NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-35-4(112)
N-35, WAYNE EAST.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0875 BROWER CONSTRUCTION CO. $ 4,418,941.07 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 4,574,014.15 103.5093%
3 0574 CONSTRUCTORS, INC. $ 4,691,672.59 106.1719%
4 0477 WESTERN ENGINEERING COMPANY, INC. $ 4,724,203.13 106.9080%
5 0086 HENNINGSEN CONST., INC. $ 4,742,552.13 107.3233%
6 0880 CHRISTENSEN BROS., INC. $ 4,896,578.62 110.8089%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -3
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |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| 28324.58000 28324.58| 25000.00000 25000.00| 3700.00000 3700.00
MOBILIZATION | | |
0002 1009.00 LUMP| 25000.00000 25000.00| 5353.38000 5353.38| 4800.00000 4800.00
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 8451.000 m3 | 3.44000 29071.44| 3.44000 29071.44| 2.55000 21550.05
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1011.00 1084.000 kL | 1.31000 1420.04| 1.31000 1420.04| 4.05000 4390.20
WATER | | |
0005 1012.00 86.000 EACH| 68.32000 5875.52| 68.32000 5875.52| 72.00000 6192.00
RIGHT-OF-WAY MARKERS | | |
0006 1030.00 38717.000 m3 | 5.06000 195908.02| 5.06000 195908.02| 6.25000 241981.25
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1101.00 371.000 m2 | 5.35000 1984.85| 5.35000 1984.85| 3.25000 1205.75
REMOVE PAVEMENT | | |
0008 1106.00 199.000 m2 | 4.99000 993.01| 4.99000 993.01| 4.10000 815.90
REMOVE DRIVEWAY | | |
0009 1128.50 38.000 m2 | 6.60000 250.80| 6.60000 250.80| 4.10000 155.80
REMOVE SLAB | | |
0010 1701.24 12.000 m | 52.68000 632.16| 52.68000 632.16| 53.00000 636.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0011 4050.01 154.000 m3 | 3.69000 568.26| 3.69000 568.26| 8.70000 1339.80
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0012 7017.00 1546.000 m | 4.30000 6647.80| 4.30000 6647.80| 25.00000 38650.00
REMOVE GUARDRAIL | | |
0013 L006.00 14.000 ha | 185.00000 2590.00| 185.00000 2590.00| 155.00000 2170.00
COVER CROP SEEDING | | |
0014 L006.50 1.000 ha | 7410.00000 7410.00| 7410.00000 7410.00| 4000.00000 4000.00
TEMPORARY SEEDING | | |
0015 L020.00 28894.000 m2 | 1.48000 42763.12| 1.48000 42763.12| 1.50000 43341.00
EROSION CONTROL | | |
0016 L020.08 1962.000 m2 | 5.09000 9986.58| 5.09000 9986.58| 5.10000 10006.20
EROSION CONTROL, TYPE AA | | |
0017 L020.09 1062.000 m2 | 11.50000 12213.00| 11.50000 12213.00| 12.30000 13062.60
EROSION CONTROL, TYPE AAA | | |
0018 L020.10 750.000 m2 | 1.67000 1252.50| 1.67000 1252.50| 1.65000 1237.50
EROSION CONTROL, TYPE HV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -4
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 L021.06 150.000 BALE| 13.50000 2025.00| 13.50000 2025.00| 15.35000 2302.50
EROSION CHECKS, TYPE HV | | |
0020 L021.21 40.000 BALE| 24.00000 960.00| 24.00000 960.00| 15.35000 614.00
EROSION CHECKS, TYPE AA | | |
0021 L021.22 10.000 BALE| 48.00000 480.00| 48.00000 480.00| 15.35000 153.50
EROSION CHECKS, TYPE AAA | | |
0022 L022.11 3983.000 m | 6.90000 27482.70| 6.90000 27482.70| 6.05000 24097.15
FABRIC SILT FENCE-LOW POROSITY | | |
0023 P300.60 79.000 m | 221.93000 17532.47| 221.93000 17532.47| 125.00000 9875.00
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 421,371.85| $ 398,400.65| $ 436,276.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0024 0030.40 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 5125.00000 5125.00
MOBILIZATION | | |
0025 1043.50 17.000 m2 | 2.00000 34.00| 2.00000 34.00| 4.35000 73.95
RIPRAP FILTER FABRIC | | |
0026 4030.00 21.000 m | 80.00000 1680.00| 80.00000 1680.00| 54.00000 1134.00
RELAYING CORRUGATED METAL PIPE | | |
0027 4035.25 4.000 EACH| 75.00000 300.00| 75.00000 300.00| 140.00000 560.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0028 4040.00 28.000 EACH| 150.00000 4200.00| 150.00000 4200.00| 180.00000 5040.00
REMOVE HEADWALLS FROM CULVERTS | | |
0029 4043.00 21.000 m | 71.50000 1501.50| 71.50000 1501.50| 37.00000 777.00
REMOVE CULVERT PIPE | | |
0030 4044.00 1.000 EACH| 2325.00000 2325.00| 1325.00000 1325.00| 2775.00000 2775.00
PREPARATION OF STRUCTURE AT STA. 81+89 | | |
0031 4044.01 1.000 EACH| 2325.00000 2325.00| 1325.00000 1325.00| 3075.00000 3075.00
PREPARATION OF STRUCTURE AT STA. 89+14 | | |
0032 4044.02 1.000 EACH| 2325.00000 2325.00| 1325.00000 1325.00| 3075.00000 3075.00
PREPARATION OF STRUCTURE AT STA. 106+96 | | |
8 | | |
0033 4050.01 627.000 m3 | 25.70000 16113.90| 25.70000 16113.90| 9.25000 5799.75
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0034 4051.01 203.000 m3 | 25.70000 5217.10| 25.70000 5217.10| 15.40000 3126.20
EXCAVATION FOR BOX CULVERTS | | |
0035 4101.06 62.720 m3 | 485.00000 30419.20| 485.00000 30419.20| 425.00000 26656.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -5
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4107.07 6.670 m3 | 600.00000 4002.00| 600.00000 4002.00| 675.00000 4502.25
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0037 4151.00 4144.000 kg | 1.00000 4144.00| 1.00000 4144.00| 1.65000 6837.60
REINFORCING STEEL FOR BOX CULVERT | | |
0038 4157.00 240.000 kg | 2.50000 600.00| 2.50000 600.00| 5.10000 1224.00
REINFORCING STEEL FOR COLLARS | | |
0039 4310.24 8.000 EACH| 225.00000 1800.00| 225.00000 1800.00| 280.00000 2240.00
600 mm FLARED-END SECTION | | |
0040 4310.30 2.000 EACH| 290.00000 580.00| 290.00000 580.00| 340.00000 680.00
750 mm FLARED-END SECTION | | |
0041 4310.36 7.000 EACH| 240.00000 1680.00| 240.00000 1680.00| 430.00000 3010.00
900 mm FLARED-END SECTION | | |
0042 4310.42 3.000 EACH| 510.00000 1530.00| 510.00000 1530.00| 595.00000 1785.00
1050 mm FLARED-END SECTION | | |
0043 4310.48 2.000 EACH| 560.00000 1120.00| 560.00000 1120.00| 650.00000 1300.00
1200 mm FLARED-END SECTION | | |
0044 4310.54 3.000 EACH| 660.00000 1980.00| 660.00000 1980.00| 725.00000 2175.00
1350 mm FLARED-END SECTION | | |
0045 4310.60 2.000 EACH| 690.00000 1380.00| 690.00000 1380.00| 925.00000 1850.00
1500 mm FLARED-END SECTION | | |
0046 4320.42 1.000 EACH| 690.00000 690.00| 690.00000 690.00| 625.00000 625.00
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0047 4320.60 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 1025.00000 2050.00
1500 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0048 4362.24 1.000 EACH| 75.00000 75.00| 75.00000 75.00| 150.00000 150.00
