|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
CONTRACT DESCRIPTION : EACIM-STPAA-80-7(100)
GRAND ISLAND SOUTH AND I-80/SOUTH
LOCUST STREET INTERCHANGE
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 9,800,324.78 100.0000%
2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 10,885,264.18 111.0704%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |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 64.800 ha | 75.00000 4860.00| 91.80000 5948.64|
COVER CROP SEEDING | | |
0002 L020.00 11981.000 m2 | 1.05000 12580.05| 1.61000 19289.41|
EROSION CONTROL | | |
0003 L020.09 1266.000 m2 | 15.70000 19876.20| 12.59000 15938.94|
EROSION CONTROL, TYPE AAA | | |
0004 L021.00 157.000 BALE| 14.00000 2198.00| 16.32000 2562.24|
EROSION CHECKS | | |
0005 L022.11 1597.000 m | 6.50000 10380.50| 7.94000 12680.18|
FABRIC SILT FENCE-LOW POROSITY | | |
0006 L022.25 1536.200 m | 8.00000 12289.60| 10.67000 16391.25|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0007 L022.75 60.000 m | 22.62000 1357.20| 24.58000 1474.80|
TEMPORARY SILT CHECK | | |
0008 0030.10 LUMP| 80600.00000 80600.00| 250000.00000 250000.00|
MOBILIZATION | | |
0009 1009.00 LUMP| 56200.00000 56200.00| 57324.00000 57324.00|
GENERAL CLEARING AND GRUBBING FOR | | |
PROJECT STPE-2235(3) | | |
0010 1009.01 LUMP| 119902.00000 119902.00| 122300.04000 122300.04|
GENERAL CLEARING AND GRUBBING FOR | | |
PROJECT IM-STPAA-80-7(100) | | |
0011 1011.00 24910.000 kL | 2.12000 52809.20| 2.16000 53805.60|
WATER | | |
0012 1012.00 52.000 EACH| 58.00000 3016.00| 59.16000 3076.32|
RIGHT-OF-WAY MARKERS | | |
0013 1030.00 412490.000 m3 | 4.43000 1827330.70| 4.52000 1864454.80|
EARTHWORK MEASURED IN EMBANKMENT | | |
0014 1041.00 391670.000 m2 | 0.23000 90084.10| 0.23000 90084.10|
SALVAGING AND PLACING TOPSOIL | | |
0015 1101.00 11205.000 m2 | 2.88000 32270.40| 2.94000 32942.70|
REMOVE PAVEMENT | | |
0016 1101.25 25.000 m | 8.20000 205.00| 8.20000 205.00|
SAWING PAVEMENT | | |
0017 1102.00 2300.000 m2 | 2.52000 5796.00| 2.57000 5911.00|
REMOVE ASPHALT SURFACE | | |
0018 1106.00 402.000 m2 | 2.88000 1157.76| 2.94000 1181.88|
REMOVE DRIVEWAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1111.00 4460.800 m | 0.80000 3568.64| 0.82000 3657.86|
REMOVE FENCE | | |
0020 1300.18 62.000 m | 36.20000 2244.40| 36.92000 2289.04|
450 mm DRIVEWAY CULVERT PIPE | | |
0021 1300.24 280.000 m | 42.20000 11816.00| 43.04000 12051.20|
600 mm DRIVEWAY CULVERT PIPE | | |
0022 1300.36 24.000 m | 68.90000 1653.60| 70.28000 1686.72|
900 mm DRIVEWAY CULVERT PIPE | | |
0023 1305.54 17.500 m | 165.50000 2896.25| 168.81000 2954.18|
1350 mm ROUND EQUIVALENT DRIVEWAY | | |
CULVERT PIPE | | |
0024 1315.24 26.000 m | 89.40000 2324.40| 91.19000 2370.94|
600 mm REINFORCED CONCRETE PIPE FOR | | |
DRIVEWAY CULVERT PIPE CLASS V | | |
0025 1701.36 59.000 m | 68.90000 4065.10| 70.28000 4146.52|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0026 4035.00 2.000 EACH| 100.00000 200.00| 102.00000 204.00|
REMOVE FLARED-END SECTION | | |
0027 6105.02 100.000 Mg | 46.70000 4670.00| 47.63000 4763.00|
ROCK RIPRAP, TYPE B | | |
0028 7017.00 338.200 m | 5.95000 2012.29| 6.07000 2052.87|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 2,368,363.39| $ 2,591,747.23|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0029 0002.61 48.000 EACH| 52.50000 2520.00| 53.55000 2570.40|
PLOWABLE PAVEMENT MARKER | | |
0030 0030.30 LUMP| 99300.00000 99300.00| 250000.00000 250000.00|
MOBILIZATION | | |
0031 1020.01 81.000 EACH| 17.00000 1377.00| 17.34000 1404.54|
DELINEATOR, TYPE I | | |
0032 1020.02 81.000 EACH| 17.30000 1401.30| 17.65000 1429.65|
DELINEATOR, TYPE II | | |
0033 1020.20 20.000 EACH| 25.50000 510.00| 26.01000 520.20|
INSTALL CHEVRONS | | |
0034 2001.00 576.500 m3 | 9.00000 5188.50| 18.59000 10717.14|
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 2009.10 0.633 StaM| 1000.00000 633.00| 651.11000 412.15|
