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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 : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 DISTRICT : 1
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-103-1(105)
N-103, WILBER - CRETE.
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VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 4,440,125.56 100.0000%
2 1661 U.S. ASPHALT CO. $ 4,462,369.89 100.5010%
3 0083 WERNER CONSTRUCTION, INC. $ 4,549,980.41 102.4741%
4 0574 CONSTRUCTORS, INC. $ 4,639,156.62 104.4826%
5 0477 WESTERN ENGINEERING COMPANY, INC. $ 5,094,699.77 114.7422%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -3
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 33.000 ha | 87.40000 2884.20| 90.32000 2980.56| 88.00000 2904.00
COVER CROP SEEDING | | |
0002 L020.00 3733.000 m2 | 1.95000 7279.35| 1.71000 6383.43| 1.95000 7279.35
EROSION CONTROL | | |
0003 L020.09 352.500 m2 | 14.50000 5111.25| 12.40000 4371.00| 14.50000 5111.25
EROSION CONTROL, TYPE AAA | | |
0004 L021.06 48.000 BALE| 22.00000 1056.00| 16.53000 793.44| 22.00000 1056.00
EROSION CHECKS, TYPE HV | | |
0005 L022.11 375.000 m | 7.00000 2625.00| 6.72000 2520.00| 7.00000 2625.00
FABRIC SILT FENCE-LOW POROSITY | | |
0006 L022.12 9.000 m | 23.30000 209.70| 6.72000 60.48| 23.30000 209.70
FABRIC SILT FENCE-HIGH POROSITY | | |
0007 L022.75 160.000 m | 18.80000 3008.00| 26.87000 4299.20| 18.80000 3008.00
TEMPORARY SILT CHECK | | |
0008 0030.10 LUMP| 40000.00000 40000.00| 33007.63000 33007.63| 32200.00000 32200.00
MOBILIZATION | | |
0009 1000.00 18.000 EACH| 181.81000 3272.58| 187.88000 3381.84| 181.81000 3272.58
LARGE TREE REMOVAL | | |
0010 1009.00 LUMP| 11761.63000 11761.63| 12154.50000 12154.50| 11761.63000 11761.63
GENERAL CLEARING AND GRUBBING | | |
0011 1010.00 58218.000 m3 | 1.86000 108285.48| 1.92000 111778.56| 1.86000 108285.48
EXCAVATION | | |
0012 1010.10 60368.000 m3 | 3.38000 204043.84| 3.49000 210684.32| 3.38000 204043.84
EXCAVATION, BORROW | | |
0013 1011.00 5929.000 kL | 1.04000 6166.16| 1.07000 6344.03| 1.04000 6166.16
WATER | | |
0014 1012.00 186.000 EACH| 59.16000 11003.76| 61.14000 11372.04| 59.16000 11003.76
RIGHT-OF-WAY MARKERS | | |
0015 1041.00 6900.000 m2 | 0.80000 5520.00| 0.83000 5727.00| 0.80000 5520.00
SALVAGING AND PLACING TOPSOIL | | |
0016 1090.00 1.000 EACH| 1200.00000 1200.00| 1240.08000 1240.08| 1200.00000 1200.00
ABANDON WELLS | | |
0017 1101.00 7638.000 m2 | 2.50000 19095.00| 5.28000 40328.64| 5.11000 39030.18
REMOVE PAVEMENT | | |
0018 1101.25 316.000 m | 8.20000 2591.20| 8.20000 2591.20| 8.20000 2591.20
SAWING PAVEMENT | | |
0019 1102.00 1069.000 m2 | 5.11000 5462.59| 5.28000 5644.32| 5.11000 5462.59
REMOVE ASPHALT SURFACE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -4
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1701.24 349.500 m | 50.50000 17649.75| 52.19000 18240.41| 50.50000 17649.75
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0021 1701.36 75.000 m | 86.13000 6459.75| 89.01000 6675.75| 86.13000 6459.75
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0022 4040.00 2.000 EACH| 176.78000 353.56| 182.68000 365.36| 176.78000 353.56
REMOVE HEADWALLS FROM CULVERTS | | |
0023 6040.00 1.000 EACH| 1111.82000 1111.82| 1148.96000 1148.96| 1111.82000 1111.82
REMOVE STRUCTURE AT STA. 133+25.30 LT. | | |
0024 7017.00 252.500 m | 4.96000 1252.40| 5.13000 1295.33| 4.96000 1252.40
REMOVE GUARDRAIL | | |
0025 9110.01 5.000 HOUR| 87.47000 437.35| 90.39000 451.95| 90.00000 450.00
RENTAL OF LOADER, FULLY OPERATED | | |
0026 9110.03 5.000 HOUR| 45.62000 228.10| 47.14000 235.70| 55.00000 275.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0027 9110.06 5.000 HOUR| 132.57000 662.85| 137.00000 685.00| 135.00000 675.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0028 9110.07 5.000 HOUR| 68.80000 344.00| 71.10000 355.50| 70.00000 350.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0029 9110.09 10.000 HOUR| 125.18000 1251.80| 129.36000 1293.60| 125.00000 1250.00
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 470,327.12| $ 496,409.83| $ 482,558.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0030 P120.24 9.100 m | 104.00000 946.40| 107.47000 977.98| 104.00000 946.40
600 mm CULVERT PIPE, TYPE 2 | | |
0031 P120.30 26.000 m | 146.50000 3809.00| 151.39000 3936.14| 146.50000 3809.00
750 mm CULVERT PIPE, TYPE 2 | | |
0032 P120.36 38.300 m | 193.00000 7391.90| 199.45000 7638.94| 193.00000 7391.90
900 mm CULVERT PIPE, TYPE 2 | | |
0033 P120.42 6.500 m | 239.50000 1556.75| 247.50000 1608.75| 239.50000 1556.75
1050 mm CULVERT PIPE TYPE 2 | | |
0034 P120.48 28.000 m | 299.00000 8372.00| 308.99000 8651.72| 299.00000 8372.00
1200 mm CULVERT PIPE, TYPE 2 | | |
0035 P300.48 11.900 m | 169.50000 2017.05| 175.16000 2084.40| 169.50000 2017.05
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -5
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 P375.54 47.100 m | 241.00000 11351.10| 249.05000 11730.26| 241.00000 11351.10
1350 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0037 P400.36 20.000 m | 193.00000 3860.00| 199.45000 3989.00| 193.00000 3860.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0038 P402.24 45.300 m | 76.00000 3442.80| 78.54000 3557.86| 76.00000 3442.80
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0039 0030.40 LUMP| 20000.00000 20000.00| 12400.83000 12400.83| 12000.00000 12000.00
MOBILIZATION | | |
0040 1043.50 350.000 m2 | 1.90000 665.00| 1.96000 686.00| 1.90000 665.00
RIPRAP FILTER FABRIC | | |
0041 1118.25 1.000 EACH| 300.00000 300.00| 310.02000 310.02| 300.00000 300.00
REMOVE SPLASH BASIN | | |
0042 1119.00 2.000 EACH| 170.00000 340.00| 175.68000 351.36| 170.00000 340.00
REMOVE INLET | | |
0043 4040.00 28.000 EACH| 120.00000 3360.00| 124.01000 3472.28| 120.00000 3360.00
REMOVE HEADWALLS FROM CULVERTS | | |
0044 4044.00 1.000 EACH| 1800.00000 1800.00| 1860.12000 1860.12| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. 11+95. | | |
43 | | |
0045 4044.01 1.000 EACH| 600.00000 600.00| 620.04000 620.04| 600.00000 600.00
