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Last Updated: 02/07/2003
February 06, 2003 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : S-14-4(1014)
ON N-14, US-20 TO N-59.

--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------

0083 THIS PROJECT IS TIED TO PROJECT NO. F-20-5(1008).
0477 THIS PROJECT IS TIED TO PROJECT NO. F-20-5(1008).
0875 THIS PROJECT IS NOT TIED TO PROJECT NO. F-20-5(1008).
3606 THIS PROJECT IS TIED TO PROJECT NO. F-20-5(1008).

--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,647,545.00 100.0000%
2 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,788,647.70 108.5644%
3 0875 BROWER CONSTRUCTION CO. $ 1,839,610.21 111.6577%
4 0083 WERNER CONSTRUCTION, INC. $ 1,858,012.77 112.7746%
5 0574 CONSTRUCTORS, INC. $ 1,917,534.34 116.3874%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -3
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0477 |( 3 ) 0875
|DOBSON BROTHERS CONSTRUCTIO |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO.
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| 5555.00000 5555.00| 6000.00000 6000.00| 6225.00000 6225.00
MOBILIZATION | | |
0002 1000.00 17.000 EACH| 141.40000 2403.80| 140.00000 2380.00| 140.00000 2380.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 2222.00000 2222.00| 2200.00000 2200.00| 2200.00000 2200.00
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 657.000 kL | 1.01000 663.57| 1.00000 657.00| 1.00000 657.00
WATER | | |
0005 1012.00 10.000 EACH| 61.61000 616.10| 61.00000 610.00| 61.00000 610.00
RIGHT-OF-WAY MARKERS | | |
0006 1030.00 13122.000 m3 | 4.09000 53668.98| 4.10000 53800.20| 4.05000 53144.10
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1043.50 23.800 m2 | 4.04000 96.15| 4.00000 95.20| 4.00000 95.20
RIPRAP FILTER FABRIC | | |
0008 1114.10 25.780 m | 80.80000 2083.02| 80.00000 2062.40| 80.00000 2062.40
REMOVE RETAINING WALL | | |
0009 1701.36 30.000 m | 74.74000 2242.20| 74.00000 2220.00| 74.00000 2220.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0010 6103.00 540.000 m2 | 3.03000 1636.20| 3.00000 1620.00| 3.00000 1620.00
GEOGRID | | |
0011 6105.01 37.800 Mg | 35.35000 1336.23| 35.00000 1323.00| 35.00000 1323.00
ROCK RIPRAP, TYPE A | | |
0012 7017.50 56.600 m | 8.08000 457.33| 8.00000 452.80| 8.00000 452.80
REMOVE & SALVAGE GUARDRAIL | | |
0013 L006.00 9.500 ha | 227.25000 2158.88| 150.00000 1425.00| 300.00000 2850.00
COVER CROP SEEDING | | |
0014 L020.01 96.000 m2 | 7.58000 727.68| 8.00000 768.00| 7.58000 727.68
EROSION CONTROL, TYPE A | | |
0015 L020.09 85.800 m2 | 15.15000 1299.87| 12.00000 1029.60| 15.15000 1299.87
EROSION CONTROL, TYPE AAA | | |
0016 L022.11 875.000 m | 6.82000 5967.50| 7.60000 6650.00| 6.82000 5967.50
FABRIC SILT FENCE-LOW POROSITY | | |
0017 L022.25 522.000 m | 9.85000 5141.70| 10.00000 5220.00| 9.85000 5141.70
FABRIC SILT FENCE, TYPE COIR FIBER | | |
SECTION TOTALS | $ 88,276.21| $ 88,513.20| $ 88,976.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -4
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0477 |( 3 ) 0875
|DOBSON BROTHERS CONSTRUCTIO |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.40 LUMP| 2750.00000 2750.00| 2700.00000 2700.00| 3650.00000 3650.00
MOBILIZATION | | |
0019 4035.00 2.000 EACH| 126.25000 252.50| 125.00000 250.00| 125.00000 250.00
REMOVE FLARED-END SECTION | | |
0020 4035.25 11.000 EACH| 202.00000 2222.00| 200.00000 2200.00| 200.00000 2200.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0021 4040.00 1.000 EACH| 166.65000 166.65| 165.00000 165.00| 165.00000 165.00
REMOVE HEADWALLS FROM CULVERTS | | |
0022 4044.01 1.000 EACH| 5050.00000 5050.00| 5000.00000 5000.00| 5000.00000 5000.00
