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Last Updated:
10/11/2002
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October 10, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 DISTRICT : 4
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-4-5(103)
ON N-4, EAST OF LAWRENCE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 5,644,665.63 100.0000%
2 1661 U.S. ASPHALT CO. $ 5,757,836.97 102.0049%
3 0574 CONSTRUCTORS, INC. $ 5,798,837.01 102.7313%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -3
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |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| 35500.00000 35500.00| 30254.56000 30254.56| 48000.00000 48000.00
MOBILIZATION | | |
0002 1000.00 10.000 EACH| 250.00000 2500.00| 260.82000 2608.20| 250.00000 2500.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 28500.00000 28500.00| 29732.93000 29732.93| 29000.00000 29000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 413500.000 m3 | 1.68000 694680.00| 1.75000 723625.00| 1.69000 698815.00
EXCAVATION | | |
0005 1010.01 5899.000 m3 | 2.62000 15455.38| 2.73000 16104.27| 2.64000 15573.36
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 7668.000 kL | 3.90000 29905.20| 4.07000 31208.76| 3.93000 30135.24
WATER | | |
0007 1012.00 228.000 EACH| 60.00000 13680.00| 62.60000 14272.80| 90.00000 20520.00
RIGHT-OF-WAY MARKERS | | |
0008 1102.00 1527.000 m2 | 3.00000 4581.00| 3.13000 4779.51| 3.00000 4581.00
REMOVE ASPHALT SURFACE | | |
0009 1106.00 1147.000 m2 | 3.00000 3441.00| 3.13000 3590.11| 3.00000 3441.00
REMOVE DRIVEWAY | | |
0010 1107.00 28.500 m2 | 3.00000 85.50| 3.13000 89.21| 3.00000 85.50
REMOVE WALK | | |
0011 1125.00 1.000 EACH| 700.00000 700.00| 730.28000 730.28| 700.00000 700.00
CLEAR TRACT AT STA. 142+50 TO 144+50 LT | | |
0012 1128.50 244.000 m2 | 3.00000 732.00| 3.13000 763.72| 3.00000 732.00
REMOVE SLAB | | |
0013 1701.24 862.000 m | 59.00000 50858.00| 61.55000 53056.10| 60.00000 51720.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0014 1702.24 12.900 m | 85.00000 1096.50| 88.68000 1143.97| 86.00000 1109.40
600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4 | | |
OR 5 | | |
0015 7017.00 408.300 m | 5.00000 2041.50| 5.11000 2086.41| 5.00000 2041.50
REMOVE GUARDRAIL | | |
0016 L006.00 51.000 ha | 250.00000 12750.00| 260.82000 13301.82| 218.00000 11118.00
COVER CROP SEEDING | | |
0017 L006.50 0.630 ha | 6981.00000 4398.03| 6259.56000 3943.52| 7550.00000 4756.50
TEMPORARY SEEDING | | |
0018 L020.01 32978.000 m2 | 4.80000 158294.40| 5.74000 189293.72| 4.90000 161592.20
EROSION CONTROL, TYPE A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -4
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 L020.08 9021.100 m2 | 4.85000 43752.34| 6.26000 56472.09| 4.90000 44203.39
EROSION CONTROL, TYPE AA | | |
0020 L020.09 12663.800 m2 | 8.98000 113720.92| 9.91000 125498.26| 10.80000 136769.04
EROSION CONTROL, TYPE AAA | | |
0021 L020.10 27643.200 m2 | 1.45000 40082.64| 1.56000 43123.39| 1.50000 41464.80
EROSION CONTROL, TYPE HV | | |
0022 L021.01 1428.000 BALE| 14.75000 21063.00| 26.08000 37242.24| 13.10000 18706.80
EROSION CHECKS, TYPE A | | |
0023 L021.06 2611.000 BALE| 13.25000 34595.75| 20.87000 54491.57| 12.10000 31593.10
EROSION CHECKS, TYPE HV | | |
0024 L021.11 406.000 BALE| 17.50000 7105.00| 30.25000 12281.50| 17.10000 6942.60