INSTALL 600 mm METAL FLARED-END SECTION | | |
0049 4362.36 1.000 EACH| 75.00000 75.00| 75.00000 75.00| 205.00000 205.00
INSTALL 900 mm METAL FLARED-END SECTION | | |
0050 4362.48 2.000 EACH| 75.00000 150.00| 75.00000 150.00| 255.00000 510.00
INSTALL 1200 mm METAL FLARED-END | | |
SECTION | | |
0051 6105.02 13.000 Mg | 40.00000 520.00| 40.00000 520.00| 31.00000 403.00
ROCK RIPRAP, TYPE B | | |
0052 P300.24 13.200 m | 90.00000 1188.00| 90.00000 1188.00| 55.00000 726.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0053 P300.30 7.400 m | 110.00000 814.00| 110.00000 814.00| 81.00000 599.40
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -6
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 P300.36 15.100 m | 129.00000 1947.90| 129.00000 1947.90| 95.00000 1434.50
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0055 P300.42 18.400 m | 165.00000 3036.00| 165.00000 3036.00| 125.00000 2300.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0056 P300.48 12.100 m | 180.00000 2178.00| 180.00000 2178.00| 100.00000 1210.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0057 P300.54 23.300 m | 210.00000 4893.00| 210.00000 4893.00| 175.00000 4077.50
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0058 P300.60 6.900 m | 226.00000 1559.40| 226.00000 1559.40| 190.00000 1311.00
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0059 P375.42 1.000 m | 250.00000 250.00| 250.00000 250.00| 215.00000 215.00
1050 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0060 P375.60 2.500 m | 275.00000 687.50| 275.00000 687.50| 235.00000 587.50
1500 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0061 P400.24 16.000 m | 120.00000 1920.00| 120.00000 1920.00| 100.00000 1600.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
SECTION TOTALS | $ 115,840.50| $ 112,840.50| $ 100,824.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 96+03.3 TRIPLE 3.05M X 3.05M X 28.5M CONCRETE BOX CULVERT
| | |
0062 0030.40 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 7750.00000 7750.00
MOBILIZATION | | |
0063 1043.50 83.000 m2 | 2.00000 166.00| 2.00000 166.00| 33.00000 2739.00
RIPRAP FILTER FABRIC | | |
0064 4051.01 624.000 m3 | 20.00000 12480.00| 20.00000 12480.00| 12.75000 7956.00
EXCAVATION FOR BOX CULVERTS | | |
0065 4101.06 242.010 m3 | 330.00000 79863.30| 330.00000 79863.30| 400.00000 96804.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0066 4151.00 16852.000 kg | 1.00000 16852.00| 1.00000 16852.00| 1.50000 25278.00
REINFORCING STEEL FOR BOX CULVERT | | |
0067 6040.00 1.000 EACH| 6000.00000 6000.00| 6000.00000 6000.00| 10000.00000 10000.00
REMOVE STRUCTURE AT STA. 96+07.1 | | |
0068 6105.02 79.000 Mg | 40.00000 3160.00| 40.00000 3160.00| 30.75000 2429.25
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 127,521.30| $ 127,521.30| $ 152,956.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 23+12.025 ONE 27.43 M & TWO 21.335 M SPANS ROLLED BEAM STEEL GIRDER BR
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -7
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 0030.60 LUMP| | |
MOBILIZATION | | |
0070 1010.01 240.000 m3 | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0071 1043.50 62.000 m2 | | |
RIPRAP FILTER FABRIC | | |
0072 3050.15 180.300 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0073 3051.10 11245.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0074 6000.10 25.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0075 6000.11 25.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0076 6001.50 280.000 LS | | |
BENT NO.1 EXCAVATION | | |
0077 6001.51 100.000 LS | | |
BENT NO.2 EXCAVATION | | |
0078 6005.35 35.800 m | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0079 6005.78 12.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0080 6005.83 12.000 EACH| | |
FIXED BEARING | | |
0081 6010.22 379.300 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0082 6010.26 321.700 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0083 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 23+10.5 | | |
0084 6071.12 142035.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 23+12.025 | | |
0085 6080.00 835.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0086 6104.00 120.000 Mg | | |
BROKEN CONCRETE RIPRAP | | |
0087 6131.50 47865.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -8
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 6139.50 34.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0089 6210.50 867.000 m | | |
PIPE PILING | | |
0090 6310.00 496.000 m2 | | |
STEEL SHEET PILING | | |
0091 6510.55 50.000 LS | | |
TEMPORARY BRIDGE SHORING | | |
0092 8091.00 155.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 23+12.025 ONE 27.43M & TWO 21.335M SPANS NU900 PRESTRES CONC GIRDER BR
| | |
0093 0030.60 LUMP| 84841.00000 84841.00| 89500.00000 89500.00| 72250.00000 72250.00
MOBILIZATION | | |
0094 1010.01 240.000 m3 | 3.50000 840.00| 6.00000 1440.00| 3.60000 864.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0095 1043.50 43.000 m2 | 2.67000 114.81| 2.60000 111.80| 2.75000 118.25
RIPRAP FILTER FABRIC | | |
0096 3050.15 180.300 m3 | 190.04000 34264.21| 260.00000 46878.00| 195.00000 35158.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0097 3051.10 11245.000 kg | 1.40000 15743.00| 1.15000 12931.75| 1.50000 16867.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0098 6000.10 25.000 LS | 3148.00000 3148.00| 8000.00000 8000.00| 3225.00000 3225.00
ABUTMENT NO.1 EXCAVATION | | |
0099 6000.11 25.000 LS | 3148.00000 3148.00| 8000.00000 8000.00| 3225.00000 3225.00
ABUTMENT NO.2 EXCAVATION | | |
0100 6001.50 25.000 LS | 8457.00000 8457.00| 15000.00000 15000.00| 8750.00000 8750.00
BENT NO.1 EXCAVATION | | |
0101 6001.51 25.000 LS | 11491.00000 11491.00| 10000.00000 10000.00| 11775.00000 11775.00
BENT NO.2 EXCAVATION | | |
0102 6005.35 35.800 m | 123.01000 4403.76| 135.00000 4833.00| 125.00000 4475.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0103 6005.78 12.000 EACH| 587.20000 7046.40| 700.00000 8400.00| 600.00000 7200.00
EXPANSION BEARING, TFE TYPE | | |
0104 6005.83 24.000 EACH| 127.48000 3059.52| 250.00000 6000.00| 130.00000 3120.00
FIXED BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -9