PREPARATION OF STRUCTURE AT STA. 18+90. | | |
37 | | |
0046 4044.02 1.000 EACH| 600.00000 600.00| 620.04000 620.04| 600.00000 600.00
PREPARATION OF STRUCTURE AT STA. 23+91. | | |
01 | | |
0047 4044.03 1.000 EACH| 1000.00000 1000.00| 1033.40000 1033.40| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. 30+67. | | |
21 | | |
0048 4044.04 1.000 EACH| 500.00000 500.00| 516.70000 516.70| 500.00000 500.00
PREPARATION OF STRUCTURE AT STA. 43+22. | | |
07 | | |
0049 4044.05 1.000 EACH| 500.00000 500.00| 516.70000 516.70| 500.00000 500.00
PREPARATION OF STRUCTURE AT STA. 43+58. | | |
63 | | |
0050 4044.06 1.000 EACH| 1800.00000 1800.00| 1860.12000 1860.12| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. 47+46. | | |
04 | | |
0051 4044.07 1.000 EACH| 1600.00000 1600.00| 1653.44000 1653.44| 1600.00000 1600.00
PREPARATION OF STRUCTURE AT STA. 125+19 | | |
66 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -6
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.08 1.000 EACH| 1800.00000 1800.00| 1860.12000 1860.12| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. 130+46 | | |
08 | | |
0053 4044.09 1.000 EACH| 1800.00000 1800.00| 1860.12000 1860.12| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. | | |
10148+61 | | |
0054 4050.01 368.000 m3 | 8.00000 2944.00| 8.27000 3043.36| 8.00000 2944.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0055 4051.01 298.000 m3 | 24.00000 7152.00| 24.80000 7390.40| 24.00000 7152.00
EXCAVATION FOR BOX CULVERTS | | |
0056 4100.06 11.980 m3 | 710.00000 8505.80| 733.72000 8789.97| 710.00000 8505.80
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0057 4101.06 387.820 m3 | 369.00000 143105.58| 381.33000 147887.40| 369.00000 143105.58
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0058 4107.07 16.180 m3 | 514.00000 8316.52| 531.17000 8594.33| 514.00000 8316.52
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0059 4150.00 845.000 kg | 1.70000 1436.50| 1.76000 1487.20| 1.70000 1436.50
REINFORCING STEEL FOR HEADWALL | | |
0060 4151.00 23817.000 kg | 1.20000 28580.40| 1.24000 29533.08| 1.20000 28580.40
REINFORCING STEEL FOR BOX CULVERT | | |
0061 4157.00 652.000 kg | 1.70000 1108.40| 1.76000 1147.52| 1.70000 1108.40
REINFORCING STEEL FOR COLLARS | | |
0062 4310.24 2.000 EACH| 402.00000 804.00| 415.43000 830.86| 402.00000 804.00
600 mm FLARED-END SECTION | | |
0063 4310.30 8.000 EACH| 458.00000 3664.00| 473.30000 3786.40| 458.00000 3664.00
750 mm FLARED-END SECTION | | |
0064 4310.36 6.000 EACH| 743.00000 4458.00| 767.82000 4606.92| 743.00000 4458.00
900 mm FLARED-END SECTION | | |
0065 4310.42 2.000 EACH| 939.00000 1878.00| 970.36000 1940.72| 939.00000 1878.00
1050 mm FLARED-END SECTION | | |
0066 4310.48 8.000 EACH| 1038.00000 8304.00| 1072.67000 8581.36| 1038.00000 8304.00
1200 mm FLARED-END SECTION | | |
0067 6104.00 273.000 Mg | 18.00000 4914.00| 18.60000 5077.80| 18.00000 4914.00
BROKEN CONCRETE RIPRAP | | |
SECTION TOTALS | $ 304,583.20| $ 306,493.66| $ 296,583.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 35+27.46 TRIPLE 3.05m X 1.52m X 14.63m CONC BOX CULV W/2.13m WINGWALL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -7
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 0030.40 LUMP| 1500.00000 1500.00| 1446.76000 1446.76| 1400.00000 1400.00
MOBILIZATION | | |
0069 4044.00 1.000 EACH| 5590.00000 5590.00| 5776.72000 5776.72| 5590.00000 5590.00
PREPARATION OF STRUCTURE AT STA. 35+27. | | |
46 | | |
0070 4051.01 9.000 m3 | 50.00000 450.00| 51.67000 465.03| 50.00000 450.00
EXCAVATION FOR BOX CULVERTS | | |
0071 4101.06 84.170 m3 | 340.00000 28617.80| 351.36000 29573.97| 340.00000 28617.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0072 4151.00 5790.000 kg | 1.20000 6948.00| 1.24000 7179.60| 1.20000 6948.00
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 43,105.80| $ 44,442.08| $ 43,005.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 55+27.25 TWIN 3.05m X 2.44m X14.63m CONC BOX CULV W/3.05m WINGWALLS
| | |
0073 0030.40 LUMP| 1500.00000 1500.00| 1446.76000 1446.76| 1400.00000 1400.00
MOBILIZATION | | |
0074 4044.00 1.000 EACH| 1800.00000 1800.00| 1860.12000 1860.12| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. 55+27. | | |
25 | | |
0075 4051.01 30.000 m3 | 30.00000 900.00| 31.00000 930.00| 30.00000 900.00
EXCAVATION FOR BOX CULVERTS | | |
0076 4101.06 87.120 m3 | 340.00000 29620.80| 351.36000 30610.48| 340.00000 29620.80
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0077 4151.00 5272.000 kg | 1.20000 6326.40| 1.24000 6537.28| 1.20000 6326.40
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 40,147.20| $ 41,384.64| $ 40,047.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA. 62+67.92 TWIN 3.05m X 1.52M X 14.63m CONC BOX CULV W/2.13m WINGWALLS
| | |
0078 0030.40 LUMP| 1500.00000 1500.00| 1446.76000 1446.76| 1700.00000 1700.00
MOBILIZATION | | |
0079 4044.00 1.000 EACH| 3990.00000 3990.00| 4123.28000 4123.28| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. 62+67. | | |
92 | | |
0080 4051.01 37.000 m3 | 30.00000 1110.00| 31.00000 1147.00| 23.75000 878.75
EXCAVATION FOR BOX CULVERTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -8
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0081 4101.06 66.700 m3 | 340.00000 22678.00| 351.36000 23435.71| 425.00000 28347.50
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0082 4151.00 4181.000 kg | 1.40000 5853.40| 1.45000 6062.45| 1.47000 6146.07
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 35,131.40| $ 36,215.20| $ 38,572.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 4D CONCRETE BOX CULVERT AT STA. 81+54.33 TRIPLE 3.05m X 1.52m X 15.24m CONC BOX CULV W/1.98m WINGWALL
| | |
0083 0030.40 LUMP| 1500.00000 1500.00| 1446.76000 1446.76| 1400.00000 1400.00
MOBILIZATION | | |
0084 4044.00 1.000 EACH| 1800.00000 1800.00| 1860.12000 1860.12| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. 81+54. | | |
33 | | |
0085 4051.01 86.000 m3 | 20.00000 1720.00| 20.67000 1777.62| 20.00000 1720.00
EXCAVATION FOR BOX CULVERTS | | |