PREPARATION OF STRUCTURE AT STA. | | |
20170+59.05 | | |
0023 4044.02 1.000 EACH| 909.00000 909.00| 900.00000 900.00| 900.00000 900.00
PREPARATION OF STRUCTURE AT STA. | | |
20177+77.5 | | |
0024 4050.01 14.000 m3 | 101.00000 1414.00| 100.00000 1400.00| 100.00000 1400.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0025 4051.01 106.000 m3 | 15.15000 1605.90| 15.00000 1590.00| 15.00000 1590.00
EXCAVATION FOR BOX CULVERTS | | |
0026 4101.06 179.720 m3 | 359.82000 64666.85| 360.00000 64699.20| 356.26000 64027.05
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0027 4151.00 9055.000 kg | 1.16000 10503.80| 1.15000 10413.25| 1.15000 10413.25
REINFORCING STEEL FOR BOX CULVERT | | |
0028 4360.18 1.000 EACH| 85.85000 85.85| 85.00000 85.00| 85.00000 85.00
450 mm METAL FLARED-END SECTION | | |
0029 4360.24 2.000 EACH| 121.20000 242.40| 120.00000 240.00| 120.00000 240.00
600 mm METAL FLARED-END SECTION | | |
0030 4362.18 2.000 EACH| 126.25000 252.50| 125.00000 250.00| 125.00000 250.00
INSTALL 450 mm METAL FLARED-END SECTION | | |
0031 4362.24 4.000 EACH| 136.35000 545.40| 135.00000 540.00| 135.00000 540.00
INSTALL 600 mm METAL FLARED-END SECTION | | |
0032 4362.42 3.000 EACH| 404.00000 1212.00| 400.00000 1200.00| 400.00000 1200.00
INSTALL 1050 mm METAL FLARED-END SECTIO | | |
0033 4362.54 2.000 EACH| 464.60000 929.20| 460.00000 920.00| 460.00000 920.00
INSTALL 1350 mm METAL FLARED-END SECTIO | | |
0034 P300.18 5.200 m | 101.00000 525.20| 100.00000 520.00| 100.00000 520.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0035 P300.24 16.300 m | 137.36000 2238.97| 136.00000 2216.80| 136.00000 2216.80
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -5
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0477 |( 3 ) 0875
|DOBSON BROTHERS CONSTRUCTIO |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 P300.42 5.600 m | 404.00000 2262.40| 400.00000 2240.00| 400.00000 2240.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0037 P300.54 4.400 m | 454.50000 1999.80| 450.00000 1980.00| 450.00000 1980.00
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 99,834.42| $ 99,509.25| $ 99,787.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0038 0030.50 LUMP| 1250.00000 1250.00| 750.00000 750.00| 1212.00000 1212.00
MOBILIZATION | | |
0039 L001.02 9.500 ha | 1237.25000 11753.88| 1100.00000 10450.00| 1237.25000 11753.88
SEEDING, TYPE B | | |
0040 L020.07 2334.000 m2 | 3.94000 9195.96| 3.60000 8402.40| 3.94000 9195.96
EROSION CONTROL, TYPE B-1 | | |
0041 L032.75 47.500 Mg | 90.90000 4317.75| 75.00000 3562.50| 90.90000 4317.75
MULCH | | |
SECTION TOTALS | $ 26,517.59| $ 23,164.90| $ 26,479.59
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0042 0030.70 LUMP| 1500.00000 1500.00| 1200.00000 1200.00| 1131.20000 1131.20
MOBILIZATION | | |
0043 7015.00 106.500 m | 21.20000 2257.80| 21.00000 2236.50| 21.20000 2257.80
CABLE GUARDRAIL | | |
0044 7018.01 56.600 m | 23.23000 1314.82| 23.00000 1301.80| 23.23000 1314.82
RESET GUARDRAIL | | |
0045 7023.00 4.000 EACH| 1441.27000 5765.08| 1430.00000 5720.00| 1441.27000 5765.08
TERMINAL ANCHORAGE SECTIONS | | |
SECTION TOTALS | $ 10,837.70| $ 10,458.30| $ 10,468.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0046 0002.55 391.500 StaM| 22.73000 8898.80| 22.50000 8808.75| 22.73000 8898.80
OVERLAY BROKEN LINES | | |
0047 0002.60 783.000 StaM| 22.73000 17797.59| 22.50000 17617.50| 22.73000 17797.59
OVERLAY SOLID LINES | | |
0048 0030.90 LUMP| 39000.00000 39000.00| 50000.00000 50000.00| 18479.75000 18479.75
MOBILIZATION | | |
0049 1020.03 56.000 EACH| 8.08000 452.48| 8.00000 448.00| 8.08000 452.48
DELINEATOR, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -6