GRAVEL EMBEDMENT | | |
0036 2010.25 335.000 m3 | 32.50000 10887.50| 32.86000 11008.10|
ROCK SURFACE COURSE | | |
0037 2021.00 15.000 EACH| 45.00000 675.00| 45.90000 688.50|
MAILBOX POST | | |
0038 3008.05 6293.000 EACH| 4.50000 28318.50| 2.72000 17116.96|
TIE BARS | | |
0039 3017.40 2241.000 m2 | 32.29000 72361.89| 29.87000 66938.67|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0040 3031.08 5994.000 m2 | 32.53000 194984.82| 28.43000 170409.42|
205 mm CONCRETE BASE COURSE | | |
0041 3075.52 11119.000 m2 | 30.65000 340797.35| 35.22000 391611.18|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0042 3075.56 29637.000 m2 | 36.55000 1083232.35| 34.19000 1013289.03|
255 mm DOWELED CONCRETE PAVMENT, CLASS | | |
47B-25 | | |
0043 3090.10 184.000 m2 | 47.50000 8740.00| 54.37000 10004.08|
255 mm CONCRETE PAVEMENT CLASS 47BD-30 | | |
0044 3300.65 25.000 EACH| 90.00000 2250.00| 86.70000 2167.50|
CONCRETE PAVEMENT THICKNESS CORE | | |
0045 6010.40 27.700 m3 | 525.00000 14542.50| 650.55000 18020.24|
CLASS 47BD-30 CONCRETE FOR BARRIER | | |
0046 6131.61 7160.000 kg | 2.25000 16110.00| 1.79000 12816.40|
EPOXY COATED REINFORCING STEEL FOR | | |
BARRIER | | |
0047 7502.14 4500.000 m | 3.85000 17325.00| 7.03000 31635.00|
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4, GROOVED | | |
0048 7503.14 3500.000 m | 3.90000 13650.00| 7.26000 25410.00|
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0049 7508.14 1000.000 m | 11.55000 11550.00| 21.85000 21850.00|
300 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4, GROOVED | | |
0050 8029.10 45526.000 m2 | 3.60000 163893.60| 5.15000 234458.90|
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0051 8111.00 91.712 StaM| 250.00000 22928.00| 232.56000 21328.54|
SHOULDER SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 9000.75 500.000 Mg | 14.03000 7015.00| 23.71000 11855.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0053 9005.00 100.000 Mg | 30.86000 3086.00| 60.00000 6000.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0054 9005.23 8410.000 Mg | 14.03000 117992.30| 23.71000 199401.10|
ASPHALTIC CONCRETE, TYPE SPS | | |
0055 9005.45 13650.000 Mg | 20.86000 284739.00| 33.16000 452634.00|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0056 9009.00 3299.000 m2 | 3.50000 11546.50| 4.09000 13492.91|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0057 9020.92 27.000 Mg | 195.00000 5265.00| 200.00000 5400.00|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0058 9021.01 742.500 Mg | 195.00000 144787.50| 200.00000 148500.00|
PERFORMANCE GRADED BINDER (64-22) | | |
0059 9021.03 454.140 Mg | 195.00000 88557.30| 200.00000 90828.00|
PERFORMANCE GRADED BINDER (58-28) | | |
0060 9030.00 103.000 m | 11.50000 1184.50| 11.09000 1142.27|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0061 9034.00 3299.000 m2 | 2.50000 8247.50| 3.31000 10919.69|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0062 9053.00 57370.000 L | 0.26000 14916.20| 0.30000 17211.00|
TACK COAT | | |
0063 9111.00 1042.000 kL | 2.00000 2084.00| 3.83000 3990.86|
WATER | | |
0064 9140.00 20.299 StaM| 100.00000 2029.90| 357.00000 7246.74|
JOINT SEALING - ASPHALT TO CONCRETE | | |
0065 9170.00 90.298 StaM| 225.00000 20317.05| 227.56000 20548.21|
EARTH SHOULDER CONSTRUCTION | | |
0066 9173.20 56665.000 m2 | 1.20000 67998.00| 1.65000 93497.25|
SUBGRADE PREPARATION | | |
0067 9179.23 54.002 StaM| 435.00000 23490.87| 930.36000 50241.30|
COLD MILLING, CLASS 3 | | |
0068 9188.50 345.000 m2 | 25.00000 8625.00| 20.19000 6965.55|
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 9300.50 5.612 LS | 2000.00000 2000.00| 5000.00000 5000.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,927,057.93| $ 3,460,680.48|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0070 P120.24 5.000 m | 120.00000 600.00| 122.40000 612.00|