EROSION CHECKS, TYPE ST-A | | |
0025 L021.13 252.000 BALE| 18.00000 4536.00| 31.30000 7887.60| 17.10000 4309.20
EROSION CHECKS, TYPE ST-AA | | |
0026 L021.16 245.000 BALE| 28.25000 6921.25| 36.51000 8944.95| 30.20000 7399.00
EROSION CHECKS, TYPE ST-AAA | | |
0027 L021.21 371.000 BALE| 15.25000 5657.75| 26.08000 9675.68| 13.10000 4860.10
EROSION CHECKS, TYPE AA | | |
0028 L021.22 525.000 BALE| 25.25000 13256.25| 31.30000 16432.50| 24.00000 12600.00
EROSION CHECKS, TYPE AAA | | |
0029 L022.11 2674.000 m | 7.00000 18718.00| 9.39000 25108.86| 7.00000 18718.00
FABRIC SILT FENCE-LOW POROSITY | | |
0030 L022.12 450.000 m | 7.50000 3375.00| 10.43000 4693.50| 7.55000 3397.50
FABRIC SILT FENCE-HIGH POROSITY | | |
0031 L022.75 3774.300 m | 15.50000 58501.65| 15.65000 59067.80| 12.00000 45291.60
TEMPORARY SILT CHECK | | |
0032 P300.24 27.000 m | 70.00000 1890.00| 73.03000 1971.81| 70.50000 1903.50
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 1,432,374.06| $ 1,583,476.64| $ 1,464,579.33
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0033 0030.40 LUMP| 40000.00000 40000.00| 41730.43000 41730.43| 48000.00000 48000.00
MOBILIZATION | | |
0034 1043.50 2288.000 m2 | 2.40000 5491.20| 2.50000 5720.00| 2.40000 5491.20
RIPRAP FILTER FABRIC | | |
0035 4002.00 114.000 kg | 3.53000 402.42| 3.68000 419.52| 3.55000 404.70
CAST IRON COVER AND FRAME | | |
0036 4004.50 252.000 kg | 13.12000 3306.24| 13.69000 3449.88| 13.20000 3326.40
CAST IRON GRATE AND FRAME | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -5
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 4018.00 3.000 EACH| 695.00000 2085.00| 725.07000 2175.21| 700.00000 2100.00
TAPPING EXISTING STRUCTURE | | |
0038 4040.00 1.000 EACH| 150.00000 150.00| 156.49000 156.49| 150.00000 150.00
REMOVE HEADWALLS FROM CULVERTS | | |
0039 4043.50 13.000 m | 36.00000 468.00| 37.56000 488.28| 36.24000 471.12
REMOVE SEWER PIPE | | |
0040 4045.00 1.000 EACH| 8000.00000 8000.00| 8346.09000 8346.09| 8100.00000 8100.00
REMOVE STRUCTURE AT STA. 40+49.14 | | |
0041 4045.01 1.000 EACH| 4500.00000 4500.00| 4694.67000 4694.67| 4500.00000 4500.00
REMOVE STRUCTURE AT STA. 60+81.16 | | |
0042 4045.02 1.000 EACH| 7000.00000 7000.00| 7302.82000 7302.82| 7100.00000 7100.00
REMOVE STRUCTURE AT STA. 65+61.01 | | |
0043 4045.03 1.000 EACH| 2000.00000 2000.00| 2086.52000 2086.52| 2000.00000 2000.00
REMOVE STRUCTURE AT STA. 88+54.15 | | |
0044 4045.04 1.000 EACH| 2000.00000 2000.00| 2086.52000 2086.52| 2000.00000 2000.00
REMOVE STRUCTURE AT STA. 91+78.4 | | |
0045 4045.05 1.000 EACH| 2000.00000 2000.00| 2086.52000 2086.52| 2000.00000 2000.00
REMOVE STRUCTURE AT STA. 109+43.41 | | |
0046 4045.06 1.000 EACH| 5000.00000 5000.00| 5216.30000 5216.30| 5000.00000 5000.00
REMOVE STRUCTURE AT STA. 129+60.61 | | |
0047 4045.07 1.000 EACH| 8500.00000 8500.00| 8867.72000 8867.72| 8600.00000 8600.00
REMOVE STRUCTURE AT STA. 142+12.72 | | |
0048 4045.08 1.000 EACH| 4000.00000 4000.00| 4173.04000 4173.04| 4100.00000 4100.00
REMOVE STRUCTURE AT STA. 158+54.11 | | |
0049 4045.09 1.000 EACH| 4000.00000 4000.00| 4173.04000 4173.04| 4100.00000 4100.00
REMOVE STRUCTURE AT STA. 160+17.91 | | |
0050 4045.10 1.000 EACH| 5600.00000 5600.00| 5842.26000 5842.26| 5700.00000 5700.00
REMOVE STRUCTURE AT STA. 168+93.7 | | |