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0477 |( 3 ) 0875
|DOBSON BROTHERS CONSTRUCTIO |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 2001.00 168.000 m3 | 12.12000 2036.16| 15.00000 2520.00| 17.05000 2864.40
GRAVEL SURFACE COURSE | | |
0051 2020.00 101.200 m2 | 14.38000 1455.26| 5.00000 506.00| 11.05000 1118.26
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0052 2021.00 5.000 EACH| 50.50000 252.50| 50.00000 250.00| 50.50000 252.50
MAILBOX POST | | |
0053 4024.73 1.000 EACH| 1628.42000 1628.42| 3000.00000 3000.00| 2950.00000 2950.00
CONCRETE FLUME, TYPE IV | | |
0054 4024.74 1.000 EACH| 1628.42000 1628.42| 3000.00000 3000.00| 2950.00000 2950.00
CONCRETE FLUME, TYPE V | | |
0055 9000.75 200.000 Mg | 16.87000 3374.00| 17.50000 3500.00| 19.29000 3858.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP1(12.5) | | |
0056 9003.40 13250.000 Mg | 26.40000 349800.00| 25.45000 337212.50| 24.35000 322637.50
ASPHALTIC CONCRETE, TYPE GGCRMLV | | |
0057 9005.00 500.000 Mg | 32.09000 16045.00| 23.00000 11500.00| 53.87000 26935.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0058 9005.25 16350.000 Mg | 16.87000 275824.50| 19.25000 314737.50| 19.06000 311631.00
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0059 9009.00 3771.000 m2 | 3.46000 13047.66| 3.00000 11313.00| 3.15000 11878.65
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0060 9020.70 1060.000 Mg | 285.00000 302100.00| 390.00000 413400.00| 450.65000 477689.00
ASPHALT-RUBBER BINDER | | |
0061 9020.91 10.800 Mg | 235.00000 2538.00| 235.00000 2538.00| 233.20000 2518.56
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0062 9021.01 909.360 Mg | 235.00000 213699.60| 235.00000 213699.60| 233.20000 212062.75
PERFORMANCE GRADED BINDER (64-22) | | |
0063 9030.00 200.000 m | 17.91000 3582.00| 20.00000 4000.00| 13.12000 2624.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0064 9053.00 23270.000 L | 0.23000 5352.10| 0.25000 5817.50| 0.25000 5817.50
TACK COAT | | |
0065 9111.00 787.000 kL | 1.01000 794.87| 1.00000 787.00| 2.90000 2282.30
WATER | | |
0066 9170.00 262.200 StaM| 212.10000 55612.62| 210.00000 55062.00| 176.89000 46380.56
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -7
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 1 ) 3606 |( 2 ) 0477 |( 3 ) 0875
|DOBSON BROTHERS CONSTRUCTIO |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 9173.15 261.000 StaM| 70.70000 18452.70| 40.00000 10440.00| 108.07000 28206.27
TRENCHED WIDENING | | |
0068 9179.23 130.800 StaM| 206.72000 27038.98| 225.00000 29430.00| 200.16000 26180.93
COLD MILLING, CLASS 3 | | |
0069 9188.50 453.000 m2 | 18.22000 8253.66| 18.00000 8154.00| 13.98000 6332.94
SURFACING UNDER GUARDRAIL | | |
0070 9300.50 14.900 LS | 2000.00000 2000.00| 3500.00000 3500.00| 3500.00000 3500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
0071 P402.15 21.700 m | 94.40000 2048.48| 81.00000 1757.70| 80.50000 1746.85
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 1,372,713.80| $ 1,512,999.05| $ 1,548,045.59
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0072 0001.08 11550.000 BDAY| 0.50000 5775.00| 0.50000 5775.00| 0.50000 5775.00
BARRICADE, TYPE II | | |
0073 0001.10 1174.000 BDAY| 2.02000 2371.48| 2.00000 2348.00| 2.02000 2371.48
BARRICADE, TYPE III | | |
0074 0001.75 560.000 EACH| 2.27000 1271.20| 3.00000 1680.00| 2.28000 1276.80
TEMPORARY SIGN DAY | | |
0075 0001.90 7950.000 EACH| 0.51000 4054.50| 0.50000 3975.00| 0.51000 4054.50
SIGN DAY | | |
0076 0003.10 80.000 DAY | 163.61000 13088.80| 200.00000 16000.00| 200.00000 16000.00
FLAGGING | | |