600 mm CULVERT PIPE, TYPE 2 | | |
0071 P120.36 15.500 m | 180.00000 2790.00| 183.60000 2845.80|
900 mm CULVERT PIPE, TYPE 2 | | |
0072 P120.48 4.000 m | 260.00000 1040.00| 265.20000 1060.80|
1200 mm CULVERT PIPE, TYPE 2 | | |
0073 P200.42 40.000 m | 180.00000 7200.00| 183.60000 7344.00|
1050 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0074 P200.48 27.000 m | 220.00000 5940.00| 224.40000 6058.80|
1200 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0075 P400.18 126.200 m | 70.00000 8834.00| 71.40000 9010.68|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0076 P400.24 152.000 m | 95.00000 14440.00| 96.90000 14728.80|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0077 0030.40 LUMP| 18000.00000 18000.00| 40000.00000 40000.00|
MOBILIZATION | | |
0078 1043.50 807.000 m2 | 2.50000 2017.50| 2.55000 2057.85|
RIPRAP FILTER FABRIC | | |
0079 1119.00 4.000 EACH| 250.00000 1000.00| 255.00000 1020.00|
REMOVE INLET | | |
0080 4004.50 3206.000 kg | 2.70000 8656.20| 2.75000 8816.50|
CAST IRON GRATE AND FRAME | | |
0081 4035.00 11.000 EACH| 120.00000 1320.00| 122.40000 1346.40|
REMOVE FLARED-END SECTION | | |
0082 4040.00 8.000 EACH| 160.00000 1280.00| 163.20000 1305.60|
REMOVE HEADWALLS FROM CULVERTS | | |
0083 4044.00 1.000 EACH| 1000.00000 1000.00| 1020.00000 1020.00|
PREPARATION OF STRUCTURE AT STA. | | |
104+15.3 | | |
0084 4044.01 1.000 EACH| 700.00000 700.00| 714.00000 714.00|
PREPARATION OF STRUCTURE AT STA. | | |
605+07.566 | | |
0085 4044.02 1.000 EACH| 1200.00000 1200.00| 1224.00000 1224.00|
PREPARATION OF STRUCTURE AT STA. | | |
10+00.09 RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 4044.03 1.000 EACH| 2000.00000 2000.00| 2040.00000 2040.00|
PREPARATION OF STRUCTURE AT STA. | | |
13+64.37 | | |
0087 4044.04 1.000 EACH| 1200.00000 1200.00| 1224.00000 1224.00|
PREPARATION OF STRUCTURE AT STA. | | |
174+70.31 | | |
0088 4044.05 1.000 EACH| 1200.00000 1200.00| 1224.00000 1224.00|
PREPARATION OF STRUCTURE AT STA. | | |
182+73.29 | | |
0089 4050.01 927.000 m3 | 12.00000 11124.00| 12.24000 11346.48|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0090 4051.01 785.000 m3 | 15.00000 11775.00| 15.30000 12010.50|
EXCAVATION FOR BOX CULVERTS | | |
0091 4100.06 8.500 m3 | 650.00000 5525.00| 663.00000 5635.50|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0092 4101.06 298.140 m3 | 317.00000 94510.38| 323.34000 96400.59|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0093 4105.59 11.420 m3 | 675.00000 7708.50| 688.50000 7862.67|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0094 4107.07 5.430 m3 | 675.00000 3665.25| 688.50000 3738.56|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0095 4150.00 706.000 kg | 1.60000 1129.60| 1.63000 1150.78|
REINFORCING STEEL FOR HEADWALL | | |
0096 4151.00 20402.000 kg | 1.28000 26114.56| 1.31000 26726.62|
REINFORCING STEEL FOR BOX CULVERT | | |
0097 4155.50 534.000 kg | 1.60000 854.40| 1.63000 870.42|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0098 4157.00 219.000 kg | 1.60000 350.40| 1.63000 356.97|
REINFORCING STEEL FOR COLLARS | | |
0099 4310.18 7.000 EACH| 218.00000 1526.00| 222.36000 1556.52|
450 mm FLARED-END SECTION | | |
0100 4310.24 7.000 EACH| 252.00000 1764.00| 257.04000 1799.28|
600 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 4310.36 3.000 EACH| 410.00000 1230.00| 418.20000 1254.60|
900 mm FLARED-END SECTION | | |
0102 4310.42 2.000 EACH| 730.00000 1460.00| 744.60000 1489.20|
1050 mm FLARED-END SECTION | | |
0103 4310.48 3.000 EACH| 650.00000 1950.00| 663.00000 1989.00|
1200 mm FLARED-END SECTION | | |
0104 4350.36 177.500 m | 98.00000 17395.00| 99.96000 17742.90|
900 mm CORRUGATED METAL PIPE | | |
0105 4360.36 6.000 EACH| 400.00000 2400.00| 408.00000 2448.00|
900 mm METAL FLARED-END SECTION | | |