0051 4050.01 6412.000 m3 | 11.77000 75469.24| 12.28000 78739.36| 11.85000 75982.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0052 4051.01 8870.000 m3 | 9.16000 81249.20| 9.56000 84797.20| 9.25000 82047.50
EXCAVATION FOR BOX CULVERTS | | |
0053 4101.06 1526.000 m3 | 405.50000 618793.00| 423.04000 645559.04| 409.00000 624134.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0054 4105.59 4.790 m3 | 759.00000 3635.61| 791.83000 3792.87| 765.00000 3664.35
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -6
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4107.07 1.370 m3 | 785.00000 1075.45| 818.96000 1121.98| 790.00000 1082.30
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0056 4151.00 96404.000 kg | 1.10000 106044.40| 1.15000 110864.60| 1.11000 107008.44
REINFORCING STEEL FOR BOX CULVERT | | |
0057 4155.50 178.000 kg | 2.76000 491.28| 2.88000 512.64| 2.78000 494.84
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0058 4157.00 53.000 kg | 2.76000 146.28| 2.88000 152.64| 2.78000 147.34
REINFORCING STEEL FOR COLLARS | | |
0059 4310.15 2.000 EACH| 150.00000 300.00| 156.49000 312.98| 150.00000 300.00
375 mm FLARED-END SECTION | | |
0060 4310.24 31.000 EACH| 215.00000 6665.00| 224.30000 6953.30| 220.00000 6820.00
600 mm FLARED-END SECTION | | |
0061 4310.30 8.000 EACH| 300.00000 2400.00| 312.98000 2503.84| 300.00000 2400.00
750 mm FLARED-END SECTION | | |
0062 4310.36 14.000 EACH| 410.00000 5740.00| 427.74000 5988.36| 415.00000 5810.00
900 mm FLARED-END SECTION | | |
0063 4310.42 2.000 EACH| 725.00000 1450.00| 756.36000 1512.72| 730.00000 1460.00
1050 mm FLARED-END SECTION | | |
0064 4310.48 8.000 EACH| 790.00000 6320.00| 824.18000 6593.44| 800.00000 6400.00
1200 mm FLARED-END SECTION | | |
0065 4310.54 2.000 EACH| 900.00000 1800.00| 938.93000 1877.86| 900.00000 1800.00
1350 mm FLARED-END SECTION | | |
0066 4310.60 2.000 EACH| 1300.00000 2600.00| 1356.24000 2712.48| 1300.00000 2600.00
1500 mm FLARED-END SECTION | | |
0067 4310.72 4.000 EACH| 1700.00000 6800.00| 1773.54000 7094.16| 1700.00000 6800.00
1800 mm FLARED-END SECTION | | |
0068 4320.30 2.000 EACH| 350.00000 700.00| 365.14000 730.28| 355.00000 710.00
750 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0069 4320.48 2.000 EACH| 700.00000 1400.00| 730.28000 1460.56| 705.00000 1410.00
1200 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0070 4670.05 36.000 m3 | 144.00000 5184.00| 150.23000 5408.28| 160.00000 5760.00
CULVERT SANDFILL | | |
0071 6105.01 239.000 Mg | 40.00000 9560.00| 41.73000 9973.47| 40.00000 9560.00
ROCK RIPRAP, TYPE A | | |
0072 6105.02 771.000 Mg | 35.00000 26985.00| 36.51000 28149.21| 35.00000 26985.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -7
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 6105.03 1524.000 Mg | 35.00000 53340.00| 36.51000 55641.24| 35.00000 53340.00
ROCK RIPRAP, TYPE C | | |
0074 P150.54 60.600 m | 241.00000 14604.60| 251.43000 15236.66| 245.00000 14847.00
1350 mm CULVERT PIPE, TYPE 5 | | |
0075 P150.60 52.500 m | 292.00000 15330.00| 304.63000 15993.08| 295.00000 15487.50
1500 mm CULVERT PIPE, TYPE 5 | | |
0076 P255.24 111.100 m | 82.00000 9110.20| 85.55000 9504.61| 82.00000 9110.20
600 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0077 P255.30 32.200 m | 124.00000 3992.80| 129.36000 4165.39| 125.00000 4025.00