0077 0003.20 30.000 DAY | 211.98000 6359.40| 300.00000 9000.00| 280.00000 8400.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0078 0010.04 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| 2200.00000 2200.00
FIELD OFFICE | | |
0079 0030.10 LUMP| 3500.00000 3500.00| 500.00000 500.00| 10500.00000 10500.00
MOBILIZATION | | |
0080 9110.01 65.000 HOUR| 55.00000 3575.00| 60.00000 3900.00| 65.00000 4225.00
RENTAL OF LOADER, FULLY OPERATED | | |
0081 9110.02 40.000 HOUR| 55.00000 2200.00| 60.00000 2400.00| 65.00000 2600.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0082 9110.03 65.000 HOUR| 45.00000 2925.00| 40.00000 2600.00| 55.00000 3575.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0083 9110.06 25.000 HOUR| 55.00000 1375.00| 55.00000 1375.00| 65.00000 1625.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0084 9110.07 65.000 HOUR| 36.46000 2369.90| 30.00000 1950.00| 50.00000 3250.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 49,365.28| $ 54,003.00| $ 65,852.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,647,545.00| $ 1,788,647.70| $ 1,839,610.21
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -8
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( )
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, 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| 5500.00000 5500.00| 6500.00000 6500.00|
MOBILIZATION | | |
0002 1000.00 17.000 EACH| 140.00000 2380.00| 145.00000 2465.00|
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 2200.00000 2200.00| 2300.00000 2300.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1011.00 657.000 kL | 1.00000 657.00| 1.00000 657.00|
WATER | | |
0005 1012.00 10.000 EACH| 61.00000 610.00| 63.00000 630.00|
RIGHT-OF-WAY MARKERS | | |
0006 1030.00 13122.000 m3 | 4.05000 53144.10| 4.20000 55112.40|
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1043.50 23.800 m2 | 4.00000 95.20| 4.10000 97.58|
RIPRAP FILTER FABRIC | | |
0008 1114.10 25.780 m | 80.00000 2062.40| 82.80000 2134.58|
REMOVE RETAINING WALL | | |
0009 1701.36 30.000 m | 74.00000 2220.00| 76.65000 2299.50|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0010 6103.00 540.000 m2 | 3.00000 1620.00| 3.10000 1674.00|
GEOGRID | | |
0011 6105.01 37.800 Mg | 35.00000 1323.00| 36.25000 1370.25|
ROCK RIPRAP, TYPE A | | |
0012 7017.50 56.600 m | 8.00000 452.80| 8.30000 469.78|
REMOVE & SALVAGE GUARDRAIL | | |
0013 L006.00 9.500 ha | 160.00000 1520.00| 165.00000 1567.50|
COVER CROP SEEDING | | |
0014 L020.01 96.000 m2 | 10.50000 1008.00| 10.80000 1036.80|
EROSION CONTROL, TYPE A | | |
0015 L020.09 85.800 m2 | 20.00000 1716.00| 20.70000 1776.06|
EROSION CONTROL, TYPE AAA | | |
0016 L022.11 875.000 m | 6.00000 5250.00| 6.20000 5425.00|
FABRIC SILT FENCE-LOW POROSITY | | |
0017 L022.25 522.000 m | 8.00000 4176.00| 8.25000 4306.50|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
SECTION TOTALS | $ 85,934.50| $ 89,821.95| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -9
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( )
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.40 LUMP| 2650.00000 2650.00| 2750.00000 2750.00|
MOBILIZATION | | |
0019 4035.00 2.000 EACH| 125.00000 250.00| 129.00000 258.00|
REMOVE FLARED-END SECTION | | |
0020 4035.25 11.000 EACH| 200.00000 2200.00| 207.00000 2277.00|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0021 4040.00 1.000 EACH| 165.00000 165.00| 170.00000 170.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0022 4044.01 1.000 EACH| 5000.00000 5000.00| 5200.00000 5200.00|
PREPARATION OF STRUCTURE AT STA. | | |
20170+59.05 | | |
0023 4044.02 1.000 EACH| 900.00000 900.00| 930.00000 930.00|
PREPARATION OF STRUCTURE AT STA. | | |
20177+77.5 | | |