0106 4450.36 63.500 m | 205.00000 13017.50| 209.10000 13277.85|
900 mm REINFORCED CONCRETE PIPE | | |
0107 4452.18 85.000 m | 150.00000 12750.00| 117.30000 9970.50|
450 mm REINFORCED CONCRETE PIPE CLASS V | | |
0108 4460.18 4.000 EACH| 325.00000 1300.00| 331.50000 1326.00|
450 mm CONCRETE FLARED-END SECTION | | |
0109 4460.36 4.000 EACH| 600.00000 2400.00| 612.00000 2448.00|
900 mm CONCRETE FLARED-END SECTION | | |
0110 4670.05 480.000 m3 | 95.00000 45600.00| 96.90000 46512.00|
CULVERT SANDFILL | | |
0111 4831.18 28.000 m | 470.00000 13160.00| 465.12000 13023.36|
JACKING 450 mm REINFORCED CONCRETE PIPE | | |
CLASS V | | |
0112 4900.24 5.000 EACH| 475.00000 2375.00| 411.07000 2055.35|
AREA INLET SEDIMENT FILTER | | |
0113 6040.00 1.000 EACH| 3000.00000 3000.00| 3060.00000 3060.00|
REMOVE STRUCTURE AT STA. 15+53.8 RT. | | |
0114 6105.02 735.000 Mg | 30.00000 22050.00| 30.60000 22491.00|
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 386,552.29| $ 412,195.88|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A CULVERT AT STA. 606+26.631
TWIN 3.6 m X 2.4 m REINFORCED CONCRETE BOX CULVERT
| | |
0115 0030.40 LUMP| 8000.00000 8000.00| 15000.00000 15000.00|
MOBILIZATION | | |
0116 4045.00 1.000 EACH| 4000.00000 4000.00| 4080.00000 4080.00|
REMOVE STRUCTURE AT STA. 606+26.631 | | |
0117 4051.01 580.000 m3 | 12.00000 6960.00| 12.24000 7099.20|
EXCAVATION FOR BOX CULVERTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 4101.06 363.810 m3 | 317.00000 115327.77| 323.34000 117634.33|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0119 4151.00 18454.000 kg | 1.28000 23621.12| 1.31000 24174.74|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 157,908.89| $ 167,988.27|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0120 L001.01 34.500 ha | 1574.86000 54332.67| 1822.74000 62884.53|
SEEDING, TYPE A | | |
0121 L001.02 30.300 ha | 943.48000 28587.44| 1178.10000 35696.43|
SEEDING, TYPE B | | |
0122 L001.17 6.850 ha | 2106.25000 14427.81| 2185.86000 14973.14|
SEEDING, TYPE WETLAND | | |
0123 L001.18 9.700 ha | 1806.30000 17521.11| 1894.14000 18373.16|
SEEDING, TYPE WETLAND-HIGH | | |
0124 L001.19 16.500 ha | 2300.40000 37956.60| 2393.94000 39500.01|
SEEDING, TYPE WETLAND-LOW | | |
0125 L020.07 2986.000 m2 | 3.83000 11436.38| 3.65000 10898.90|
EROSION CONTROL, TYPE B-1 | | |
0126 L032.75 294.000 Mg | 73.00000 21462.00| 79.05000 23240.70|
MULCH | | |
0127 0030.50 LUMP| 2800.00000 2800.00| 20000.00000 20000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 188,524.01| $ 225,566.87|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 107+09.194 ALT AA1
2-20.25 m & 9-20.5 m SPANS PRESTRESSED CONCRETE GIRDER
| | |
0128 0020.00 1000.000 HOUR| | |
TRAINING | | |
0129 0030.60 LUMP| | |
MOBILIZATION | | |
0130 1043.50 52.000 m2 | | |
RIPRAP FILTER FABRIC | | |
0131 3050.15 105.000 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0132 3051.10 7135.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0133 6000.10 50.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0134 6000.11 50.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0135 6000.60 180.000 LS | | |
PIER NO.1 EXCAVATION | | |
0136 6001.50 10.000 LS | | |
BENT NO.1 EXCAVATION | | |
0137 6001.51 10.000 LS | | |
BENT NO.2 EXCAVATION | | |
0138 6001.52 10.000 LS | | |
BENT NO.3 EXCAVATION | | |
0139 6001.53 10.000 LS | | |
BENT NO.4 EXCAVATION | | |
0140 6001.54 10.000 LS | | |
BENT NO.5 EXCAVATION | | |
0141 6001.55 10.000 LS | | |
BENT NO.6 EXCAVATION | | |
0142 6001.56 10.000 LS | | |
BENT NO.7 EXCAVATION | | |
0143 6001.57 10.000 LS | | |
BENT NO.8 EXCAVATION | | |
0144 6001.58 10.000 LS | | |
BENT NO.9 EXCAVATION | | |
0145 6005.78 60.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0146 6005.83 6.000 EACH| | |
FIXED BEARING | | |