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 6010.22 377.000 m3 | 295.34000 111343.18| 400.00000 150800.00| 300.00000 113100.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0106 6010.26 346.700 m3 | 292.32000 101347.34| 400.00000 138680.00| 300.00000 104010.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0107 6011.11 175.600 LS | 171819.00000 171819.00| 164000.00000 164000.00| 176100.00000 176100.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 23+12.025 | | |
0108 6040.00 1.000 EACH| 73532.00000 73532.00| 40000.00000 40000.00| 75350.00000 75350.00
REMOVE STRUCTURE AT STA. 23+10.5 | | |
0109 6080.00 835.000 kg | 5.75000 4801.25| 5.50000 4592.50| 6.00000 5010.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0110 6104.00 120.000 Mg | 5.37000 644.40| 18.00000 2160.00| 5.50000 660.00
BROKEN CONCRETE RIPRAP | | |
0111 6131.50 51000.000 kg | 1.40000 71400.00| 1.15000 58650.00| 1.50000 76500.00
EPOXY COATED REINFORCING STEEL | | |
0112 6139.50 51.000 m2 | 49.20000 2509.20| 30.00000 1530.00| 50.50000 2575.50
SUBSURFACE DRAINAGE MATTING | | |
0113 6210.50 979.200 m | 66.96000 65567.23| 81.00000 79315.20| 68.00000 66585.60
PIPE PILING | | |
0114 6310.00 496.000 m2 | 118.38000 58716.48| 122.00000 60512.00| 121.00000 60016.00
STEEL SHEET PILING | | |
0115 6510.55 50.000 LS | 8158.00000 8158.00| 7000.00000 7000.00| 8361.00000 8361.00
TEMPORARY BRIDGE SHORING | | |
0116 8091.00 154.000 m3 | 16.03000 2468.62| 30.00000 4620.00| 16.50000 2541.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 848,863.40| $ 922,954.25| $ 857,837.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6B BRIDGE AT STA. 28+85.160 ONE 8.825M & TWO 8.575M SPAN PRESTRESS CONC INVERTED TEE BR
| | |
0117 0030.60 LUMP| 44580.00000 44580.00| 34000.00000 34000.00| 42500.00000 42500.00
MOBILIZATION | | |
0118 1010.01 975.000 m3 | 3.44000 3354.00| 6.00000 5850.00| 3.50000 3412.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0119 1043.50 61.000 m2 | 2.52000 153.72| 2.60000 158.60| 2.60000 158.60
RIPRAP FILTER FABRIC | | |
0120 3050.15 141.600 m3 | 201.99000 28601.78| 260.00000 36816.00| 207.00000 29311.20
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0121 3051.10 9445.000 kg | 1.34000 12656.30| 1.15000 10861.75| 1.35000 12750.75
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -10
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0122 6000.10 25.000 LS | 12205.00000 12205.00| 4000.00000 4000.00| 12500.00000 12500.00
ABUTMENT NO.1 EXCAVATION | | |
0123 6000.11 25.000 LS | 12205.00000 12205.00| 4000.00000 4000.00| 12500.00000 12500.00
ABUTMENT NO.2 EXCAVATION | | |
0124 6001.50 5.000 LS | 10726.00000 10726.00| 6000.00000 6000.00| 11000.00000 11000.00
BENT NO.1 EXCAVATION | | |
0125 6001.51 5.000 LS | 10753.00000 10753.00| 6000.00000 6000.00| 11000.00000 11000.00
BENT NO.2 EXCAVATION | | |
0126 6005.60 114.000 EACH| 44.89000 5117.46| 55.00000 6270.00| 46.00000 5244.00
ELASTOMERIC BEARING | | |
0127 6010.22 111.200 m3 | 300.96000 33466.75| 400.00000 44480.00| 310.00000 34472.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0128 6010.26 71.600 m3 | 478.10000 34231.96| 400.00000 28640.00| 490.00000 35084.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0129 6011.11 54.300 LS | 61686.00000 61686.00| 72000.00000 72000.00| 63225.00000 63225.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 28+85.16 | | |
0130 6040.00 1.000 EACH| 64954.00000 64954.00| 12500.00000 12500.00| 66500.00000 66500.00
REMOVE STRUCTURE AT STA. 28+87.1 | | |
0131 6080.00 150.000 kg | 5.59000 838.50| 5.50000 825.00| 5.75000 862.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0132 6104.00 25.000 Mg | 10.34000 258.50| 18.00000 450.00| 10.50000 262.50
BROKEN CONCRETE RIPRAP | | |
0133 6131.50 16745.000 kg | 1.34000 22438.30| 1.15000 19256.75| 1.35000 22605.75
EPOXY COATED REINFORCING STEEL | | |
0134 6139.50 25.000 m2 | 73.09000 1827.25| 30.00000 750.00| 75.00000 1875.00
SUBSURFACE DRAINAGE MATTING | | |
0135 6210.50 549.000 m | 66.70000 36618.30| 81.00000 44469.00| 68.35000 37524.15
PIPE PILING | | |
0136 6310.00 213.000 m2 | 118.79000 25302.27| 122.00000 25986.00| 122.00000 25986.00
STEEL SHEET PILING | | |
0137 8091.00 125.000 m3 | 20.71000 2588.75| 30.00000 3750.00| 21.25000 2656.25
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 424,562.84| $ 367,063.10| $ 431,430.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
0138 0030.70 LUMP| 3408.00000 3408.00| 2250.00000 2250.00| 2300.00000 2300.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -11
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0139 7011.20 95.250 m | 35.40000 3371.85| 35.40000 3371.85| 36.25000 3452.81
W-BEAM GUARDRAIL | | |
0140 7015.00 2850.000 m | 17.62000 50217.00| 17.62000 50217.00| 18.00000 51300.00
CABLE GUARDRAIL | | |
0141 7020.00 8.000 EACH| 1925.00000 15400.00| 1925.00000 15400.00| 1975.00000 15800.00
BRIDGE APPROACH SECTIONS | | |
0142 7023.00 30.000 EACH| 1110.00000 33300.00| 1110.00000 33300.00| 1135.00000 34050.00
TERMINAL ANCHORAGE SECTIONS | | |
0143 7024.27 8.000 EACH| 1398.00000 11184.00| 1398.00000 11184.00| 1450.00000 11600.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 116,880.85| $ 115,722.85| $ 118,502.81
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 8B ELECTRICAL
| | |
0144 0030.81 LUMP| 1435.00000 1435.00| 500.00000 500.00| 515.00000 515.00
MOBILIZATION | | |
0145 A001.12 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 255.00000 510.00
PULL BOX, TYPE PB-5 | | |
0146 A001.16 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 310.00000 310.00
PULL BOX, TYPE PB-6 | | |
0147 A009.11 1.000 EACH| 1350.00000 1350.00| 1350.00000 1350.00| 1375.00000 1375.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-3. | | |
7-0.25 | | |
0148 A009.14 4.000 EACH| 1450.00000 5800.00| 1450.00000 5800.00| 1475.00000 5900.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | |
7-0.25 | | |
0149 A020.30 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1225.00000 1225.00
LIGHTING CONTROL CENTER, TYPE R | | |
0150 A070.10 212.000 m | 6.00000 1272.00| 6.00000 1272.00| 6.15000 1303.80
38 mm CONDUIT IN TRENCH | | |
0151 A072.10 35.000 m | 6.00000 210.00| 6.00000 210.00| 6.15000 215.25
38 mm CONDUIT UNDER ROADWAY | | |
0152 A074.12 14.000 m | 45.00000 630.00| 45.00000 630.00| 46.00000 644.00
38 mm CONDUIT, JACKED | | |
0153 A080.22 261.000 m | 2.00000 522.00| 2.00000 522.00| 2.05000 535.05