0086 4101.06 93.040 m3 | 340.00000 31633.60| 351.36000 32690.53| 340.00000 31633.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0087 4151.00 6167.000 kg | 1.20000 7400.40| 1.24000 7647.08| 1.20000 7400.40
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 44,054.00| $ 45,422.11| $ 43,954.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 4E CONCRETE BOX CULVERT AT STA. 119+23.50 TWIN 3.05m X 1.52m X 14.02m CONC BOX CULV W/1.98m WINGWALLS
| | |
0088 0030.40 LUMP| 1500.00000 1500.00| 1446.76000 1446.76| 1400.00000 1400.00
MOBILIZATION | | |
0089 4044.00 1.000 EACH| 1800.00000 1800.00| 1860.12000 1860.12| 1800.00000 1800.00
PREPARATION OF STRUCTURE AT STA. 119+23 | | |
50 | | |
0090 4051.01 66.000 m3 | 20.00000 1320.00| 20.67000 1364.22| 20.00000 1320.00
EXCAVATION FOR BOX CULVERTS | | |
0091 4101.06 63.080 m3 | 340.00000 21447.20| 351.36000 22163.79| 340.00000 21447.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0092 4151.00 4170.000 kg | 1.20000 5004.00| 1.24000 5170.80| 1.20000 5004.00
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 31,071.20| $ 32,005.69| $ 30,971.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 4F CONCRETE BOX CULVERT AT STA. 133+11.86 TWIN 3.66m X 1.52m X 14.02m CONC BOX CULV W/2.13m WINGWALLS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -9
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0093 0030.40 LUMP| 1500.00000 1500.00| 1446.76000 1446.76| 1400.00000 1400.00
MOBILIZATION | | |
0094 4044.00 1.000 EACH| 2190.00000 2190.00| 2263.15000 2263.15| 2190.00000 2190.00
PREPARATION OF STRUCTURE AT STA. 133+11 | | |
86 | | |
0095 4051.01 31.000 m3 | 30.00000 930.00| 31.00000 961.00| 30.00000 930.00
EXCAVATION FOR BOX CULVERTS | | |
0096 4101.06 97.340 m3 | 340.00000 33095.60| 351.36000 34201.38| 340.00000 33095.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0097 4151.00 6337.000 kg | 1.20000 7604.40| 1.24000 7857.88| 1.20000 7604.40
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 45,320.00| $ 46,730.17| $ 45,220.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 5 SEEDING
| | |
0098 L001.01 22.000 ha | 1198.00000 26356.00| 1131.58000 24894.76| 1095.00000 24090.00
SEEDING, TYPE A | | |
0099 L001.02 11.000 ha | 913.00000 10043.00| 846.36000 9309.96| 819.00000 9009.00
SEEDING, TYPE B | | |
0100 L020.07 1900.000 m2 | 3.64000 6916.00| 1.65000 3135.00| 1.60000 3040.00
EROSION CONTROL, TYPE B-1 | | |
0101 L032.75 150.000 Mg | 65.00000 9750.00| 77.51000 11626.50| 75.00000 11250.00
MULCH | | |
0102 0030.50 LUMP| 2500.00000 2500.00| 775.05000 775.05| 1750.00000 1750.00
MOBILIZATION | | |
SECTION TOTALS | $ 55,565.00| $ 49,741.27| $ 49,139.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6 BRIDGE AT STA. 100+52.32 32.918M 3-SPAN CONCRETE SLAB BRIDGE (WIDEN & OVERLAY)
| | |
0103 0030.60 LUMP| 12500.00000 12500.00| 12917.53000 12917.53| 35000.00000 35000.00
MOBILIZATION | | |
0104 1010.01 304.300 m3 | 48.00000 14606.40| 49.60000 15093.28| 12.00000 3651.60
EXCAVATION (ESTABLISHED QUANTITY) | | |
0105 1043.50 327.000 m2 | 2.50000 817.50| 2.58000 843.66| 2.00000 654.00
RIPRAP FILTER FABRIC | | |
0106 3050.15 140.800 m3 | 380.00000 53504.00| 335.86000 47289.09| 200.00000 28160.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -10
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0107 3051.10 9465.000 kg | 1.42000 13440.30| 1.64000 15522.60| 1.20000 11358.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0108 6000.10 41.000 LS | 1500.00000 1500.00| 1550.10000 1550.10| 8000.00000 8000.00
ABUTMENT NO.1 EXCAVATION | | |
0109 6000.11 41.000 LS | 1500.00000 1500.00| 1550.10000 1550.10| 8000.00000 8000.00
ABUTMENT NO.2 EXCAVATION | | |
0110 6005.35 28.800 m | 180.00000 5184.00| 186.01000 5357.09| 200.00000 5760.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0111 6007.02 53.200 m2 | 168.00000 8937.60| 173.61000 9236.05| 140.00000 7448.00
CLASS II REPAIR | | |
0112 6007.03 4.000 m2 | 240.00000 960.00| 248.02000 992.08| 200.00000 800.00
CLASS III REPAIR | | |
0113 6008.40 446.200 m2 | 42.00000 18740.40| 43.40000 19365.08| 40.00000 17848.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0114 6010.22 42.500 m3 | 490.00000 20825.00| 506.37000 21520.73| 420.00000 17850.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0115 6010.26 107.100 m3 | 425.00000 45517.50| 439.20000 47038.32| 350.00000 37485.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0116 6016.02 22.300 m3 | 550.00000 12265.00| 568.37000 12674.65| 360.00000 8028.00
CONCRETE FOR OVERLAYS-SF | | |
0117 6030.00 1.000 EACH| 22000.00000 22000.00| 22734.85000 22734.85| 54000.00000 54000.00
PREPARATION OF BRIDGE AT STA. 100+52.32 | | |
0118 6080.00 890.000 kg | 6.00000 5340.00| 6.20000 5518.00| 8.00000 7120.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0119 6104.00 64.000 Mg | 20.00000 1280.00| 20.67000 1322.88| 16.00000 1024.00
BROKEN CONCRETE RIPRAP | | |
0120 6105.02 120.000 Mg | 39.00000 4680.00| 40.30000 4836.00| 32.00000 3840.00
ROCK RIPRAP, TYPE B | | |
0121 6131.50 20015.000 kg | 1.42000 28421.30| 1.47000 29422.05| 1.40000 28021.00
EPOXY COATED REINFORCING STEEL | | |
0122 6200.00 347.600 m | 93.00000 32326.80| 96.11000 33407.84| 100.00000 34760.00
CONCRETE PILING | | |
0123 6310.00 209.400 m2 | 143.00000 29944.20| 147.78000 30945.13| 140.00000 29316.00
STEEL SHEET PILING | | |
0124 6510.60 42.000 LS | 6800.00000 6800.00| 7027.14000 7027.14| 7000.00000 7000.00
BRIDGE SHORING | | |
0125 8091.00 20.800 m3 | 35.00000 728.00| 36.17000 752.34| 30.00000 624.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 341,818.00| $ 346,916.59| $ 355,747.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 6A BRIDGE AT STA. 10153+48.23 24.384M 3-SPAN CONCRETE SLAB BRIDGE (WIDEN & OVERLAY)
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -11
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0126 0030.60 LUMP| 14500.00000 14500.00| 14984.33000 14984.33| 32000.00000 32000.00
MOBILIZATION | | |
0127 1010.01 112.400 m3 | 56.00000 6294.40| 57.87000 6504.59| 12.00000 1348.80
EXCAVATION (ESTABLISHED QUANTITY) | | |