0147 6010.22 511.000 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0148 6010.26 712.300 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0149 6011.11 300.400 LS | | |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 107+09.194 | | |
0150 6080.00 1235.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0151 6104.00 700.000 Mg | | |
BROKEN CONCRETE RIPRAP | | |
0152 6131.50 88195.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0153 6139.50 41.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0154 6200.00 1512.200 m | | |
CONCRETE PILING | | |
0155 6310.00 437.600 m2 | | |
STEEL SHEET PILING | | |
0156 6610.45 25.500 m | | |
STRIP SEALS | | |
0157 8091.00 100.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 107+09.194 ALT AA2
2-20.25 m & 9-20.5 m SPANS ROLLED BEAM STEEL GIRDER
| | |
0158 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0159 0030.60 LUMP| 115000.00000 115000.00| 117300.00000 117300.00|
MOBILIZATION | | |
0160 1043.50 52.000 m2 | 2.50000 130.00| 2.55000 132.60|
RIPRAP FILTER FABRIC | | |
0161 3050.15 105.000 m3 | 188.00000 19740.00| 191.76000 20134.80|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0162 3051.10 7135.000 kg | 1.25000 8918.75| 1.28000 9132.80|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0163 6000.10 50.000 LS | 4000.00000 4000.00| 4080.00000 4080.00|
ABUTMENT NO.1 EXCAVATION | | |
0164 6000.11 50.000 LS | 4000.00000 4000.00| 4080.00000 4080.00|
ABUTMENT NO.2 EXCAVATION | | |
0165 6000.60 180.000 LS | 16000.00000 16000.00| 16320.00000 16320.00|
PIER NO.1 EXCAVATION | | |
0166 6001.50 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0167 6001.51 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.2 EXCAVATION | | |
0168 6001.52 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.3 EXCAVATION | | |
0169 6001.53 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.4 EXCAVATION | | |
0170 6001.54 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.5 EXCAVATION | | |
0171 6001.55 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.6 EXCAVATION | | |
0172 6001.56 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.7 EXCAVATION | | |
0173 6001.57 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.8 EXCAVATION | | |
0174 6001.58 10.000 LS | 8000.00000 8000.00| 8160.00000 8160.00|
BENT NO.9 EXCAVATION | | |
0175 6005.78 33.000 EACH| 550.00000 18150.00| 561.00000 18513.00|
EXPANSION BEARING, TFE TYPE | | |
0176 6005.83 3.000 EACH| 396.50000 1189.50| 404.43000 1213.29|
FIXED BEARING | | |
0177 6010.22 411.100 m3 | 440.00000 180884.00| 448.80000 184501.68|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0178 6010.26 573.300 m3 | 440.00000 252252.00| 448.80000 257297.04|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0179 6071.12 192115.000 LS | 285000.00000 285000.00| 290700.00000 290700.00|
STEEL SUPERSTRUCTURE AT STA. 107+09.194 | | |
0180 6080.00 1375.000 kg | 6.90000 9487.50| 7.04000 9680.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0181 6104.00 700.000 Mg | 15.00000 10500.00| 15.30000 10710.00|
BROKEN CONCRETE RIPRAP | | |
0182 6131.50 94215.000 kg | 1.25000 117768.75| 1.28000 120595.20|
EPOXY COATED REINFORCING STEEL | | |
0183 6139.50 31.000 m2 | 35.00000 1085.00| 35.70000 1106.70|
SUBSURFACE DRAINAGE MATTING | | |
0184 6200.00 1512.200 m | 95.00000 143659.00| 96.90000 146532.18|
CONCRETE PILING | | |
0185 6310.00 437.600 m2 | 92.00000 40259.20| 93.84000 41064.38|
STEEL SHEET PILING | | |
0186 6610.45 25.500 m | 345.00000 8797.50| 351.90000 8973.45|
STRIP SEALS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0187 8091.00 90.000 m3 | 28.00000 2520.00| 28.56000 2570.40|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,312,141.20| $ 1,338,877.52|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6B BRIDGE AT STA. 604+02.955
2-41.27 m SPANS PRESTRESSED CONCRETE GIRDER
| | |
0188 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