0024 4050.01 14.000 m3 | 100.00000 1400.00| 103.50000 1449.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0025 4051.01 106.000 m3 | 15.00000 1590.00| 15.50000 1643.00|
EXCAVATION FOR BOX CULVERTS | | |
0026 4101.06 179.720 m3 | 356.26000 64027.05| 365.00000 65597.80|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0027 4151.00 9055.000 kg | 1.15000 10413.25| 1.15000 10413.25|
REINFORCING STEEL FOR BOX CULVERT | | |
0028 4360.18 1.000 EACH| 85.00000 85.00| 88.00000 88.00|
450 mm METAL FLARED-END SECTION | | |
0029 4360.24 2.000 EACH| 120.00000 240.00| 124.00000 248.00|
600 mm METAL FLARED-END SECTION | | |
0030 4362.18 2.000 EACH| 125.00000 250.00| 129.00000 258.00|
INSTALL 450 mm METAL FLARED-END SECTION | | |
0031 4362.24 4.000 EACH| 135.00000 540.00| 139.00000 556.00|
INSTALL 600 mm METAL FLARED-END SECTION | | |
0032 4362.42 3.000 EACH| 400.00000 1200.00| 414.00000 1242.00|
INSTALL 1050 mm METAL FLARED-END SECTIO | | |
0033 4362.54 2.000 EACH| 460.00000 920.00| 476.00000 952.00|
INSTALL 1350 mm METAL FLARED-END SECTIO | | |
0034 P300.18 5.200 m | 100.00000 520.00| 103.00000 535.60|
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0035 P300.24 16.300 m | 136.00000 2216.80| 140.00000 2282.00|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -10
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( )
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 P300.42 5.600 m | 400.00000 2240.00| 414.00000 2318.40|
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0037 P300.54 4.400 m | 450.00000 1980.00| 466.00000 2050.40|
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 98,787.10| $ 101,218.45| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0038 0030.50 LUMP| 1600.00000 1600.00| 620.00000 620.00|
MOBILIZATION | | |
0039 L001.02 9.500 ha | 900.00000 8550.00| 930.00000 8835.00|
SEEDING, TYPE B | | |
0040 L020.07 2334.000 m2 | 4.10000 9569.40| 4.25000 9919.50|
EROSION CONTROL, TYPE B-1 | | |
0041 L032.75 47.500 Mg | 60.00000 2850.00| 62.00000 2945.00|
MULCH | | |
SECTION TOTALS | $ 22,569.40| $ 22,319.50| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0042 0030.70 LUMP| 1120.00000 1120.00| 1160.00000 1160.00|
MOBILIZATION | | |
0043 7015.00 106.500 m | 20.99000 2235.44| 21.70000 2311.05|
CABLE GUARDRAIL | | |
0044 7018.01 56.600 m | 23.00000 1301.80| 23.80000 1347.08|
RESET GUARDRAIL | | |
0045 7023.00 4.000 EACH| 1427.00000 5708.00| 1500.00000 6000.00|
TERMINAL ANCHORAGE SECTIONS | | |
SECTION TOTALS | $ 10,365.24| $ 10,818.13| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0046 0002.55 391.500 StaM| 23.00000 9004.50| 23.30000 9121.95|
OVERLAY BROKEN LINES | | |
0047 0002.60 783.000 StaM| 26.00000 20358.00| 23.30000 18243.90|
OVERLAY SOLID LINES | | |
0048 0030.90 LUMP| 95500.00000 95500.00| 126600.00000 126600.00|
MOBILIZATION | | |
0049 1020.03 56.000 EACH| 8.00000 448.00| 8.25000 462.00|
DELINEATOR, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -11
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( )
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 2001.00 168.000 m3 | 14.50000 2436.00| 14.90000 2503.20|
GRAVEL SURFACE COURSE | | |
0051 2020.00 101.200 m2 | 7.50000 759.00| 7.05000 713.46|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0052 2021.00 5.000 EACH| 50.00000 250.00| 51.00000 255.00|
MAILBOX POST | | |
0053 4024.73 1.000 EACH| 2950.00000 2950.00| 3050.00000 3050.00|
CONCRETE FLUME, TYPE IV | | |
0054 4024.74 1.000 EACH| 2950.00000 2950.00| 3050.00000 3050.00|
CONCRETE FLUME, TYPE V | | |
0055 9000.75 200.000 Mg | 16.24000 3248.00| 16.75000 3350.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP1(12.5) | | |