750 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0078 P255.36 174.700 m | 140.00000 24458.00| 146.06000 25516.68| 140.00000 24458.00
900 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0079 P255.48 110.700 m | 210.00000 23247.00| 219.08000 24252.16| 211.00000 23357.70
1200 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0080 P255.72 74.500 m | 443.00000 33003.50| 462.16000 34430.92| 450.00000 33525.00
1800 mm CULVERT PIPE, TYPE 4 OR 5 | | |
0081 P300.24 99.400 m | 88.60000 8806.84| 92.43000 9187.54| 90.00000 8946.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0082 P300.30 8.400 m | 99.40000 834.96| 103.70000 871.08| 100.00000 840.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0083 P300.36 31.600 m | 101.75000 3215.30| 106.15000 3354.34| 102.00000 3223.20
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0084 P300.42 28.800 m | 173.00000 4982.40| 180.48000 5197.82| 175.00000 5040.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0085 P300.48 8.900 m | 161.00000 1432.90| 167.96000 1494.84| 162.00000 1441.80
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0086 P300.72 27.400 m | 269.00000 7370.60| 280.64000 7689.54| 270.00000 7398.00
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0087 P375.30 6.000 m | 113.00000 678.00| 117.89000 707.34| 115.00000 690.00
750 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0088 P375.48 3.000 m | 158.50000 475.50| 165.36000 496.08| 160.00000 480.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0089 P500.24 143.500 m | 86.00000 12341.00| 89.72000 12874.82| 87.00000 12484.50
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0090 P500.30 32.000 m | 149.00000 4768.00| 155.45000 4974.40| 150.00000 4800.00
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0091 P700.15 21.500 m | 63.00000 1354.50| 65.73000 1413.20| 63.00000 1354.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -8
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0092 P700.24 21.000 m | 96.00000 2016.00| 100.15000 2103.15| 97.00000 2037.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
SECTION TOTALS | $ 1,294,673.42| $ 1,350,931.47| $ 1,313,404.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA.139+32.1 TWIN 2.74 M X 2.74 M CONCRETE BOX CULVERT
| | |
0093 0030.40 LUMP| 6000.00000 6000.00| 6259.56000 6259.56| 6100.00000 6100.00
MOBILIZATION | | |
0094 4045.00 1.000 EACH| 6000.00000 6000.00| 6259.56000 6259.56| 6100.00000 6100.00
REMOVE STRUCTURE AT STA. 139+39.10 | | |
0095 4051.01 1614.000 m3 | 9.10000 14687.40| 9.49000 15316.86| 9.00000 14526.00
EXCAVATION FOR BOX CULVERTS | | |
0096 4101.06 283.770 m3 | 405.50000 115068.74| 423.04000 120046.06| 409.00000 116061.93
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0097 4151.00 15817.000 kg | 1.00000 15817.00| 1.04000 16449.68| 1.01000 15975.17
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 157,573.14| $ 164,331.72| $ 158,763.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B SANITARY SEWER AND WATER MAIN
| | |
0098 0030.40 LUMP| 4500.00000 4500.00| 4694.67000 4694.67| 4500.00000 4500.00
MOBILIZATION | | |
0099 1117.00 1.000 EACH| 1000.00000 1000.00| 1043.26000 1043.26| 1010.00000 1010.00
REMOVE MANHOLE | | |
0100 4016.00 1.000 EACH| 2750.00000 2750.00| 2868.97000 2868.97| 2800.00000 2800.00
MANHOLE AT STA. 11+78.02 - 2.09 m RT. | | |