0189 0030.60 LUMP| 60000.00000 60000.00| 100000.00000 100000.00|
MOBILIZATION | | |
0190 3050.15 258.100 m3 | 188.00000 48522.80| 191.76000 49493.26|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0191 3051.10 14730.000 kg | 1.25000 18412.50| 1.28000 18854.40|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0192 6000.10 180.000 LS | 4000.00000 4000.00| 4080.00000 4080.00|
ABUTMENT NO.1 EXCAVATION | | |
0193 6000.11 180.000 LS | 4000.00000 4000.00| 4080.00000 4080.00|
ABUTMENT NO.2 EXCAVATION | | |
0194 6000.20 100.000 LS | 10000.00000 10000.00| 10200.00000 10200.00|
PIER NO.1 EXCAVATION | | |
0195 6005.35 44.600 m | 120.00000 5352.00| 122.40000 5459.04|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0196 6005.78 16.000 EACH| 467.00000 7472.00| 476.34000 7621.44|
EXPANSION BEARING, TFE TYPE | | |
0197 6005.83 16.000 EACH| 440.00000 7040.00| 448.80000 7180.80|
FIXED BEARING | | |
0198 6010.22 234.700 m3 | 420.00000 98574.00| 428.40000 100545.48|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0199 6010.26 502.100 m3 | 420.00000 210882.00| 428.40000 215099.64|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0200 6011.11 346.100 LS | 325000.00000 325000.00| 331500.00000 331500.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 604+02.955 | | |
0201 6040.00 1.000 EACH| 35000.00000 35000.00| 35700.00000 35700.00|
REMOVE STRUCTURE AT STA. 604+02.955 | | |
0202 6095.00 14.000 EACH| 676.00000 9464.00| 689.52000 9653.28|
STEEL DIAPHRAGM | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0203 6107.00 578.000 m2 | 46.50000 26877.00| 47.43000 27414.54|
CONCRETE SLOPE PROTECTION | | |
0204 6131.50 89205.000 kg | 1.25000 111506.25| 1.28000 114182.40|
EPOXY COATED REINFORCING STEEL | | |
0205 6139.50 128.000 m2 | 26.00000 3328.00| 26.52000 3394.56|
SUBSURFACE DRAINAGE MATTING | | |
0206 6200.00 1452.400 m | 95.00000 137978.00| 96.90000 140737.56|
CONCRETE PILING | | |
0207 8091.00 380.000 m3 | 28.00000 10640.00| 28.56000 10852.80|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,134,448.55| $ 1,196,449.20|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6C BRIDGE AT STA. 608+75.404
1-12.345 m & 2-13.1 m SPANS PRESTRESSED CONCRETE TWIN TEE
| | |
0208 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00|
TRAINING | | |
0209 0030.60 LUMP| 60000.00000 60000.00| 80000.00000 80000.00|
MOBILIZATION | | |
0210 1010.01 470.000 m3 | 3.40000 1598.00| 3.47000 1630.90|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0211 1043.50 572.000 m2 | 2.50000 1430.00| 2.55000 1458.60|
RIPRAP FILTER FABRIC | | |
0212 3050.15 271.100 m3 | 188.00000 50966.80| 191.76000 51986.14|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0213 3051.10 17024.000 kg | 1.45000 24684.80| 1.48000 25195.52|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0214 6000.10 100.000 LS | 4000.00000 4000.00| 4080.00000 4080.00|
ABUTMENT NO.1 EXCAVATION | | |
0215 6000.11 100.000 LS | 4000.00000 4000.00| 4080.00000 4080.00|
ABUTMENT NO.2 EXCAVATION | | |
0216 6001.50 15.000 LS | 10000.00000 10000.00| 10200.00000 10200.00|
BENT NO.1 EXCAVATION | | |
0217 6001.51 45.000 LS | 10000.00000 10000.00| 10200.00000 10200.00|
BENT NO.2 EXCAVATION | | |
0218 6005.60 144.000 EACH| 325.00000 46800.00| 331.50000 47736.00|
ELASTOMERIC BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0219 6010.22 183.300 m3 | 480.00000 87984.00| 489.60000 89743.68|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0220 6010.26 217.800 m3 | 480.00000 104544.00| 489.60000 106634.88|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0221 6011.11 177.300 LS | 182000.00000 182000.00| 185640.00000 185640.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 608+75.404 | | |
0222 6030.00 1.000 EACH| 35000.00000 35000.00| 35700.00000 35700.00|
PREPARATION OF BRIDGE AT STA. 608+75.404| | |
