117.50| 17.25000 2087.25| 9.00000 1089.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0085 9034.00 3922.000 m2 | 2.50000 9805.00| 2.60000 10197.20| 2.35000 9216.70
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -15
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( 6 ) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 9053.00 139871.000 L | 0.26000 36366.46| 0.25000 34967.75| 0.21000 29372.91
TACK COAT | | |
0087 9111.00 464.000 kL | 1.50000 696.00| 2.50000 1160.00| 2.35000 1090.40
WATER | | |
0088 9170.00 32.640 StaM| 180.00000 5875.20| 182.50000 5956.80| 128.60000 4197.50
EARTH SHOULDER CONSTRUCTION | | |
0089 9173.00 38.170 StaM| 685.00000 26146.45| 750.00000 28627.50| 475.00000 18130.75
SUBGRADE PREPARATION | | |
0090 9179.23 136.879 StaM| 305.00000 41748.10| 300.00000 41063.70| 301.50000 41269.02
COLD MILLING, CLASS 3 | | |
0091 9179.24 28.300 StaM| 545.00000 15423.50| 515.00000 14574.50| 565.00000 15989.50
COLD MILLING, CLASS 4 | | |
0092 9179.33 12552.000 m2 | 0.95000 11924.40| 0.90000 11296.80| 0.92000 11547.84
COLD MILLING, CLASS 3 TYPE A | | |
0093 9300.52 17.558 LS | 5500.00000 5500.00| 7000.00000 7000.00| 3700.00000 3700.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0094 W600.03 3.000 EACH| 275.00000 825.00| 230.00000 690.00| 220.00000 660.00
ADJUST VALVE BOX TO GRADE | | |
SECTION TOTALS | $ 2,800,952.63| $ 2,807,252.17| $ 2,835,078.63
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0095 0001.08 34900.000 BDAY| 0.50000 17450.00| 0.50000 17450.00| 0.50000 17450.00
BARRICADE, TYPE II | | |
0096 0001.10 2364.000 BDAY| 2.50000 5910.00| 2.00000 4728.00| 3.60000 8510.40
BARRICADE, TYPE III | | |
0097 0001.75 660.000 EACH| 6.00000 3960.00| 2.25000 1485.00| 4.65000 3069.00
TEMPORARY SIGN DAY | | |
0098 0001.90 13668.000 EACH| 0.50000 6834.00| 0.25000 3417.00| 0.60000 8200.80
SIGN DAY | | |
0099 0001.98 224.000 EACH| 2.25000 504.00| 2.30000 515.20| 1.10000 246.40
CONTRACTOR FURNISHED SIGN | | |
0100 0002.30 120.000 m | 1.00000 120.00| 1.05000 126.00| 2.00000 240.00
PAVEMENT MARKING REMOVAL | | |
0101 0002.39 80.000 m | 2.90000 232.00| 3.00000 240.00| 4.25000 340.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0102 0003.10 110.000 DAY | 185.00000 20350.00| 185.00000 20350.00| 166.00000 18260.00
FLAGGING | | |
0103 0003.20 50.000 DAY | 285.00000 14250.00| 240.00000 12000.00| 250.00000 12500.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N10 -16
TABULATION OF BIDSCALL ORDER : N10 CONTRACT ID : 3073 COUNTIES : ANTELOPE HOLT
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( 6 ) 2252
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0003.70 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 435.00000 870.00
TEMPORARY RUMBLE STRIP | | |
0105 0003.75 1.000 EACH| 8800.00000 8800.00| 12000.00000 12000.00| 11000.00000 11000.00
TEMPORARY TRAFFIC SIGNAL | | |
0106 0010.04 1.000 EACH| 1500.00000 1500.00| 3600.00000 3600.00| 1650.00000 1650.00
FIELD OFFICE | | |
0107 0030.00 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 4400.00000 4400.00
MOBILIZATION | | |
0108 9110.01 250.000 HOUR| 65.00000 16250.00| 55.00000 13750.00| 45.00000 11250.00
RENTAL OF LOADER, FULLY OPERATED | | |
0109 9110.02 55.000 HOUR| 75.00000 4125.00| 70.00000 3850.00| 47.00000 2585.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0110 9110.03 250.000 HOUR| 45.00000 11250.00| 45.00000 11250.00| 37.00000 9250.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0111 9110.06 150.000 HOUR| 65.00000 9750.00| 56.00000 8400.00| 43.00000 6450.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0112 9110.07 250.000 HOUR| 40.00000 10000.00| 36.00000 9000.00| 31.00000 7750.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 136,785.00| $ 123,661.20| $ 124,021.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,779,592.37| $ 3,780,163.29| $ 3,862,590.67
====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
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