STREET LIGHTING CABLE, NO. 6 BARE | | |
0154 A080.24 522.000 m | 3.00000 1566.00| 3.00000 1566.00| 3.05000 1592.10
STREET LIGHTING CABLE, NO. 6 USE | | |
SECTION TOTALS | $ 14,785.00| $ 13,850.00| $ 14,125.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -12
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0155 0002.55 333.060 StaM| 22.73000 7570.45| 23.00000 7660.38| 23.00000 7660.38
OVERLAY BROKEN LINES | | |
0156 0002.60 666.120 StaM| 22.73000 15140.91| 26.00000 17319.12| 23.00000 15320.76
OVERLAY SOLID LINES | | |
0157 0030.90 LUMP| 39983.32000 39983.32| 95500.00000 95500.00| 100000.00000 100000.00
MOBILIZATION | | |
0158 2001.00 130.000 m3 | 17.05000 2216.50| 11.50000 1495.00| 18.15000 2359.50
GRAVEL SURFACE COURSE | | |
0159 2020.00 640.000 m2 | 11.05000 7072.00| 7.50000 4800.00| 8.30000 5312.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0160 2021.00 14.000 EACH| 50.50000 707.00| 50.00000 700.00| 51.00000 714.00
MAILBOX POST | | |
0161 3008.05 171.000 EACH| 7.76000 1326.96| 7.76000 1326.96| 8.20000 1402.20
TIE BARS | | |
0162 3031.08 244.000 m2 | 54.37000 13266.28| 54.37000 13266.28| 40.00000 9760.00
205 mm CONCRETE BASE COURSE | | |
0163 7503.04 340.000 m | 9.09000 3090.60| 9.00000 3060.00| 9.25000 3145.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0164 7509.04 50.000 m | 25.25000 1262.50| 25.00000 1250.00| 25.65000 1282.50
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0165 9000.75 500.000 Mg | 20.21000 10105.00| 20.06000 10030.00| 20.00000 10000.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(12.5) | | |
0166 9005.00 575.000 Mg | 50.93000 29284.75| 30.06000 17284.50| 48.00000 27600.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0167 9005.45 44720.000 Mg | 19.98000 893505.60| 20.06000 897083.20| 21.35000 954772.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0168 9009.00 5041.000 m2 | 3.15000 15879.15| 4.50000 22684.50| 4.80000 24196.80
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0169 9009.75 9350.000 m2 | 22.89000 214021.50| 38.24000 357544.00| 31.50000 294525.00
TEMPORARY SURFACING 200 mm | | |
0170 9020.91 27.000 Mg | 233.20000 6296.40| 232.00000 6264.00| 235.00000 6345.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -13
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0171 9021.01 2445.930 Mg | 233.20000 570390.88| 232.00000 567455.76| 235.00000 574793.55
PERFORMANCE GRADED BINDER (64-22) | | |
0172 9034.00 1907.000 m2 | 1.75000 3337.25| 2.50000 4767.50| 2.80000 5339.60
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0173 9053.00 22380.000 L | 0.26000 5818.80| 0.26000 5818.80| 0.45000 10071.00
TACK COAT | | |
0174 9111.00 1010.000 kL | 3.00000 3030.00| 1.00000 1010.00| 7.00000 7070.00
WATER | | |
0175 9170.00 221.737 StaM| 245.99000 54545.08| 256.00000 56764.67| 190.00000 42130.03
EARTH SHOULDER CONSTRUCTION | | |
0176 9173.20 24596.000 m2 | 0.90000 22136.40| 1.70000 41813.20| 2.55000 62719.80
SUBGRADE PREPARATION | | |
0177 9179.23 102.376 StaM| 322.97000 33064.38| 312.00000 31941.31| 310.00000 31736.56
COLD MILLING, CLASS 3 | | |
0178 9179.34 5747.000 m2 | 3.80000 21838.60| 3.60000 20689.20| 3.55000 20401.85
COLD MILLING, CLASS 4 | | |
0179 9179.80 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| 1025.00000 1025.00
MILLING CONCRETE FOR INLAYS | | |
0180 9188.50 9138.000 m2 | 13.98000 127749.24| 10.84000 99055.92| 16.15000 147578.70
SURFACING UNDER GUARDRAIL | | |
0181 9300.52 11.300 LS | 3500.00000 3500.00| 3500.00000 3500.00| 3375.00000 3375.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0182 L001.01 6.000 ha | 1294.00000 7764.00| 1294.00000 7764.00| 1050.00000 6300.00
SEEDING, TYPE A | | |
0183 L001.02 8.000 ha | 1120.00000 8960.00| 1120.00000 8960.00| 875.00000 7000.00
SEEDING, TYPE B | | |
0184 L032.75 70.000 Mg | 64.00000 4480.00| 64.00000 4480.00| 61.50000 4305.00
MULCH | | |
SECTION TOTALS | $ 2,128,343.55| $ 2,313,788.30| $ 2,388,241.23
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0185 0001.08 18192.000 BDAY| 0.50000 9096.00| 0.50000 9096.00| 0.50000 9096.00
BARRICADE, TYPE II | | |
0186 0001.10 5886.000 BDAY| 2.02000 11889.72| 3.00000 17658.00| 2.05000 12066.30
BARRICADE, TYPE III | | |
0187 0001.75 980.000 EACH| 3.03000 2969.40| 6.00000 5880.00| 3.05000 2989.00
TEMPORARY SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -14
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0083 |( 3 ) 0574
|BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0188 0001.90 30384.000 EACH| 0.26000 7899.84| 0.50000 15192.00| 0.26000 7899.84
SIGN DAY | | |
0189 0001.98 2148.000 EACH| 1.01000 2169.48| 1.00000 2148.00| 1.02000 2190.96
CONTRACTOR FURNISHED SIGN | | |
0190 0002.30 2280.000 m | 1.01000 2302.80| 1.00000 2280.00| 1.02000 2325.60
PAVEMENT MARKING REMOVAL | | |
0191 0002.39 12100.000 m | 2.28000 27588.00| 2.25000 27225.00| 2.32000 28072.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0192 0002.47 4000.000 m | 0.76000 3040.00| 0.75000 3000.00| 0.75000 3000.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0193 0002.61 34.000 EACH| 35.35000 1201.90| 35.00000 1190.00| 36.00000 1224.00
PLOWABLE PAVEMENT MARKER | | |
0194 0003.10 250.000 DAY | 200.00000 50000.00| 185.00000 46250.00| 190.00000 47500.00
FLAGGING | | |
0195 0003.20 35.000 DAY | 280.00000 9800.00| 285.00000 9975.00| 245.00000 8575.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0196 0003.50 152.000 m | 202.07000 30714.64| 82.10000 12479.20| 190.00000 28880.00
CONCRETE PROTECTION BARRIER | | |
0197 0010.04 1.000 EACH| 4500.00000 4500.00| 2500.00000 2500.00| 5650.00000 5650.00
FIELD OFFICE | | |
0198 0030.00 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 10.00000 10.00
MOBILIZATION | | |
0199 9110.01 160.000 HOUR| 65.00000 10400.00| 65.00000 10400.00| 56.00000 8960.00
RENTAL OF LOADER, FULLY OPERATED | | |
0200 9110.02 40.000 HOUR| 65.00000 2600.00| 60.00000 2400.00| 72.00000 2880.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0201 9110.03 160.000 HOUR| 55.00000 8800.00| 50.00000 8000.00| 48.00000 7680.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0202 9110.06 120.000 HOUR| 65.00000 7800.00| 75.00000 9000.00| 56.00000 6720.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0203 9110.07 160.000 HOUR| 50.00000 8000.00| 45.00000 7200.00| 36.00000 5760.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 220,771.78| $ 201,873.20| $ 191,478.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,418,941.07| $ 4,574,014.15| $ 4,691,672.59