0101 4016.01 1.000 EACH| 2750.00000 2750.00| 2868.97000 2868.97| 2800.00000 2800.00
MANHOLE AT STA. 11+91.5 - 10.81 m RT. | | |
0102 4764.78 14.000 m | 270.00000 3780.00| 281.68000 3943.52| 271.00000 3794.00
200 mm P.V.C. SEWER PIPE | | |
0103 4796.00 1.000 EACH| 35.00000 35.00| 36.51000 36.51| 36.00000 36.00
150 mm PLUG | | |
0104 W100.55 2.000 EACH| 410.00000 820.00| 427.74000 855.48| 415.00000 830.00
WET TAP CUT-IN | | |
0105 W175.00 6.000 EACH| 210.00000 1260.00| 219.08000 1314.48| 211.00000 1266.00
19 mm CORPORATION STOP | | |
0106 W175.09 1.000 EACH| 400.00000 400.00| 417.30000 417.30| 405.00000 405.00
50 mm CORPORATION STOP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -9
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0107 W176.24 84.000 m | 33.45000 2809.80| 34.90000 2931.60| 34.00000 2856.00
19 mm WATER SERVICE | | |
0108 W176.30 16.000 m | 50.53000 808.48| 52.72000 843.52| 51.00000 816.00
50 mm WATER SERVICE | | |
0109 W176.34 19.000 m | 60.00000 1140.00| 62.60000 1189.40| 61.00000 1159.00
100 mm WATER SERVICE | | |
0110 W176.70 8.000 EACH| 65.00000 520.00| 67.81000 542.48| 65.00000 520.00
WATER SERVICE CONNECTION | | |
0111 W180.00 2.300 m3 | 200.00000 460.00| 208.65000 479.90| 202.00000 464.60
CONCRETE CLASS 47B-25 FOR BLOCKS AND | | |
ANCHORAGES | | |
0112 W205.06 274.000 m | 55.00000 15070.00| 57.38000 15722.12| 56.00000 15344.00
150 mm WATER MAIN PIPE | | |
0113 W219.64 1.000 EACH| 460.00000 460.00| 479.90000 479.90| 465.00000 465.00
100 mm GATE VALVE AND BOX | | |
0114 W219.66 2.000 EACH| 527.00000 1054.00| 549.80000 1099.60| 530.00000 1060.00
150 mm GATE VALVE AND BOX | | |
0115 W222.80 2.000 EACH| 1850.00000 3700.00| 1930.03000 3860.06| 1900.00000 3800.00
150 mm PUMPER HYDRANT, M.J. | | |
0116 W222.91 1.000 EACH| 250.00000 250.00| 260.82000 260.82| 250.00000 250.00
SALVAGE FIRE HYDRANT | | |
0117 W355.10 2.000 EACH| 226.83000 453.66| 236.64000 473.28| 230.00000 460.00
250 mm SLEEVE | | |
0118 W356.10 1.000 EACH| 185.00000 185.00| 193.00000 193.00| 187.00000 187.00
150 mm X 100 mm TEE | | |
0119 W356.12 2.000 EACH| 200.00000 400.00| 208.65000 417.30| 201.00000 402.00
150 mm X 150 mm TEE | | |
0120 W356.18 1.000 EACH| 326.00000 326.00| 340.10000 340.10| 330.00000 330.00
250 mm X 150 mm TEE | | |
0121 W357.16 3.000 EACH| 135.00000 405.00| 140.84000 422.52| 136.00000 408.00
150 mm - 45 DEGREE BEND | | |
0122 W359.04 1.000 EACH| 45.00000 45.00| 46.95000 46.95| 45.00000 45.00
100 mm CAP | | |
0123 W359.08 1.000 EACH| 65.00000 65.00| 67.81000 67.81| 65.00000 65.00
200 mm CAP | | |
0124 W370.00 1.000 EACH| 455.00000 455.00| 474.68000 474.68| 460.00000 460.00
150 mm X 150 mm 508 mm OFFSET | | |
0125 W722.50 1.000 EACH| 300.00000 300.00| 312.98000 312.98| 300.00000 300.00
ABANDON WATER MAIN | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -10
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0126 W800.33 1.000 EACH| 300.00000 300.00| 312.98000 312.98| 300.00000 300.00
REMOVE HYDRANT | | |
SECTION TOTALS | $ 46,501.94| $ 48,514.16| $ 47,132.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0127 0030.50 LUMP| 300.00000 300.00| 3651.41000 3651.41| 2000.00000 2000.00
MOBILIZATION | | |
0128 L001.01 38.660 ha | 1245.00000 48131.70| 1564.89000 60498.65| 1280.00000 49484.80
SEEDING, TYPE A | | |
0129 L001.02 11.350 ha | 739.00000 8387.65| 1199.75000 13617.16| 900.00000 10215.00