0056 9003.40 13250.000 Mg | 29.50000 390875.00| 31.40000 416050.00|
ASPHALTIC CONCRETE, TYPE GGCRMLV | | |
0057 9005.00 500.000 Mg | 29.50000 14750.00| 45.80000 22900.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0058 9005.25 16350.000 Mg | 17.24000 281874.00| 17.00000 277950.00|
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0059 9009.00 3771.000 m2 | 2.50000 9427.50| 4.70000 17723.70|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0060 9020.70 1060.000 Mg | 380.00000 402800.00| 350.00000 371000.00|
ASPHALT-RUBBER BINDER | | |
0061 9020.91 10.800 Mg | 228.00000 2462.40| 235.00000 2538.00|
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0062 9021.01 909.360 Mg | 228.00000 207334.08| 235.00000 213699.60|
PERFORMANCE GRADED BINDER (64-22) | | |
0063 9030.00 200.000 m | 10.00000 2000.00| 8.75000 1750.00|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0064 9053.00 23270.000 L | 0.26000 6050.20| 0.25000 5817.50|
TACK COAT | | |
0065 9111.00 787.000 kL | 2.00000 1574.00| 3.00000 2361.00|
WATER | | |
0066 9170.00 262.200 StaM| 210.00000 55062.00| 215.00000 56373.00|
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : N13 -12
TABULATION OF BIDS

CALL ORDER : N13 CONTRACT ID : 3582X COUNTIES : ANTELOPE KNOX
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3

====================================================================================================================================
|( 4 ) 0083 |( 5 ) 0574 |( )
|WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 9173.15 261.000 StaM| 100.00000 26100.00| 155.00000 40455.00|
TRENCHED WIDENING | | |
0068 9179.23 130.800 StaM| 190.00000 24852.00| 197.00000 25767.60|
COLD MILLING, CLASS 3 | | |
0069 9188.50 453.000 m2 | 25.00000 11325.00| 25.00000 11325.00|
SURFACING UNDER GUARDRAIL | | |
0070 9300.50 14.900 LS | 4000.00000 4000.00| 5300.00000 5300.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
0071 P402.15 21.700 m | 80.50000 1746.85| 83.00000 1801.10|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 1,580,136.53| $ 1,640,161.01| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0072 0001.08 11550.000 BDAY| 0.50000 5775.00| 0.50000 5775.00|
BARRICADE, TYPE II | | |
0073 0001.10 1174.000 BDAY| 2.50000 2935.00| 2.05000 2406.70|
BARRICADE, TYPE III | | |
0074 0001.75 560.000 EACH| 6.00000 3360.00| 2.30000 1288.00|
TEMPORARY SIGN DAY | | |
0075 0001.90 7950.000 EACH| 0.50000 3975.00| 0.50000 3975.00|
SIGN DAY | | |
0076 0003.10 80.000 DAY | 185.00000 14800.00| 185.00000 14800.00|
FLAGGING | | |
0077 0003.20 30.000 DAY | 285.00000 8550.00| 245.00000 7350.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0078 0010.04 1.000 EACH| 1000.00000 1000.00| 3150.00000 3150.00|
FIELD OFFICE | | |
0079 0030.10 LUMP| 5000.00000 5000.00| 1500.00000 1500.00|
MOBILIZATION | | |
0080 9110.01 65.000 HOUR| 65.00000 4225.00| 55.00000 3575.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0081 9110.02 40.000 HOUR| 70.00000 2800.00| 68.00000 2720.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0082 9110.03 65.000 HOUR| 50.00000 3250.00| 45.00000 2925.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0083 9110.06 25.000 HOUR| 65.00000 1625.00| 55.00000 1375.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0084 9110.07 65.000 HOUR| 45.00000 2925.00| 36.24000 2355.60|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 60,220.00| $ 53,195.30| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,858,012.77| $ 1,917,534.34| $
====================================================================================================================================

 

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