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -15
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., 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| 15000.00000 15000.00| 14133.71000 14133.71| 15000.00000 15000.00
MOBILIZATION | | |
0002 1009.00 LUMP| 5500.00000 5500.00| 5460.45000 5460.45| 6000.00000 6000.00
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 8451.000 m3 | 3.50000 29578.50| 3.51000 29663.01| 3.50000 29578.50
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1011.00 1084.000 kL | 1.35000 1463.40| 1.34000 1452.56| 1.35000 1463.40
WATER | | |
0005 1012.00 86.000 EACH| 70.00000 6020.00| 69.69000 5993.34| 70.00000 6020.00
RIGHT-OF-WAY MARKERS | | |
0006 1030.00 38717.000 m3 | 5.10000 197456.70| 5.16000 199779.72| 5.10000 197456.70
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1101.00 371.000 m2 | 5.40000 2003.40| 5.46000 2025.66| 5.40000 2003.40
REMOVE PAVEMENT | | |
0008 1106.00 199.000 m2 | 5.00000 995.00| 5.09000 1012.91| 5.00000 995.00
REMOVE DRIVEWAY | | |
0009 1128.50 38.000 m2 | 7.00000 266.00| 6.73000 255.74| 7.00000 266.00
REMOVE SLAB | | |
0010 1701.24 12.000 m | 53.00000 636.00| 53.73000 644.76| 54.00000 648.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0011 4050.01 154.000 m3 | 4.00000 616.00| 3.76000 579.04| 3.80000 585.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0012 7017.00 1546.000 m | 4.50000 6957.00| 4.39000 6786.94| 4.40000 6802.40
REMOVE GUARDRAIL | | |
0013 L006.00 14.000 ha | 202.00000 2828.00| 205.77000 2880.78| 190.00000 2660.00
COVER CROP SEEDING | | |
0014 L006.50 1.000 ha | 7450.00000 7450.00| 3978.00000 3978.00| 7500.00000 7500.00
TEMPORARY SEEDING | | |
0015 L020.00 28894.000 m2 | 1.50000 43341.00| 1.51000 43629.94| 1.50000 43341.00
EROSION CONTROL | | |
0016 L020.08 1962.000 m2 | 5.10000 10006.20| 5.10000 10006.20| 5.10000 10006.20
EROSION CONTROL, TYPE AA | | |
0017 L020.09 1062.000 m2 | 11.50000 12213.00| 12.24000 12998.88| 11.50000 12213.00
EROSION CONTROL, TYPE AAA | | |
0018 L020.10 750.000 m2 | 1.70000 1275.00| 1.63000 1222.50| 1.70000 1275.00
EROSION CONTROL, TYPE HV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -16
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 L021.06 150.000 BALE| 13.50000 2025.00| 15.30000 2295.00| 13.60000 2040.00
EROSION CHECKS, TYPE HV | | |
0020 L021.21 40.000 BALE| 24.50000 980.00| 15.30000 612.00| 24.00000 960.00
EROSION CHECKS, TYPE AA | | |
0021 L021.22 10.000 BALE| 50.00000 500.00| 15.30000 153.00| 49.00000 490.00
EROSION CHECKS, TYPE AAA | | |
0022 L022.11 3983.000 m | 7.00000 27881.00| 6.02000 23977.66| 7.00000 27881.00
FABRIC SILT FENCE-LOW POROSITY | | |
0023 P300.60 79.000 m | 225.00000 17775.00| 226.37000 17883.23| 225.00000 17775.00
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 392,766.20| $ 387,425.03| $ 392,959.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0024 0030.40 LUMP| 9500.00000 9500.00| 9180.00000 9180.00| 9000.00000 9000.00
MOBILIZATION | | |
0025 1043.50 17.000 m2 | 2.00000 34.00| 2.04000 34.68| 2.00000 34.00
RIPRAP FILTER FABRIC | | |
0026 4030.00 21.000 m | 80.00000 1680.00| 81.60000 1713.60| 80.00000 1680.00
RELAYING CORRUGATED METAL PIPE | | |
0027 4035.25 4.000 EACH| 77.00000 308.00| 76.50000 306.00| 75.00000 300.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0028 4040.00 28.000 EACH| 150.00000 4200.00| 153.00000 4284.00| 150.00000 4200.00
REMOVE HEADWALLS FROM CULVERTS | | |
0029 4043.00 21.000 m | 72.00000 1512.00| 72.93000 1531.53| 72.00000 1512.00
REMOVE CULVERT PIPE | | |
0030 4044.00 1.000 EACH| 1350.00000 1350.00| 1351.50000 1351.50| 1400.00000 1400.00
PREPARATION OF STRUCTURE AT STA. 81+89 | | |
0031 4044.01 1.000 EACH| 1350.00000 1350.00| 1351.50000 1351.50| 1400.00000 1400.00
PREPARATION OF STRUCTURE AT STA. 89+14 | | |
0032 4044.02 1.000 EACH| 1350.00000 1350.00| 1351.50000 1351.50| 1400.00000 1400.00
PREPARATION OF STRUCTURE AT STA. 106+96 | | |
8 | | |
0033 4050.01 627.000 m3 | 26.00000 16302.00| 26.21000 16433.67| 26.00000 16302.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0034 4051.01 203.000 m3 | 26.00000 5278.00| 26.21000 5320.63| 26.00000 5278.00
EXCAVATION FOR BOX CULVERTS | | |
0035 4101.06 62.720 m3 | 490.00000 30732.80| 494.70000 31027.58| 490.00000 30732.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -17
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4107.07 6.670 m3 | 600.00000 4002.00| 612.00000 4082.04| 600.00000 4002.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0037 4151.00 4144.000 kg | 1.00000 4144.00| 1.02000 4226.88| 1.00000 4144.00
REINFORCING STEEL FOR BOX CULVERT | | |
0038 4157.00 240.000 kg | 3.00000 720.00| 2.55000 612.00| 2.50000 600.00
REINFORCING STEEL FOR COLLARS | | |
0039 4310.24 8.000 EACH| 230.00000 1840.00| 229.50000 1836.00| 230.00000 1840.00
600 mm FLARED-END SECTION | | |
0040 4310.30 2.000 EACH| 300.00000 600.00| 295.80000 591.60| 300.00000 600.00
750 mm FLARED-END SECTION | | |
0041 4310.36 7.000 EACH| 250.00000 1750.00| 244.80000 1713.60| 250.00000 1750.00
900 mm FLARED-END SECTION | | |
0042 4310.42 3.000 EACH| 520.00000 1560.00| 520.20000 1560.60| 520.00000 1560.00
1050 mm FLARED-END SECTION | | |
0043 4310.48 2.000 EACH| 560.00000 1120.00| 571.20000 1142.40| 560.00000 1120.00
1200 mm FLARED-END SECTION | | |
0044 4310.54 3.000 EACH| 670.00000 2010.00| 673.20000 2019.60| 660.00000 1980.00
1350 mm FLARED-END SECTION | | |
0045 4310.60 2.000 EACH| 700.00000 1400.00| 703.80000 1407.60| 700.00000 1400.00
1500 mm FLARED-END SECTION | | |
0046 4320.42 1.000 EACH| 700.00000 700.00| 703.80000 703.80| 700.00000 700.00
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0047 4320.60 2.000 EACH| 800.00000 1600.00| 816.00000 1632.00| 800.00000 1600.00
1500 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0048 4362.24 1.000 EACH| 75.00000 75.00| 76.50000 76.50| 80.00000 80.00
INSTALL 600 mm METAL FLARED-END SECTION | | |
0049 4362.36 1.000 EACH| 75.00000 75.00| 76.50000 76.50| 80.00000 80.00
INSTALL 900 mm METAL FLARED-END SECTION | | |
0050 4362.48 2.000 EACH| 75.00000 150.00| 76.50000 153.00| 80.00000 160.00
INSTALL 1200 mm METAL FLARED-END | | |
SECTION | | |