SEEDING, TYPE B | | |
0130 L001.03 1.320 ha | 939.00000 1239.48| 1251.91000 1652.52| 775.00000 1023.00
SEEDING, TYPE C | | |
0131 L032.75 257.000 Mg | 65.00000 16705.00| 135.62000 34854.34| 70.00000 17990.00
MULCH | | |
SECTION TOTALS | $ 74,763.83| $ 114,274.08| $ 80,712.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 48+40.8 ONE 42.0 m SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0132 0030.60 LUMP| 8750.00000 8750.00| 41730.43000 41730.43| 10500.00000 10500.00
MOBILIZATION | | |
0133 1010.01 870.000 m3 | 3.60000 3132.00| 5.48000 4767.60| 3.65000 3175.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0134 1043.50 128.000 m2 | 3.00000 384.00| 2.50000 320.00| 3.00000 384.00
RIPRAP FILTER FABRIC | | |
0135 3050.15 116.700 m3 | 233.00000 27191.10| 231.97000 27070.90| 300.00000 35010.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0136 3051.10 7882.000 kg | 1.08000 8512.56| 1.38000 10877.16| 1.68000 13241.76
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0137 6000.10 125.000 LS | 1125.00000 1125.00| 6781.19000 6781.19| 1150.00000 1150.00
ABUTMENT NO.1 EXCAVATION | | |
0138 6000.11 125.000 LS | 1125.00000 1125.00| 6781.19000 6781.19| 1150.00000 1150.00
ABUTMENT NO.2 EXCAVATION | | |
0139 6005.35 23.000 m | 167.00000 3841.00| 171.09000 3935.07| 168.00000 3864.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0140 6005.78 4.000 EACH| 875.00000 3500.00| 1043.26000 4173.04| 880.00000 3520.00
EXPANSION BEARING, TFE TYPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -11
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0141 6005.83 4.000 EACH| 640.00000 2560.00| 1043.26000 4173.04| 645.00000 2580.00
FIXED BEARING | | |
0142 6010.22 87.800 m3 | 416.00000 36524.80| 443.39000 38929.64| 420.00000 36876.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0143 6010.26 153.400 m3 | 398.00000 61053.20| 409.48000 62814.23| 400.00000 61360.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0144 6011.11 98.400 LS | 131000.00000 131000.00| 119974.98000 119974.98| 135000.00000 135000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 48+40.8 | | |
0145 6040.00 1.000 EACH| 5350.00000 5350.00| 13040.76000 13040.76| 5300.00000 5300.00
REMOVE STRUCTURE AT STA. 48+40.8 | | |
0146 6080.00 1470.000 kg | 4.66000 6850.20| 5.74000 8437.80| 4.70000 6909.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0147 6104.00 371.000 Mg | 8.75000 3246.25| 22.95000 8514.45| 9.00000 3339.00
BROKEN CONCRETE RIPRAP | | |
0148 6105.01 47.000 Mg | 43.00000 2021.00| 40.17000 1887.99| 44.00000 2068.00
ROCK RIPRAP, TYPE A | | |
0149 6131.50 19327.000 kg | 1.07000 20679.89| 1.38000 26671.26| 1.08000 20873.16
EPOXY COATED REINFORCING STEEL | | |
0150 6139.50 71.000 m2 | 25.00000 1775.00| 37.56000 2666.76| 26.00000 1846.00
SUBSURFACE DRAINAGE MATTING | | |
0151 6210.12 687.000 m | 44.00000 30228.00| 68.46000 47032.02| 44.00000 30228.00
HP 250 mm X 62 kg STEEL PILING | | |
0152 6310.00 161.100 m2 | 122.00000 19654.20| 134.76000 21709.84| 123.00000 19815.30
STEEL SHEET PILING | | |
0153 8091.00 235.000 m3 | 24.00000 5640.00| 27.12000 6373.20| 24.00000 5640.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 384,143.20| $ 468,662.55| $ 403,829.72
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