0128 1043.50 335.000 m2 | 2.50000 837.50| 2.58000 864.30| 2.00000 670.00
RIPRAP FILTER FABRIC | | |
0129 3050.15 141.100 m3 | 380.00000 53618.00| 335.86000 47389.85| 200.00000 28220.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0130 3051.10 9560.000 kg | 1.42000 13575.20| 1.64000 15678.40| 1.20000 11472.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0131 6000.10 20.000 LS | 1500.00000 1500.00| 1550.10000 1550.10| 8000.00000 8000.00
ABUTMENT NO.1 EXCAVATION | | |
0132 6000.11 20.000 LS | 1500.00000 1500.00| 1550.10000 1550.10| 8000.00000 8000.00
ABUTMENT NO.2 EXCAVATION | | |
0133 6005.35 30.700 m | 180.00000 5526.00| 186.01000 5710.51| 200.00000 6140.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0134 6007.02 39.800 m2 | 168.00000 6686.40| 173.61000 6909.68| 140.00000 5572.00
CLASS II REPAIR | | |
0135 6007.03 4.000 m2 | 240.00000 960.00| 248.02000 992.08| 200.00000 800.00
CLASS III REPAIR | | |
0136 6008.40 333.300 m2 | 42.00000 13998.60| 43.40000 14465.22| 40.00000 13332.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0137 6010.22 43.900 m3 | 620.00000 27218.00| 640.71000 28127.17| 420.00000 18438.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0138 6010.26 67.000 m3 | 510.00000 34170.00| 527.04000 35311.68| 380.00000 25460.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0139 6016.02 16.700 m3 | 610.00000 10187.00| 630.38000 10527.35| 360.00000 6012.00
CONCRETE FOR OVERLAYS-SF | | |
0140 6030.00 1.000 EACH| 18000.00000 18000.00| 18601.24000 18601.24| 48000.00000 48000.00
PREPARATION OF BRIDGE AT STA. 10153+48. | | |
23 | | |
0141 6080.00 940.000 kg | 5.80000 5452.00| 5.99000 5630.60| 8.00000 7520.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0142 6104.00 53.000 Mg | 20.00000 1060.00| 20.67000 1095.51| 16.00000 848.00
BROKEN CONCRETE RIPRAP | | |
0143 6105.02 157.000 Mg | 39.00000 6123.00| 40.30000 6327.10| 32.00000 5024.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -12
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0144 6131.50 14180.000 kg | 1.42000 20135.60| 1.47000 20844.60| 1.40000 19852.00
EPOXY COATED REINFORCING STEEL | | |
0145 6200.00 407.600 m | 93.00000 37906.80| 96.11000 39174.44| 100.00000 40760.00
CONCRETE PILING | | |
0146 6310.00 192.100 m2 | 143.00000 27470.30| 147.78000 28388.54| 140.00000 26894.00
STEEL SHEET PILING | | |
0147 6510.60 10.000 LS | 6500.00000 6500.00| 6717.11000 6717.11| 7000.00000 7000.00
BRIDGE SHORING | | |
0148 8091.00 20.100 m3 | 35.00000 703.50| 36.17000 727.02| 32.00000 643.20
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 313,922.30| $ 318,071.52| $ 322,006.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 7 GUARDRAIL
| | |
0149 0030.70 LUMP| 1000.00000 1000.00| 413.36000 413.36| 400.00000 400.00
MOBILIZATION | | |
0150 7011.20 114.320 m | 43.11000 4928.34| 44.55000 5092.96| 43.11000 4928.34
W-BEAM GUARDRAIL | | |
0151 7020.00 8.000 EACH| 2606.00000 20848.00| 2693.05000 21544.40| 2606.00000 20848.00
BRIDGE APPROACH SECTIONS | | |
0152 7024.27 8.000 EACH| 1541.00000 12328.00| 1592.47000 12739.76| 1541.00000 12328.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 39,104.34| $ 39,790.48| $ 38,504.34
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 8B ELECTRICAL
| | |
0153 A070.10 130.000 m | 9.80000 1274.00| 10.13000 1316.90| 9.80000 1274.00
38 mm CONDUIT IN TRENCH | | |
0154 A072.10 63.000 m | 11.60000 730.80| 11.99000 755.37| 11.60000 730.80
38 mm CONDUIT UNDER ROADWAY | | |
0155 A080.22 193.000 m | 2.60000 501.80| 2.69000 519.17| 2.60000 501.80
STREET LIGHTING CABLE, NO. 6 BARE | | |
0156 A080.24 386.000 m | 2.75000 1061.50| 2.84000 1096.24| 2.75000 1061.50
STREET LIGHTING CABLE, NO. 6 USE | | |
0157 A700.20 4.000 EACH| 795.00000 3180.00| 821.55000 3286.20| 795.00000 3180.00
RELOCATE STREET LIGHTING UNIT | | |
0158 A706.00 1.000 EACH| 245.00000 245.00| 253.18000 253.18| 245.00000 245.00
RELOCATE PULL BOX | | |
0159 0030.81 LUMP| 500.00000 500.00| 1284.04000 1284.04| 375.00000 375.00
MOBILIZATION | | |
SECTION TOTALS | $ 7,493.10| $ 8,511.10| $ 7,368.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -13
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0160 0002.55 299.640 StaM| 25.00000 7491.00| 23.25000 6966.63| 23.00000 6891.72
OVERLAY BROKEN LINES | | |
0161 0002.60 599.280 StaM| 25.00000 14982.00| 23.25000 13933.26| 26.00000 15581.28
OVERLAY SOLID LINES | | |
0162 0030.30 LUMP| 75000.00000 75000.00| 77384.25000 77384.25| 49100.00000 49100.00
MOBILIZATION | | |
0163 1020.03 40.000 EACH| 14.60000 584.00| 14.47000 578.80| 15.00000 600.00
DELINEATOR, TYPE III | | |
0164 1020.20 16.000 EACH| 20.50000 328.00| 25.84000 413.44| 21.00000 336.00
INSTALL CHEVRONS | | |
0165 1102.05 2972.000 m2 | 3.16000 9391.52| 2.47000 7340.84| 4.00000 11888.00
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0166 2001.03 198.000 Mg | 15.19000 3007.62| 15.70000 3108.60| 18.00000 3564.00
GRAVEL SURFACE COURSE | | |
0167 2010.03 53.000 Mg | 18.67000 989.51| 19.40000 1028.20| 30.00000 1590.00
CRUSHED ROCK SURFACE COURSE | | |
0168 2021.00 6.000 EACH| 50.00000 300.00| 51.67000 310.02| 50.00000 300.00
MAILBOX POST | | |
0169 3008.05 823.000 EACH| 4.60000 3785.80| 4.75000 3909.25| 6.00000 4938.00
TIE BARS | | |
0170 3031.08 4060.000 m2 | 38.02000 154361.20| 39.29000 159517.40| 37.00000 150220.00
205 mm CONCRETE BASE COURSE | | |
0171 3040.11 68.000 m2 | 117.50000 7990.00| 121.42000 8256.56| 117.50000 7990.00
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0172 3040.12 505.400 m2 | 109.63000 55407.00| 113.29000 57256.77| 109.63000 55407.00
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0173 3040.13 752.600 m2 | 100.45000 75598.67| 103.81000 78127.41| 100.45000 75598.67
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0174 3040.18 2.700 m2 | 167.00000 450.90| 172.58000 465.97| 167.00000 450.90
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0175 3041.25 38.000 Mg | 750.00000 28500.00| 313.26000 11903.88| 500.00000 19000.00
BITUMINOUS PATCHING | | |
0176 3221.05 129.800 m2 | 112.00000 14537.60| 115.74000 15023.05| 112.00000 14537.60