0051 6105.02 13.000 Mg | 45.00000 585.00| 40.80000 530.40| 40.00000 520.00
ROCK RIPRAP, TYPE B | | |
0052 P300.24 13.200 m | 90.00000 1188.00| 91.80000 1211.76| 90.00000 1188.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0053 P300.30 7.400 m | 110.00000 814.00| 112.20000 830.28| 120.00000 888.00
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -18
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 P300.36 15.100 m | 130.00000 1963.00| 131.58000 1986.86| 130.00000 1963.00
900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0055 P300.42 18.400 m | 165.00000 3036.00| 168.30000 3096.72| 170.00000 3128.00
1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0056 P300.48 12.100 m | 180.00000 2178.00| 183.60000 2221.56| 180.00000 2178.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0057 P300.54 23.300 m | 210.00000 4893.00| 214.20000 4990.86| 220.00000 5126.00
1350 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0058 P300.60 6.900 m | 230.00000 1587.00| 230.52000 1590.59| 230.00000 1587.00
1500 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0059 P375.42 1.000 m | 250.00000 250.00| 255.00000 255.00| 250.00000 250.00
1050 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0060 P375.60 2.500 m | 280.00000 700.00| 280.50000 701.25| 280.00000 700.00
1500 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0061 P400.24 16.000 m | 120.00000 1920.00| 122.40000 1958.40| 120.00000 1920.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
SECTION TOTALS | $ 114,456.80| $ 115,093.99| $ 114,302.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 96+03.3 TRIPLE 3.05M X 3.05M X 28.5M CONCRETE BOX CULVERT
| | |
0062 0030.40 LUMP| 9500.00000 9500.00| 9180.00000 9180.00| 10000.00000 10000.00
MOBILIZATION | | |
0063 1043.50 83.000 m2 | 2.00000 166.00| 2.04000 169.32| 2.00000 166.00
RIPRAP FILTER FABRIC | | |
0064 4051.01 624.000 m3 | 20.00000 12480.00| 20.40000 12729.60| 20.00000 12480.00
EXCAVATION FOR BOX CULVERTS | | |
0065 4101.06 242.010 m3 | 335.00000 81073.35| 346.50000 83856.47| 330.00000 79863.30
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0066 4151.00 16852.000 kg | 1.00000 16852.00| 1.02000 17189.04| 1.00000 16852.00
REINFORCING STEEL FOR BOX CULVERT | | |
0067 6040.00 1.000 EACH| 6000.00000 6000.00| 6120.00000 6120.00| 6000.00000 6000.00
REMOVE STRUCTURE AT STA. 96+07.1 | | |
0068 6105.02 79.000 Mg | 45.00000 3555.00| 40.80000 3223.20| 40.00000 3160.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 129,626.35| $ 132,467.63| $ 128,521.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 23+12.025 ONE 27.43 M & TWO 21.335 M SPANS ROLLED BEAM STEEL GIRDER BR
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -19
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 0030.60 LUMP| | |
MOBILIZATION | | |
0070 1010.01 240.000 m3 | | |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0071 1043.50 62.000 m2 | | |
RIPRAP FILTER FABRIC | | |
0072 3050.15 180.300 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0073 3051.10 11245.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0074 6000.10 25.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0075 6000.11 25.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0076 6001.50 280.000 LS | | |
BENT NO.1 EXCAVATION | | |
0077 6001.51 100.000 LS | | |
BENT NO.2 EXCAVATION | | |
0078 6005.35 35.800 m | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0079 6005.78 12.000 EACH| | |
EXPANSION BEARING, TFE TYPE | | |
0080 6005.83 12.000 EACH| | |
FIXED BEARING | | |
0081 6010.22 379.300 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0082 6010.26 321.700 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0083 6040.00 1.000 EACH| | |
REMOVE STRUCTURE AT STA. 23+10.5 | | |
0084 6071.12 142035.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 23+12.025 | | |
0085 6080.00 835.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0086 6104.00 120.000 Mg | | |
BROKEN CONCRETE RIPRAP | | |
0087 6131.50 47865.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -20
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 6139.50 34.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0089 6210.50 867.000 m | | |
PIPE PILING | | |
0090 6310.00 496.000 m2 | | |
STEEL SHEET PILING | | |
0091 6510.55 50.000 LS | | |
TEMPORARY BRIDGE SHORING | | |
0092 8091.00 155.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 23+12.025 ONE 27.43M & TWO 21.335M SPANS NU900 PRESTRES CONC GIRDER BR
| | |
0093 0030.60 LUMP| 80000.00000 80000.00| 71977.32000 71977.32| 110000.00000 110000.00
MOBILIZATION | | |
0094 1010.01 240.000 m3 | 4.00000 960.00| 3.57000 856.80| 4.00000 960.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0095 1043.50 43.000 m2 | 3.00000 129.00| 2.72000 116.96| 3.00000 129.00
RIPRAP FILTER FABRIC | | |
0096 3050.15 180.300 m3 | 200.00000 36060.00| 193.84000 34949.35| 220.00000 39666.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0097 3051.10 11245.000 kg | 1.50000 16867.50| 1.43000 16080.35| 1.10000 12369.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0098 6000.10 25.000 LS | 3300.00000 3300.00| 3210.96000 3210.96| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0099 6000.11 25.000 LS | 3300.00000 3300.00| 3210.96000 3210.96| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0100 6001.50 25.000 LS | 8800.00000 8800.00| 8626.14000 8626.14| 65000.00000 65000.00
BENT NO.1 EXCAVATION | | |
0101 6001.51 25.000 LS | 12000.00000 12000.00| 11720.82000 11720.82| 65000.00000 65000.00
BENT NO.2 EXCAVATION | | |
0102 6005.35 35.800 m | 130.00000 4654.00| 125.46000 4491.47| 170.00000 6086.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0103 6005.78 12.000 EACH| 620.00000 7440.00| 598.94000 7187.28| 900.00000 10800.00
EXPANSION BEARING, TFE TYPE | | |
0104 6005.83 24.000 EACH| 135.00000 3240.00| 130.03000 3120.72| 300.00000 7200.00
FIXED BEARING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -21
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 6010.22 377.000 m3 | 310.00000 116870.00| 301.25000 113571.25| 370.00000 139490.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0106 6010.26 346.700 m3 | 310.00000 107477.00| 298.17000 103375.54| 320.00000 110944.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0107 6011.11 175.600 LS | 180000.00000 180000.00| 180409.95000 180409.95| 185000.00000 185000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 23+12.025 | | |