0154 0030.70 LUMP| 1000.00000 1000.00| 1043.26000 1043.26| 1000.00000 1000.00
MOBILIZATION | | |
0155 7011.20 45.720 m | 40.25000 1840.23| 41.99000 1919.78| 40.50000 1851.66
W-BEAM GUARDRAIL | | |
0156 7020.00 4.000 EACH| 2619.00000 10476.00| 2732.30000 10929.20| 2700.00000 10800.00
BRIDGE APPROACH SECTIONS | | |
0157 7024.27 4.000 EACH| 1554.00000 6216.00| 1621.23000 6484.92| 1565.00000 6260.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 19,532.23| $ 20,377.16| $ 19,911.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -12
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0158 0002.55 166.400 StaM| 29.00000 4825.60| 23.47000 3905.41| 29.00000 4825.60
OVERLAY BROKEN LINES | | |
0159 0030.90 LUMP| 139000.00000 139000.00| 75371.28000 75371.28| 95000.00000 95000.00
MOBILIZATION | | |
0160 2001.00 2371.000 m3 | 11.25000 26673.75| 30.34000 71936.14| 28.00000 66388.00
GRAVEL SURFACE COURSE | | |
0161 2020.00 1721.000 m2 | 7.50000 12907.50| 3.74000 6436.54| 7.70000 13251.70
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0162 2021.00 17.000 EACH| 50.00000 850.00| 52.16000 886.72| 51.00000 867.00
MAILBOX POST | | |
0163 3014.12 180.030 m | 60.00000 10801.80| 62.60000 11269.88| 60.00000 10801.80
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0164 3016.21 28.500 m2 | 45.00000 1282.50| 46.95000 1338.08| 45.00000 1282.50
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0165 3020.26 78.100 m2 | 48.00000 3748.80| 50.08000 3911.25| 49.00000 3826.90
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0166 4015.00 4.000 EACH| 350.00000 1400.00| 417.30000 1669.20| 235.00000 940.00
ADJUST MANHOLE TO GRADE | | |
0167 4024.55 4.600 m | 240.00000 1104.00| 250.38000 1151.75| 245.00000 1127.00
FLUME SPILLWAY | | |
0168 4024.70 2.000 EACH| 2400.00000 4800.00| 2503.83000 5007.66| 2500.00000 5000.00
CONCRETE FLUME, TYPE I | | |
0169 8022.00 141.000 Mg | 126.59000 17849.19| 132.07000 18621.87| 128.00000 18048.00
HYDRATED LIME | | |
0170 8029.84 72541.000 m2 | 2.09000 151610.69| 1.48000 107360.68| 2.50000 181352.50
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0171 8110.50 56.501 StaM| 1759.00000 99385.26| 1835.10000 103684.99| 1770.00000 100006.77
HYDRATED LIME SLURRY STABILIZATION | | |
0172 8111.00 2.280 StaM| 750.00000 1710.00| 734.83000 1675.41| 1790.00000 4081.20
SHOULDER SUBGRADE PREPARATION | | |
0173 9000.75 500.000 Mg | 22.76000 11380.00| 19.71000 9855.00| 21.00000 10500.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(12.5) | | |
0174 9005.00 200.000 Mg | 31.93000 6386.00| 30.27000 6054.00| 50.00000 10000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(12.5) | | |
0175 9005.30 38420.000 Mg | 22.76000 874439.20| 30.40000 1167968.00| 24.65000 947053.00
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -13
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0176 9009.00 5782.000 m2 | 3.30000 19080.60| 3.59000 20757.38| 4.50000 26019.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0177 9020.91 27.000 Mg | 196.00000 5292.00| 2.00000 54.00| 195.00000 5265.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0178 9021.01 2085.480 Mg | 196.00000 408754.08| 2.00000 4170.96| 195.00000 406668.60
PERFORMANCE GRADED BINDER (64-22) | | |
0179 9030.00 186.000 m | 8.95000 1664.70| 8.99000 1672.14| 7.35000 1367.10