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -14
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0177 8029.75 4088.000 m2 | 3.00000 12264.00| 2.66000 10874.08| 9.50000 38836.00
BITUMINOUS FOUNDATION COURSE | | |
0178 8111.00 286.198 StaM| 81.07000 23202.07| 128.91000 36893.78| 290.00000 82997.42
SHOULDER SUBGRADE PREPARATION | | |
0179 9000.75 200.000 Mg | 17.14000 3428.00| 14.28000 2856.00| 15.62000 3124.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0180 9005.23 26650.000 Mg | 17.14000 456781.00| 16.71000 445321.50| 15.62000 416273.00
ASPHALTIC CONCRETE, TYPE SPS | | |
0181 9005.45 36050.000 Mg | 21.91000 789855.50| 21.44000 772912.00| 22.18000 799589.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0182 9009.00 4824.000 m2 | 2.04000 9840.96| 4.39000 21177.36| 3.87000 18668.88
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0183 9009.75 52.000 m2 | 75.00000 3900.00| 49.44000 2570.88| 110.00000 5720.00
TEMPORARY SURFACING | | |
0184 9020.92 10.800 Mg | 190.00000 2052.00| 170.98000 1846.58| 198.00000 2138.40
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0185 9021.03 1449.900 Mg | 190.00000 275481.00| 170.98000 247903.90| 198.00000 287080.20
PERFORMANCE GRADED BINDER (58-28) | | |
0186 9021.08 1946.700 Mg | 225.00000 438007.50| 236.94000 461251.10| 231.00000 449687.70
PERFORMANCE GRADED BINDER (64-28) | | |
0187 9034.00 4824.000 m2 | 0.78000 3762.72| 0.35000 1688.40| 2.50000 12060.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0188 9053.00 123010.000 L | 0.21000 25832.10| 0.21000 25832.10| 0.26000 31982.60
TACK COAT | | |
0189 9111.00 1810.000 kL | 1.50000 2715.00| 2.73000 4941.30| 2.50000 4525.00
WATER | | |
0190 9170.00 12.456 StaM| 210.09000 2616.88| 364.04000 4534.48| 175.00000 2179.80
EARTH SHOULDER CONSTRUCTION | | |
0191 9173.20 4088.000 m2 | 2.00000 8176.00| 1.54000 6295.52| 3.00000 12264.00
SUBGRADE PREPARATION | | |
0192 9179.80 2.000 EACH| 893.00000 1786.00| 1808.45000 3616.90| 1750.00000 3500.00
MILLING CONCRETE FOR INLAYS | | |
0193 9188.50 356.000 m2 | 16.27000 5792.12| 20.15000 7173.40| 25.00000 8900.00
SURFACING UNDER GUARDRAIL | | |
0194 9300.50 16.010 LS | 3000.00000 3000.00| 2790.19000 2790.19| 4500.00000 4500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,521,197.67| $ 2,506,003.80| $ 2,602,019.17
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0015 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -15
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 3606 |( 2 ) 1661 |( 3 ) 0083
|DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0195 0001.08 26600.000 BDAY| 0.50000 13300.00| 0.50000 13300.00| 0.50000 13300.00
BARRICADE, TYPE II | | |
0196 0001.10 6822.000 BDAY| 1.40000 9550.80| 2.07000 14121.54| 2.50000 17055.00
BARRICADE, TYPE III | | |
0197 0001.75 1100.000 EACH| 1.00000 1100.00| 5.12000 5632.00| 5.00000 5500.00
TEMPORARY SIGN DAY | | |
0198 0001.90 29908.000 EACH| 0.30000 8972.40| 0.52000 15552.16| 0.50000 14954.00
SIGN DAY | | |
0199 0002.30 650.000 m | 1.50000 975.00| 2.07000 1345.50| 1.50000 975.00
PAVEMENT MARKING REMOVAL | | |
0200 0002.39 1800.000 m | 2.95000 5310.00| 2.58000 4644.00| 2.95000 5310.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0201 0003.10 110.000 DAY | 176.55000 19420.50| 180.05000 19805.50| 185.00000 20350.00
FLAGGING | | |
0202 0003.20 50.000 DAY | 222.95000 11147.50| 232.43000 11621.50| 285.00000 14250.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0203 0003.50 167.640 m | 167.93000 28151.79| 30.10000 5045.96| 70.00000 11734.80
CONCRETE PROTECTION BARRIER | | |
0204 0003.56 464.820 m | 23.29000 10825.66| 10.86000 5047.95| 24.00000 11155.68
RELOCATE CONCRETE PROTECTION BARRIER | | |
0205 0003.70 8.000 EACH| 400.00000 3200.00| 413.36000 3306.88| 400.00000 3200.00
TEMPORARY RUMBLE STRIP | | |
0206 0003.75 2.000 EACH| 12475.00000 24950.00| 12891.69000 25783.38| 12500.00000 25000.00
TEMPORARY TRAFFIC SIGNAL | | |
0207 0010.04 1.000 EACH| 381.58000 381.58| 2583.51000 2583.51| 1500.00000 1500.00
FIELD OFFICE | | |
0208 0030.00 LUMP| 10000.00000 10000.00| 16441.87000 16441.87| 10000.00000 10000.00
MOBILIZATION | | |
SECTION TOTALS | $ 147,285.23| $ 144,231.75| $ 154,284.48
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,440,125.56| $ 4,462,369.89| $ 4,549,980.41
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -16
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 33.000 ha | 138.00000 4554.00| 125.00000 4125.00|
COVER CROP SEEDING | | |
0002 L020.00 3733.000 m2 | 1.69000 6308.77| 1.50000 5599.50|
EROSION CONTROL | | |
0003 L020.09 352.500 m2 | 12.30000 4335.75| 11.50000 4053.75|
EROSION CONTROL, TYPE AAA | | |
0004 L021.06 48.000 BALE| 16.40000 787.20| 19.00000 912.00|
EROSION CHECKS, TYPE HV | | |
0005 L022.11 375.000 m | 6.65000 2493.75| 8.50000 3187.50|
FABRIC SILT FENCE-LOW POROSITY | | |
0006 L022.12 9.000 m | 6.65000 59.85| 9.50000 85.50|
FABRIC SILT FENCE-HIGH POROSITY | | |
0007 L022.75 160.000 m | 26.60000 4256.00| 19.50000 3120.00|
TEMPORARY SILT CHECK | | |
0008 0030.10 LUMP| 28700.00000 28700.00| 29000.00000 29000.00|
MOBILIZATION | | |
0009 1000.00 18.000 EACH| 255.00000 4590.00| 250.00000 4500.00|
LARGE TREE REMOVAL | | |
0010 1009.00 LUMP| 46200.00000 46200.00| 46000.00000 46000.00|
GENERAL CLEARING AND GRUBBING | | |
0011 1010.00 58218.000 m3 | 2.92000 169996.56| 2.90000 168832.20|
EXCAVATION | | |
0012 1010.10 60368.000 m3 | 3.59000 216721.12| 3.55000 214306.40|
EXCAVATION, BORROW | | |
0013 1011.00 5929.000 kL | 2.55000 15118.95| 2.50000 14822.50|
WATER | | |
0014 1012.00 186.000 EACH| 61.00000 11346.00| 60.00000 11160.00|
RIGHT-OF-WAY MARKERS | | |
0015 1041.00 6900.000 m2 | 0.90000 6210.00| 0.90000 6210.00|
SALVAGING AND PLACING TOPSOIL | | |
0016 1090.00 1.000 EACH| 1025.00000 1025.00| 1000.00000 1000.00|
ABANDON WELLS | | |
0017 1101.00 7638.000 m2 | 3.05000 23295.90| 3.00000 22914.00|
REMOVE PAVEMENT | | |
0018 1101.25 316.000 m | 8.20000 2591.20| 8.20000 2591.20|
SAWING PAVEMENT | | |
0019 1102.00 1069.000 m2 | 2.55000 2725.95| 2.50000 2672.50|