0108 6040.00 1.000 EACH| 76000.00000 76000.00| 77208.60000 77208.60| 60000.00000 60000.00
REMOVE STRUCTURE AT STA. 23+10.5 | | |
0109 6080.00 835.000 kg | 6.00000 5010.00| 5.87000 4901.45| 5.00000 4175.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0110 6104.00 120.000 Mg | 11.00000 1320.00| 5.48000 657.60| 20.00000 2400.00
BROKEN CONCRETE RIPRAP | | |
0111 6131.50 51000.000 kg | 1.50000 76500.00| 1.43000 72930.00| 1.20000 61200.00
EPOXY COATED REINFORCING STEEL | | |
0112 6139.50 51.000 m2 | 52.00000 2652.00| 50.18000 2559.18| 40.00000 2040.00
SUBSURFACE DRAINAGE MATTING | | |
0113 6210.50 979.200 m | 70.00000 68544.00| 68.30000 66879.36| 65.00000 63648.00
PIPE PILING | | |
0114 6310.00 496.000 m2 | 125.00000 62000.00| 120.75000 59892.00| 140.00000 69440.00
STEEL SHEET PILING | | |
0115 6510.55 50.000 LS | 8500.00000 8500.00| 8321.16000 8321.16| 10000.00000 10000.00
TEMPORARY BRIDGE SHORING | | |
0116 8091.00 154.000 m3 | 17.00000 2618.00| 16.35000 2517.90| 30.00000 4620.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 884,241.50| $ 858,773.12| $ 1,050,167.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6B BRIDGE AT STA. 28+85.160 ONE 8.825M & TWO 8.575M SPAN PRESTRESS CONC INVERTED TEE BR
| | |
0117 0030.60 LUMP| 45000.00000 45000.00| 42243.30000 42243.30| 35000.00000 35000.00
MOBILIZATION | | |
0118 1010.01 975.000 m3 | 4.00000 3900.00| 3.51000 3422.25| 5.00000 4875.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0119 1043.50 61.000 m2 | 3.00000 183.00| 2.57000 156.77| 3.00000 183.00
RIPRAP FILTER FABRIC | | |
0120 3050.15 141.600 m3 | 210.00000 29736.00| 206.03000 29173.85| 220.00000 31152.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0121 3051.10 9445.000 kg | 1.50000 14167.50| 1.37000 12939.65| 1.10000 10389.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -22
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0122 6000.10 25.000 LS | 12500.00000 12500.00| 12449.10000 12449.10| 7000.00000 7000.00
ABUTMENT NO.1 EXCAVATION | | |
0123 6000.11 25.000 LS | 12500.00000 12500.00| 12449.10000 12449.10| 7000.00000 7000.00
ABUTMENT NO.2 EXCAVATION | | |
0124 6001.50 5.000 LS | 11000.00000 11000.00| 10940.52000 10940.52| 12000.00000 12000.00
BENT NO.1 EXCAVATION | | |
0125 6001.51 5.000 LS | 14000.00000 14000.00| 10968.06000 10968.06| 12000.00000 12000.00
BENT NO.2 EXCAVATION | | |
0126 6005.60 114.000 EACH| 47.00000 5358.00| 45.79000 5220.06| 70.00000 7980.00
ELASTOMERIC BEARING | | |
0127 6010.22 111.200 m3 | 320.00000 35584.00| 306.98000 34136.18| 340.00000 37808.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0128 6010.26 71.600 m3 | 500.00000 35800.00| 487.66000 34916.46| 300.00000 21480.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0129 6011.11 54.300 LS | 66000.00000 66000.00| 64770.30000 64770.30| 70000.00000 70000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 28+85.16 | | |
0130 6040.00 1.000 EACH| 67000.00000 67000.00| 68201.70000 68201.70| 40000.00000 40000.00
REMOVE STRUCTURE AT STA. 28+87.1 | | |
0131 6080.00 150.000 kg | 6.00000 900.00| 5.70000 855.00| 5.00000 750.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0132 6104.00 25.000 Mg | 11.00000 275.00| 10.55000 263.75| 20.00000 500.00
BROKEN CONCRETE RIPRAP | | |
0133 6131.50 16745.000 kg | 1.50000 25117.50| 1.37000 22940.65| 1.20000 20094.00
EPOXY COATED REINFORCING STEEL | | |
0134 6139.50 25.000 m2 | 77.00000 1925.00| 74.55000 1863.75| 40.00000 1000.00
SUBSURFACE DRAINAGE MATTING | | |
0135 6210.50 549.000 m | 70.00000 38430.00| 68.03000 37348.47| 70.00000 38430.00
PIPE PILING | | |
0136 6310.00 213.000 m2 | 125.00000 26625.00| 121.17000 25809.21| 140.00000 29820.00
STEEL SHEET PILING | | |
0137 8091.00 125.000 m3 | 22.00000 2750.00| 21.12000 2640.00| 30.00000 3750.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 448,751.00| $ 433,708.13| $ 391,211.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 7 GUARDRAIL
| | |
0138 0030.70 LUMP| 2300.00000 2300.00| 2295.00000 2295.00| 2250.00000 2250.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -23
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0139 7011.20 95.250 m | 35.40000 3371.85| 36.11000 3439.48| 36.00000 3429.00
W-BEAM GUARDRAIL | | |
0140 7015.00 2850.000 m | 17.70000 50445.00| 18.50000 52725.00| 18.00000 51300.00
CABLE GUARDRAIL | | |
0141 7020.00 8.000 EACH| 1950.00000 15600.00| 1963.50000 15708.00| 1950.00000 15600.00
BRIDGE APPROACH SECTIONS | | |
0142 7023.00 30.000 EACH| 1150.00000 34500.00| 1132.20000 33966.00| 1120.00000 33600.00
TERMINAL ANCHORAGE SECTIONS | | |
0143 7024.27 8.000 EACH| 1400.00000 11200.00| 1425.96000 11407.68| 1400.00000 11200.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 117,416.85| $ 119,541.16| $ 117,379.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 8B ELECTRICAL
| | |
0144 0030.81 LUMP| 500.00000 500.00| 1020.00000 1020.00| 500.00000 500.00
MOBILIZATION | | |
0145 A001.12 2.000 EACH| 250.00000 500.00| 255.00000 510.00| 250.00000 500.00
PULL BOX, TYPE PB-5 | | |
0146 A001.16 1.000 EACH| 300.00000 300.00| 306.00000 306.00| 300.00000 300.00
PULL BOX, TYPE PB-6 | | |
0147 A009.11 1.000 EACH| 1350.00000 1350.00| 1377.00000 1377.00| 1350.00000 1350.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-3. | | |
7-0.25 | | |
0148 A009.14 4.000 EACH| 1450.00000 5800.00| 1479.00000 5916.00| 1450.00000 5800.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | |
7-0.25 | | |
0149 A020.30 1.000 EACH| 1200.00000 1200.00| 1224.00000 1224.00| 1200.00000 1200.00
LIGHTING CONTROL CENTER, TYPE R | | |
0150 A070.10 212.000 m | 6.00000 1272.00| 6.12000 1297.44| 6.00000 1272.00
38 mm CONDUIT IN TRENCH | | |
0151 A072.10 35.000 m | 6.00000 210.00| 6.12000 214.20| 6.00000 210.00
38 mm CONDUIT UNDER ROADWAY | | |
0152 A074.12 14.000 m | 45.00000 630.00| 45.90000 642.60| 45.00000 630.00
38 mm CONDUIT, JACKED | | |
0153 A080.22 261.000 m | 2.00000 522.00| 2.04000 532.44| 2.00000 522.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0154 A080.24 522.000 m | 3.00000 1566.00| 3.06000 1597.32| 3.00000 1566.00
STREET LIGHTING CABLE, NO. 6 USE | | |
SECTION TOTALS | $ 13,850.00| $ 14,637.00| $ 13,850.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -24