0223 6080.00 244.000 kg | 6.90000 1683.60| 7.04000 1717.76|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0224 6104.00 103.000 Mg | 16.00000 1648.00| 16.32000 1680.96|
BROKEN CONCRETE RIPRAP | | |
0225 6105.02 407.000 Mg | 41.00000 16687.00| 41.82000 17020.74|
ROCK RIPRAP, TYPE B | | |
0226 6131.50 42008.000 kg | 1.45000 60911.60| 1.48000 62171.84|
EPOXY COATED REINFORCING STEEL | | |
0227 6139.50 96.000 m2 | 29.00000 2784.00| 29.58000 2839.68|
SUBSURFACE DRAINAGE MATTING | | |
0228 6200.00 835.200 m | 95.00000 79344.00| 96.90000 80930.88|
CONCRETE PILING | | |
0229 6310.00 519.000 m2 | 92.00000 47748.00| 93.84000 48702.96|
STEEL SHEET PILING | | |
0230 6510.55 80.000 LS | 8300.00000 8300.00| 8466.00000 8466.00|
TEMPORARY BRIDGE SHORING | | |
0231 8091.00 180.000 m3 | 28.00000 5040.00| 28.56000 5140.80|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 847,553.80| $ 883,357.34|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 7 GUARDRAIL
| | |
0232 0030.70 LUMP| 850.00000 850.00| 7500.00000 7500.00|
MOBILIZATION | | |
0233 6010.26 2.000 m3 | 1550.00000 3100.00| 1581.00000 3162.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0234 6030.05 1.000 EACH| 1200.00000 1200.00| 1224.00000 1224.00|
PREPARATION OF BRIDGE AT STA. 599+17.73 | | |
0235 6131.50 330.000 kg | 2.50000 825.00| 2.55000 841.50|
EPOXY COATED REINFORCING STEEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0236 7011.20 205.740 m | 37.26000 7665.87| 38.01000 7820.18|
W-BEAM GUARDRAIL | | |
0237 7011.30 68.580 m | 58.17000 3989.30| 59.33000 4068.85|
THRIE-BEAM GUARDRAIL | | |
0238 7019.50 1.000 EACH| 36168.00000 36168.00| 36891.36000 36891.36|
IMPACT ATTENUATOR | | |
0239 7020.00 9.000 EACH| 969.33000 8723.97| 988.72000 8898.48|
BRIDGE APPROACH SECTIONS | | |
0240 7022.50 2.000 EACH| 4179.00000 8358.00| 4262.58000 8525.16|
BULLNOSE-3.8 m | | |
0241 7024.25 1.000 EACH| 1517.00000 1517.00| 1547.34000 1547.34|
GUARDRAIL END TREATMENT, TYPE I | | |
0242 7024.27 8.000 EACH| 1433.00000 11464.00| 1461.66000 11693.28|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 83,861.14| $ 92,172.15|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 7B FENCING
| | |
0243 0030.71 LUMP| 500.00000 500.00| 510.00000 510.00|
MOBILIZATION | | |
0244 7100.00 2644.800 m | 13.75000 36366.00| 14.03000 37106.54|
RIGHT-OF-WAY FENCE | | |
0245 7103.00 11.000 EACH| 200.00000 2200.00| 204.00000 2244.00|
END POSTS | | |
0246 7104.00 14.000 EACH| 200.00000 2800.00| 204.00000 2856.00|
PULL POSTS | | |
0247 7105.00 22.000 EACH| 200.00000 4400.00| 204.00000 4488.00|
CORNER POSTS | | |
0248 7106.02 1.000 EACH| 600.00000 600.00| 612.00000 612.00|
9.1 m GATE | | |
SECTION TOTALS | $ 46,866.00| $ 47,816.54|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 8B ELECTRICAL
| | |
0249 A001.12 17.000 EACH| 350.00000 5950.00| 357.00000 6069.00|
PULL BOX, TYPE PB-5 | | |
0250 A009.14 35.000 EACH| 1350.00000 47250.00| 1377.00000 48195.00|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0251 A020.10 2.000 EACH| 986.00000 1972.00| 1005.72000 2011.44|
LIGHTING CONTROL CENTER, TYPE D | | |
0252 A020.30 3.000 EACH| 1235.00000 3705.00| 1259.70000 3779.10|
LIGHTING CONTROL CENTER, TYPE R | | |
0253 A070.10 2641.000 m | 6.00000 15846.00| 6.12000 16162.92|
38 mm CONDUIT IN TRENCH | | |
0254 A072.10 130.000 m | 7.00000 910.00| 7.14000 928.20|
38 mm CONDUIT UNDER ROADWAY | | |
0255 A074.12 79.000 m | 55.00000 4345.00| 56.10000 4431.90|
38 mm CONDUIT, JACKED | | |
0256 A080.10 5220.000 m | 2.00000 10440.00| 2.04000 10648.80|
STREET LIGHTING CABLE, NO. 2 USE | | |
0257 A080.22 2807.000 m | 1.70000 4771.90| 1.73000 4856.11|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0258 A080.24 394.000 m | 1.80000 709.20| 1.84000 724.96|
STREET LIGHTING CABLE, NO. 6 USE | | |
0259 A082.34 60.000 m | 5.00000 300.00| 5.10000 306.00|
DIRECT BURIAL CABLE, NO. 6 USE | | |