REMOVE ASPHALT SURFACE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -17
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1701.24 349.500 m | 56.35000 19694.33| 56.00000 19572.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0021 1701.36 75.000 m | 97.35000 7301.25| 97.00000 7275.00|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0022 4040.00 2.000 EACH| 255.00000 510.00| 250.00000 500.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0023 6040.00 1.000 EACH| 512.00000 512.00| 500.00000 500.00|
REMOVE STRUCTURE AT STA. 133+25.30 LT. | | |
0024 7017.00 252.500 m | 15.50000 3913.75| 8.00000 2020.00|
REMOVE GUARDRAIL | | |
0025 9110.01 5.000 HOUR| 66.60000 333.00| 65.00000 325.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0026 9110.03 5.000 HOUR| 51.20000 256.00| 50.00000 250.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0027 9110.06 5.000 HOUR| 153.00000 765.00| 150.00000 750.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0028 9110.07 5.000 HOUR| 46.10000 230.50| 45.00000 225.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0029 9110.09 10.000 HOUR| 179.00000 1790.00| 175.00000 1750.00|
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
SECTION TOTALS | $ 586,621.83| $ 578,259.05| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0030 P120.24 9.100 m | 106.50000 969.15| 110.00000 1001.00|
600 mm CULVERT PIPE, TYPE 2 | | |
0031 P120.30 26.000 m | 150.00000 3900.00| 140.00000 3640.00|
750 mm CULVERT PIPE, TYPE 2 | | |
0032 P120.36 38.300 m | 197.75000 7573.83| 180.00000 6894.00|
900 mm CULVERT PIPE, TYPE 2 | | |
0033 P120.42 6.500 m | 245.40000 1595.10| 222.00000 1443.00|
1050 mm CULVERT PIPE TYPE 2 | | |
0034 P120.48 28.000 m | 306.35000 8577.80| 270.00000 7560.00|
1200 mm CULVERT PIPE, TYPE 2 | | |
0035 P300.48 11.900 m | 174.00000 2070.60| 162.00000 1927.80|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -18
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 P375.54 47.100 m | 247.00000 11633.70| 215.00000 10126.50|
1350 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 3,4 OR 5 | | |
0037 P400.36 20.000 m | 197.75000 3955.00| 155.00000 3100.00|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0038 P402.24 45.300 m | 77.90000 3528.87| 90.00000 4077.00|
600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0039 0030.40 LUMP| 12300.00000 12300.00| 4000.00000 4000.00|
MOBILIZATION | | |
0040 1043.50 350.000 m2 | 1.95000 682.50| 3.30000 1155.00|
RIPRAP FILTER FABRIC | | |
0041 1118.25 1.000 EACH| 307.00000 307.00| 220.00000 220.00|
REMOVE SPLASH BASIN | | |
0042 1119.00 2.000 EACH| 175.00000 350.00| 220.00000 440.00|
REMOVE INLET | | |
0043 4040.00 28.000 EACH| 123.00000 3444.00| 240.00000 6720.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0044 4044.00 1.000 EACH| 1845.00000 1845.00| 1500.00000 1500.00|
PREPARATION OF STRUCTURE AT STA. 11+95. | | |
43 | | |
0045 4044.01 1.000 EACH| 615.00000 615.00| 1400.00000 1400.00|
PREPARATION OF STRUCTURE AT STA. 18+90. | | |
37 | | |
0046 4044.02 1.000 EACH| 615.00000 615.00| 1400.00000 1400.00|
PREPARATION OF STRUCTURE AT STA. 23+91. | | |
01 | | |
0047 4044.03 1.000 EACH| 1025.00000 1025.00| 1400.00000 1400.00|
PREPARATION OF STRUCTURE AT STA. 30+67. | | |
21 | | |
0048 4044.04 1.000 EACH| 512.00000 512.00| 1300.00000 1300.00|
PREPARATION OF STRUCTURE AT STA. 43+22. | | |
07 | | |
0049 4044.05 1.000 EACH| 512.00000 512.00| 1300.00000 1300.00|
PREPARATION OF STRUCTURE AT STA. 43+58. | | |
63 | | |
0050 4044.06 1.000 EACH| 1845.00000 1845.00| 1600.00000 1600.00|
PREPARATION OF STRUCTURE AT STA. 47+46. | | |
04 | | |
0051 4044.07 1.000 EACH| 1640.00000 1640.00| 1500.00000 1500.00|
PREPARATION OF STRUCTURE AT STA. 125+19 | | |
66 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -19
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.08 1.000 EACH| 1845.00000 1845.00| 1500.00000 1500.00|
PREPARATION OF STRUCTURE AT STA. 130+46 | | |
08 | | |
0053 4044.09 1.000 EACH| 1845.00000 1845.00| 1600.00000 1600.00|
PREPARATION OF STRUCTURE AT STA. | | |
10148+61 | | |
0054 4050.01 368.000 m3 | 8.20000 3017.60| 28.00000 10304.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0055 4051.01 298.000 m3 | 24.60000 7330.80| 28.00000 8344.00|
EXCAVATION FOR BOX CULVERTS | | |
0056 4100.06 11.980 m3 | 725.00000 8685.50| 730.00000 8745.40|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0057 4101.06 387.820 m3 | 380.00000 147371.60| 430.00000 166762.60|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0058 4107.07 16.180 m3 | 525.00000 8494.50| 410.00000 6633.80|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0059 4150.00 845.000 kg | 1.74000 1470.30| 2.05000 1732.25|
REINFORCING STEEL FOR HEADWALL | | |
0060 4151.00 23817.000 kg | 1.22000 29056.74| 1.55000 36916.35|
REINFORCING STEEL FOR BOX CULVERT | | |
0061 4157.00 652.000 kg | 1.74000 1134.48| 2.05000 1336.60|
REINFORCING STEEL FOR COLLARS | | |
0062 4310.24 2.000 EACH| 412.00000 824.00| 650.00000 1300.00|
600 mm FLARED-END SECTION | | |
0063 4310.30 8.000 EACH| 470.00000 3760.00| 660.00000 5280.00|
750 mm FLARED-END SECTION | | |
0064 4310.36 6.000 EACH| 760.00000 4560.00| 950.00000 5700.00|
900 mm FLARED-END SECTION | | |
0065 4310.42 2.000 EACH| 960.00000 1920.00| 1150.00000 2300.00|
1050 mm FLARED-END SECTION | | |
0066 4310.48 8.000 EACH| 1050.00000 8400.00| 1650.00000 13200.00|
1200 mm FLARED-END SECTION | | |
0067 6104.00 273.000 Mg | 18.40000 5023.20| 45.00000 12285.00|
BROKEN CONCRETE RIPRAP | | |
SECTION TOTALS | $ 304,235.27| $ 347,644.30| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 35+27.46 TRIPLE 3.05m X 1.52m X 14.63m CONC BOX CULV W/2.13m WINGWALL
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -20
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0068 0030.40 LUMP| 1425.00000 1425.00| 1450.00000 1450.00|
MOBILIZATION | | |
0069 4044.00 1.000 EACH| 5700.00000 5700.00| 5600.00000 5600.00|
PREPARATION OF STRUCTURE AT STA. 35+27. | | |
46 | | |
0070 4051.01 9.000 m3 | 51.00000 459.00| 50.00000 450.00|
EXCAVATION FOR BOX CULVERTS | | |