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0155 0002.55 333.060 StaM| 22.50000 7493.85| 22.95000 7643.73| 23.00000 7660.38
OVERLAY BROKEN LINES | | |
0156 0002.60 666.120 StaM| 22.50000 14987.70| 22.95000 15287.45| 23.00000 15320.76
OVERLAY SOLID LINES | | |
0157 0030.90 LUMP| 75000.00000 75000.00| 49000.00000 49000.00| 60000.00000 60000.00
MOBILIZATION | | |
0158 2001.00 130.000 m3 | 17.50000 2275.00| 34.00000 4420.00| 34.00000 4420.00
GRAVEL SURFACE COURSE | | |
0159 2020.00 640.000 m2 | 5.00000 3200.00| 6.00000 3840.00| 6.00000 3840.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0160 2021.00 14.000 EACH| 50.00000 700.00| 50.00000 700.00| 50.00000 700.00
MAILBOX POST | | |
0161 3008.05 171.000 EACH| 8.00000 1368.00| 7.76000 1326.96| 8.00000 1368.00
TIE BARS | | |
0162 3031.08 244.000 m2 | 55.00000 13420.00| 54.37000 13266.28| 55.00000 13420.00
205 mm CONCRETE BASE COURSE | | |
0163 7503.04 340.000 m | 9.00000 3060.00| 9.00000 3060.00| 9.00000 3060.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0164 7509.04 50.000 m | 25.00000 1250.00| 25.00000 1250.00| 25.00000 1250.00
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0165 9000.75 500.000 Mg | 20.00000 10000.00| 20.00000 10000.00| 20.00000 10000.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(12.5) | | |
0166 9005.00 575.000 Mg | 27.50000 15812.50| 50.00000 28750.00| 50.00000 28750.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0167 9005.45 44720.000 Mg | 23.00000 1028560.00| 26.24000 1173452.80| 26.30000 1176136.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0168 9009.00 5041.000 m2 | 2.50000 12602.50| 2.17000 10938.97| 2.20000 11090.20
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0169 9009.75 9350.000 m2 | 36.50000 341275.00| 24.00000 224400.00| 24.00000 224400.00
TEMPORARY SURFACING 200 mm | | |
0170 9020.91 27.000 Mg | 235.00000 6345.00| 230.00000 6210.00| 230.00000 6210.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -25
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0171 9021.01 2445.930 Mg | 235.00000 574793.55| 230.00000 562563.90| 230.00000 562563.90
PERFORMANCE GRADED BINDER (64-22) | | |
0172 9034.00 1907.000 m2 | 2.00000 3814.00| 1.50000 2860.50| 1.50000 2860.50
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0173 9053.00 22380.000 L | 0.25000 5595.00| 0.25000 5595.00| 0.25000 5595.00
TACK COAT | | |
0174 9111.00 1010.000 kL | 1.00000 1010.00| 0.87000 878.70| 0.90000 909.00
WATER | | |
0175 9170.00 221.737 StaM| 217.00000 48116.93| 216.66000 48041.54| 220.00000 48782.14
EARTH SHOULDER CONSTRUCTION | | |
0176 9173.20 24596.000 m2 | 1.50000 36894.00| 1.08000 26563.68| 1.10000 27055.60
SUBGRADE PREPARATION | | |
0177 9179.23 102.376 StaM| 275.00000 28153.40| 300.00000 30712.80| 286.00000 29279.54
COLD MILLING, CLASS 3 | | |
0178 9179.34 5747.000 m2 | 3.50000 20114.50| 3.60000 20689.20| 3.30000 18965.10
COLD MILLING, CLASS 4 | | |
0179 9179.80 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
MILLING CONCRETE FOR INLAYS | | |
0180 9188.50 9138.000 m2 | 16.75000 153061.50| 18.12000 165580.56| 18.20000 166311.60
SURFACING UNDER GUARDRAIL | | |
0181 9300.52 11.300 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
0182 L001.01 6.000 ha | 1300.00000 7800.00| 1017.00000 6102.00| 1300.00000 7800.00
SEEDING, TYPE A | | |
0183 L001.02 8.000 ha | 1120.00000 8960.00| 855.00000 6840.00| 1250.00000 10000.00
SEEDING, TYPE B | | |
0184 L032.75 70.000 Mg | 65.00000 4550.00| 60.00000 4200.00| 65.00000 4550.00
MULCH | | |
SECTION TOTALS | $ 2,434,212.43| $ 2,438,174.07| $ 2,456,297.72
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0185 0001.08 18192.000 BDAY| 0.50000 9096.00| 0.50000 9096.00| 0.50000 9096.00
BARRICADE, TYPE II | | |
0186 0001.10 5886.000 BDAY| 2.00000 11772.00| 2.00000 11772.00| 0.90000 5297.40
BARRICADE, TYPE III | | |
0187 0001.75 980.000 EACH| 3.00000 2940.00| 3.00000 2940.00| 3.00000 2940.00
TEMPORARY SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F08 -26
TABULATION OF BIDS
CALL ORDER : F08 CONTRACT ID : 3901 COUNTIES : WAYNE
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 4 ) 0477 |( 5 ) 0086 |( 6 ) 0880
|WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0188 0001.90 30384.000 EACH| 0.25000 7596.00| 0.25000 7596.00| 0.65000 19749.60
SIGN DAY | | |
0189 0001.98 2148.000 EACH| 1.00000 2148.00| 1.00000 2148.00| 0.75000 1611.00
CONTRACTOR FURNISHED SIGN | | |
0190 0002.30 2280.000 m | 1.00000 2280.00| 1.00000 2280.00| 1.35000 3078.00
PAVEMENT MARKING REMOVAL | | |
0191 0002.39 12100.000 m | 2.25000 27225.00| 2.25000 27225.00| 2.60000 31460.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0192 0002.47 4000.000 m | 0.75000 3000.00| 0.75000 3000.00| 2.00000 8000.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0193 0002.61 34.000 EACH| 35.00000 1190.00| 35.00000 1190.00| 38.00000 1292.00
PLOWABLE PAVEMENT MARKER | | |
0194 0003.10 250.000 DAY | 200.00000 50000.00| 215.00000 53750.00| 215.00000 53750.00
FLAGGING | | |
0195 0003.20 35.000 DAY | 325.00000 11375.00| 325.00000 11375.00| 325.00000 11375.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0196 0003.50 152.000 m | 130.00000 19760.00| 180.00000 27360.00| 120.00000 18240.00
CONCRETE PROTECTION BARRIER | | |
0197 0010.04 1.000 EACH| 7000.00000 7000.00| 3000.00000 3000.00| 6000.00000 6000.00
FIELD OFFICE | | |
0198 0030.00 LUMP| 500.00000 500.00| 50000.00000 50000.00| 30000.00000 30000.00
MOBILIZATION | | |
0199 9110.01 160.000 HOUR| 65.00000 10400.00| 45.00000 7200.00| 45.00000 7200.00
RENTAL OF LOADER, FULLY OPERATED | | |
0200 9110.02 40.000 HOUR| 65.00000 2600.00| 95.00000 3800.00| 95.00000 3800.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0201 9110.03 160.000 HOUR| 45.00000 7200.00| 45.00000 7200.00| 45.00000 7200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0202 9110.06 120.000 HOUR| 60.00000 7200.00| 45.00000 5400.00| 45.00000 5400.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0203 9110.07 160.000 HOUR| 35.00000 5600.00| 40.00000 6400.00| 40.00000 6400.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 188,882.00| $ 242,732.00| $ 231,889.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,724,203.13| $ 4,742,552.13| $ 4,896,578.62
====================================================================================================================================