0260 0030.81 LUMP| 2559.00000 2559.00| 10000.00000 10000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 98,758.10| $ 108,113.43|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 8C SIGNING
| | |
0261 0030.82 LUMP| 1000.00000 1000.00| 3309.90000 3309.90|
MOBILIZATION | | |
0262 7320.00 2.000 EACH| 250.00000 500.00| 76.50000 153.00|
INSTALL SIGN | | |
0263 7321.01 1.040 m2 | 180.00000 187.20| 183.60000 190.94|
TYPE A SIGN | | |
0264 7322.01 62.498 m2 | 185.00000 11562.13| 214.20000 13387.07|
TYPE B SIGN | | |
0265 7340.00 3284.000 kg | 2.75000 9031.00| 3.06000 10049.04|
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
0266 7360.24 8.000 EACH| 300.00000 2400.00| 612.00000 4896.00|
600 mm SIGN SUPPORT FOOTING | | |
0267 7360.30 14.000 EACH| 320.00000 4480.00| 714.00000 9996.00|
750 mm SIGN SUPPORT FOOTING | | |
0268 7390.00 3.000 EACH| 250.00000 750.00| 163.20000 489.60|
REMOVE SIGN AND POST | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 29,910.33| $ 42,471.55|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0269 0001.08 2016.000 BDAY| 1.00000 2016.00| 0.46000 927.36|
BARRICADE, TYPE II | | |
0270 0001.10 8022.000 BDAY| 1.00000 8022.00| 1.02000 8182.44|
BARRICADE, TYPE III | | |
0271 0001.30 4188.000 LDAY| 0.75000 3141.00| 0.77000 3224.76|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0272 0001.75 2311.000 EACH| 5.50000 12710.50| 2.55000 5893.05|
TEMPORARY SIGN DAY | | |
0273 0001.90 26036.000 EACH| 0.50000 13018.00| 0.51000 13278.36|
SIGN DAY | | |
0274 0002.30 1000.000 m | 1.48000 1480.00| 1.51000 1510.00|
PAVEMENT MARKING REMOVAL | | |
0275 0002.39 700.000 m | 3.28000 2296.00| 3.35000 2345.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0276 0002.55 112.238 StaM| 23.75000 2665.65| 24.23000 2719.53|
OVERLAY BROKEN LINES | | |
0277 0002.97 66.000 DAY | 30.00000 1980.00| 30.60000 2019.60|
FLASHING ARROW PANEL | | |
0278 0003.10 130.000 DAY | 185.00000 24050.00| 170.36000 22146.80|
FLAGGING | | |
0279 0003.51 330.000 m | 40.00000 13200.00| 35.73000 11790.90|
INSTALL CONCRETE PROTECTION BARRIER | | |
0280 0003.58 1.000 EACH| 3000.00000 3000.00| 3060.00000 3060.00|
INERTIAL BARRIER SYSTEM | | |
0281 0003.64 5.000 EACH| 400.00000 2000.00| 408.00000 2040.00|
REPLACEMENT MODULE | | |
0282 0005.10 100.000 DAY | 150.00000 15000.00| 326.99000 32699.00|
TRAFFIC CONTROL MANAGEMENT | | |
0283 0010.04 1.000 EACH| 1500.00000 1500.00| 9156.07000 9156.07|
FIELD OFFICE | | |
0284 0030.00 LUMP| 10000.00000 10000.00| 30000.00000 30000.00|
MOBILIZATION | | |
0285 1017.00 1.000 LS | 85000.00000 85000.00| 153000.00000 153000.00|
CONSTRUCTION STAKING AND SURVEYING | | |
0286 9110.01 70.000 HOUR| 75.00000 5250.00| 62.07000 4344.90|
RENTAL OF LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F19 CONTRACT ID : 4415B COUNTIES : HALL
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPE-2235(3)
EACIM-STPAA-80-7(100)
====================================================================================================================================
|(1) 0083 |(2) 3606 |
|WERNER CONSTRUCTION, INC. |DOBSON BROTHERS CONSTRUCTION|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0287 9110.02 15.000 HOUR| 75.00000 1125.00| 63.33000 949.95|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0288 9110.03 70.000 HOUR| 55.00000 3850.00| 51.00000 3570.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0289 9110.06 55.000 HOUR| 65.00000 3575.00| 39.76000 2186.80|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0290 9110.07 70.000 HOUR| 50.00000 3500.00| 39.76000 2783.20|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 218,379.15| $ 317,827.72|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 9,800,324.78| $ 10,885,264.18|
====================================================================================================================================