0071 4101.06 84.170 m3 | 345.00000 29038.65| 342.00000 28786.14|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0072 4151.00 5790.000 kg | 1.22000 7063.80| 1.20000 6948.00|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 43,686.45| $ 43,234.14| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 55+27.25 TWIN 3.05m X 2.44m X14.63m CONC BOX CULV W/3.05m WINGWALLS
| | |
0073 0030.40 LUMP| 1430.00000 1430.00| 1500.00000 1500.00|
MOBILIZATION | | |
0074 4044.00 1.000 EACH| 1840.00000 1840.00| 1800.00000 1800.00|
PREPARATION OF STRUCTURE AT STA. 55+27. | | |
25 | | |
0075 4051.01 30.000 m3 | 30.70000 921.00| 30.00000 900.00|
EXCAVATION FOR BOX CULVERTS | | |
0076 4101.06 87.120 m3 | 345.00000 30056.40| 342.00000 29795.04|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0077 4151.00 5272.000 kg | 1.22000 6431.84| 1.20000 6326.40|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 40,679.24| $ 40,321.44| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4C CONCRETE BOX CULVERT AT STA. 62+67.92 TWIN 3.05m X 1.52M X 14.63m CONC BOX CULV W/2.13m WINGWALLS
| | |
0078 0030.40 LUMP| 1430.00000 1430.00| 1500.00000 1500.00|
MOBILIZATION | | |
0079 4044.00 1.000 EACH| 4050.00000 4050.00| 4000.00000 4000.00|
PREPARATION OF STRUCTURE AT STA. 62+67. | | |
92 | | |
0080 4051.01 37.000 m3 | 30.70000 1135.90| 30.00000 1110.00|
EXCAVATION FOR BOX CULVERTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -21
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0081 4101.06 66.700 m3 | 345.00000 23011.50| 342.00000 22811.40|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0082 4151.00 4181.000 kg | 1.42000 5937.02| 1.40000 5853.40|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 35,564.42| $ 35,274.80| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 4D CONCRETE BOX CULVERT AT STA. 81+54.33 TRIPLE 3.05m X 1.52m X 15.24m CONC BOX CULV W/1.98m WINGWALL
| | |
0083 0030.40 LUMP| 1430.00000 1430.00| 1500.00000 1500.00|
MOBILIZATION | | |
0084 4044.00 1.000 EACH| 1840.00000 1840.00| 1800.00000 1800.00|
PREPARATION OF STRUCTURE AT STA. 81+54. | | |
33 | | |
0085 4051.01 86.000 m3 | 20.40000 1754.40| 20.00000 1720.00|
EXCAVATION FOR BOX CULVERTS | | |
0086 4101.06 93.040 m3 | 345.00000 32098.80| 342.00000 31819.68|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0087 4151.00 6167.000 kg | 1.22000 7523.74| 1.20000 7400.40|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 44,646.94| $ 44,240.08| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 4E CONCRETE BOX CULVERT AT STA. 119+23.50 TWIN 3.05m X 1.52m X 14.02m CONC BOX CULV W/1.98m WINGWALLS
| | |
0088 0030.40 LUMP| 1430.00000 1430.00| 1500.00000 1500.00|
MOBILIZATION | | |
0089 4044.00 1.000 EACH| 1840.00000 1840.00| 1800.00000 1800.00|
PREPARATION OF STRUCTURE AT STA. 119+23 | | |
50 | | |
0090 4051.01 66.000 m3 | 20.40000 1346.40| 20.00000 1320.00|
EXCAVATION FOR BOX CULVERTS | | |
0091 4101.06 63.080 m3 | 345.00000 21762.60| 342.00000 21573.36|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0092 4151.00 4170.000 kg | 1.22000 5087.40| 1.20000 5004.00|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 31,466.40| $ 31,197.36| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 4F CONCRETE BOX CULVERT AT STA. 133+11.86 TWIN 3.66m X 1.52m X 14.02m CONC BOX CULV W/2.13m WINGWALLS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -22
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0093 0030.40 LUMP| 1430.00000 1430.00| 1500.00000 1500.00|
MOBILIZATION | | |
0094 4044.00 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00|
PREPARATION OF STRUCTURE AT STA. 133+11 | | |
86 | | |
0095 4051.01 31.000 m3 | 30.50000 945.50| 30.00000 930.00|
EXCAVATION FOR BOX CULVERTS | | |
0096 4101.06 97.340 m3 | 345.00000 33582.30| 342.00000 33290.28|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0097 4151.00 6337.000 kg | 1.22000 7731.14| 1.20000 7604.40|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 45,888.94| $ 45,524.68| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 5 SEEDING
| | |
0098 L001.01 22.000 ha | 1100.00000 24200.00| 1200.00000 26400.00|
SEEDING, TYPE A | | |
0099 L001.02 11.000 ha | 830.00000 9130.00| 920.00000 10120.00|
SEEDING, TYPE B | | |
0100 L020.07 1900.000 m2 | 1.64000 3116.00| 3.70000 7030.00|
EROSION CONTROL, TYPE B-1 | | |
0101 L032.75 150.000 Mg | 76.75000 11512.50| 66.00000 9900.00|
MULCH | | |
0102 0030.50 LUMP| 800.00000 800.00| 500.00000 500.00|
MOBILIZATION | | |
SECTION TOTALS | $ 48,758.50| $ 53,950.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6 BRIDGE AT STA. 100+52.32 32.918M 3-SPAN CONCRETE SLAB BRIDGE (WIDEN & OVERLAY)
| | |
0103 0030.60 LUMP| 12850.00000 12850.00| 36000.00000 36000.00|
MOBILIZATION | | |
0104 1010.01 304.300 m3 | 49.20000 14971.56| 12.00000 3651.60|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0105 1043.50 327.000 m2 | 2.55000 833.85| 2.00000 654.00|
RIPRAP FILTER FABRIC | | |
0106 3050.15 140.800 m3 | 390.00000 54912.00| 202.00000 28441.60|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -23
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0107 3051.10 9465.000 kg | 1.45000 13724.25| 1.20000 11358.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0108 6000.10 41.000 LS | 1550.00000 1550.00| 8000.00000 8000.00|
ABUTMENT NO.1 EXCAVATION | | |
0109 6000.11 41.000 LS | 1550.00000 1550.00| 8000.00000 8000.00|
ABUTMENT NO.2 EXCAVATION | | |
0110 6005.35 28.800 m | 185.00000 5328.00| 200.00000 5760.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0111 6007.02 53.200 m2 | 172.15000 9158.38| 145.00000 7714.00|
CLASS II REPAIR | | |
0112 6007.03 4.000 m2 | 245.90000 983.60| 210.00000 840.00|
CLASS III REPAIR | | |
0113 6008.40 446.200 m2 | 43.00000 19186.60| 42.00000 18740.40|
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0114 6010.22 42.500 m3 | 502.00000 21335.00| 430.00000 18275.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0115 6010.26 107.100 m3 | 435.00000 46588.50| 360.00000 38556.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0116 6016.02 22.300 m3 | 563.00000 12554.90| 365.00000 8139.50|