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0180 9034.00 4180.000 m2 | 2.50000 10450.00| 1.02000 4263.60| 2.10000 8778.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0181 9052.15 142890.000 L | 0.25000 35722.50| 0.26000 37151.40| 0.25000 35722.50
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0182 9053.00 62520.000 L | 0.26000 16255.20| 0.22000 13754.40| 0.18000 11253.60
TACK COAT | | |
0183 9111.00 2152.000 kL | 2.00000 4304.00| 1.93000 4153.36| 2.20000 4734.40
WATER | | |
0184 9170.00 314.325 StaM| 270.00000 84867.75| 280.64000 88212.17| 238.00000 74809.35
EARTH SHOULDER CONSTRUCTION | | |
0185 9173.00 100.752 StaM| 695.00000 70022.64| 433.18000 43643.75| 995.00000 100248.24
SUBGRADE PREPARATION | | |
0186 9179.23 13.129 StaM| 850.00000 11159.65| 815.84000 10711.16| 730.00000 9584.17
COLD MILLING, CLASS 3 | | |
0187 9179.24 100.364 StaM| 975.00000 97854.90| 936.45000 93985.87| 775.00000 77782.10
COLD MILLING, CLASS 4 | | |
0188 9188.50 260.000 m2 | 25.00000 6500.00| 22.46000 5839.60| 18.00000 4680.00
SURFACING UNDER GUARDRAIL | | |
0189 9300.52 17.100 LS | 5000.00000 5000.00| 2816.80000 2816.80| 6500.00000 6500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 2,147,082.31| $ 1,929,290.45| $ 2,247,764.03
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0190 0001.08 5775.000 BDAY| 0.50000 2887.50| 0.50000 2887.50| 0.50000 2887.50
BARRICADE, TYPE II | | |
0191 0001.10 12208.000 BDAY| 2.50000 30520.00| 2.09000 25514.72| 1.31000 15992.48
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F08 -14
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 4862 COUNTIES : NUCKOLLS
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 0083 |( 2 ) 1661 |( 3 ) 0574
|WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0192 0001.75 300.000 EACH| 5.00000 1500.00| 5.16000 1548.00| 4.00000 1200.00
TEMPORARY SIGN DAY | | |
0193 0001.90 14328.000 EACH| 0.50000 7164.00| 0.52000 7450.56| 0.50000 7164.00
SIGN DAY | | |
0194 0003.10 30.000 DAY | 185.00000 5550.00| 177.64000 5329.20| 200.00000 6000.00
FLAGGING | | |
0195 0003.20 15.000 DAY | 285.00000 4275.00| 233.57000 3503.55| 250.00000 3750.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0196 0010.04 1.000 EACH| 1500.00000 1500.00| 2548.98000 2548.98| 3500.00000 3500.00
FIELD OFFICE | | |
0197 0030.00 LUMP| 10000.00000 10000.00| 12611.23000 12611.23| 150.00000 150.00
MOBILIZATION | | |
0198 9110.01 95.000 HOUR| 65.00000 6175.00| 48.80000 4636.00| 60.00000 5700.00
RENTAL OF LOADER, FULLY OPERATED | | |
0199 9110.02 55.000 HOUR| 65.00000 3575.00| 43.52000 2393.60| 76.00000 4180.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0200 9110.03 95.000 HOUR| 50.00000 4750.00| 39.00000 3705.00| 51.00000 4845.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0201 9110.06 40.000 HOUR| 75.00000 3000.00| 66.27000 2650.80| 94.00000 3760.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0202 9110.07 95.000 HOUR| 75.00000 7125.00| 33.68000 3199.60| 38.00000 3610.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 88,021.50| $ 77,978.74| $ 62,738.98
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,644,665.63| $ 5,757,836.97| $ 5,798,837.01
====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
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Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
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