CONCRETE FOR OVERLAYS-SF | | |
0117 6030.00 1.000 EACH| 22550.00000 22550.00| 55000.00000 55000.00|
PREPARATION OF BRIDGE AT STA. 100+52.32 | | |
0118 6080.00 890.000 kg | 6.15000 5473.50| 8.00000 7120.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0119 6104.00 64.000 Mg | 20.50000 1312.00| 18.00000 1152.00|
BROKEN CONCRETE RIPRAP | | |
0120 6105.02 120.000 Mg | 39.95000 4794.00| 33.00000 3960.00|
ROCK RIPRAP, TYPE B | | |
0121 6131.50 20015.000 kg | 1.45000 29021.75| 1.40000 28021.00|
EPOXY COATED REINFORCING STEEL | | |
0122 6200.00 347.600 m | 95.00000 33022.00| 100.00000 34760.00|
CONCRETE PILING | | |
0123 6310.00 209.400 m2 | 146.00000 30572.40| 140.00000 29316.00|
STEEL SHEET PILING | | |
0124 6510.60 42.000 LS | 7000.00000 7000.00| 7200.00000 7200.00|
BRIDGE SHORING | | |
0125 8091.00 20.800 m3 | 35.50000 738.40| 31.00000 644.80|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 350,010.69| $ 361,303.90| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 6A BRIDGE AT STA. 10153+48.23 24.384M 3-SPAN CONCRETE SLAB BRIDGE (WIDEN & OVERLAY)
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -24
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0126 0030.60 LUMP| 14900.00000 14900.00| 33000.00000 33000.00|
MOBILIZATION | | |
0127 1010.01 112.400 m3 | 57.40000 6451.76| 12.00000 1348.80|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0128 1043.50 335.000 m2 | 2.55000 854.25| 2.00000 670.00|
RIPRAP FILTER FABRIC | | |
0129 3050.15 141.100 m3 | 390.00000 55029.00| 210.00000 29631.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0130 3051.10 9560.000 kg | 1.45000 13862.00| 1.20000 11472.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0131 6000.10 20.000 LS | 1550.00000 1550.00| 8000.00000 8000.00|
ABUTMENT NO.1 EXCAVATION | | |
0132 6000.11 20.000 LS | 1550.00000 1550.00| 8000.00000 8000.00|
ABUTMENT NO.2 EXCAVATION | | |
0133 6005.35 30.700 m | 185.00000 5679.50| 200.00000 6140.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0134 6007.02 39.800 m2 | 172.15000 6851.57| 145.00000 5771.00|
CLASS II REPAIR | | |
0135 6007.03 4.000 m2 | 245.90000 983.60| 210.00000 840.00|
CLASS III REPAIR | | |
0136 6008.40 333.300 m2 | 43.00000 14331.90| 40.00000 13332.00|
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0137 6010.22 43.900 m3 | 635.00000 27876.50| 430.00000 18877.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0138 6010.26 67.000 m3 | 522.00000 34974.00| 390.00000 26130.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0139 6016.02 16.700 m3 | 625.00000 10437.50| 390.00000 6513.00|
CONCRETE FOR OVERLAYS-SF | | |
0140 6030.00 1.000 EACH| 18400.00000 18400.00| 50000.00000 50000.00|
PREPARATION OF BRIDGE AT STA. 10153+48. | | |
23 | | |
0141 6080.00 940.000 kg | 5.90000 5546.00| 8.00000 7520.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0142 6104.00 53.000 Mg | 20.50000 1086.50| 16.00000 848.00|
BROKEN CONCRETE RIPRAP | | |
0143 6105.02 157.000 Mg | 39.90000 6264.30| 33.00000 5181.00|
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -25
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0144 6131.50 14180.000 kg | 1.45000 20561.00| 1.40000 19852.00|
EPOXY COATED REINFORCING STEEL | | |
0145 6200.00 407.600 m | 95.00000 38722.00| 100.00000 40760.00|
CONCRETE PILING | | |
0146 6310.00 192.100 m2 | 146.00000 28046.60| 140.00000 26894.00|
STEEL SHEET PILING | | |
0147 6510.60 10.000 LS | 6650.00000 6650.00| 7200.00000 7200.00|
BRIDGE SHORING | | |
0148 8091.00 20.100 m3 | 35.50000 713.55| 33.00000 663.30|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 321,321.53| $ 328,643.10| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 7 GUARDRAIL
| | |
0149 0030.70 LUMP| 500.00000 500.00| 500.00000 500.00|
MOBILIZATION | | |
0150 7011.20 114.320 m | 44.20000 5052.94| 44.00000 5030.08|
W-BEAM GUARDRAIL | | |
0151 7020.00 8.000 EACH| 2670.00000 21360.00| 2650.00000 21200.00|
BRIDGE APPROACH SECTIONS | | |
0152 7024.27 8.000 EACH| 1580.00000 12640.00| 1550.00000 12400.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 39,552.94| $ 39,130.08| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 8B ELECTRICAL
| | |
0153 A070.10 130.000 m | 10.05000 1306.50| 10.00000 1300.00|
38 mm CONDUIT IN TRENCH | | |
0154 A072.10 63.000 m | 11.90000 749.70| 12.00000 756.00|
38 mm CONDUIT UNDER ROADWAY | | |
0155 A080.22 193.000 m | 2.65000 511.45| 2.70000 521.10|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0156 A080.24 386.000 m | 2.82000 1088.52| 2.80000 1080.80|
STREET LIGHTING CABLE, NO. 6 USE | | |
0157 A700.20 4.000 EACH| 815.00000 3260.00| 800.00000 3200.00|
RELOCATE STREET LIGHTING UNIT | | |
0158 A706.00 1.000 EACH| 250.00000 250.00| 250.00000 250.00|
RELOCATE PULL BOX | | |
0159 0030.81 LUMP| 500.00000 500.00| 400.00000 400.00|
MOBILIZATION | | |
SECTION TOTALS | $ 7,666.17| $ 7,507.90| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 9 BITUMINOUS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -26
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0160 0002.55 299.640 StaM| 25.50000 7640.82| 25.00000 7491.00|
OVERLAY BROKEN LINES | | |
0161 0002.60 599.280 StaM| 25.50000 15281.64| 25.00000 14982.00|
OVERLAY SOLID LINES | | |
0162 0030.30 LUMP| 81000.00000 81000.00| 40000.00000 40000.00|
MOBILIZATION | | |
0163 1020.03 40.000 EACH| 15.00000 600.00| 15.00000 600.00|
DELINEATOR, TYPE III | | |
0164 1020.20 16.000 EACH| 21.00000 336.00| 21.00000 336.00|
INSTALL CHEVRONS | | |
0165 1102.05 2972.000 m2 | 3.80000 11293.60| 4.50000 13374.00|
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0166 2001.03 198.000 Mg | 16.00000 3168.00| 17.00000 3366.00|
GRAVEL SURFACE COURSE | | |
0167 2010.03 53.000 Mg | 19.50000 1033.50| 21.00000 1113.00|
CRUSHED ROCK SURFACE COURSE | | |
0168 2021.00 6.000 EACH| 51.00000 306.00| 50.00000 300.00|
MAILBOX POST | | |
0169 3008.05 823.000 EACH| 5.75000 4732.25| 6.00000 4938.00|
TIE BARS | | |
0170 3031.08 4060.000 m2 | 34.90000 141694.00| 37.50000 152250.00|
205 mm CONCRETE BASE COURSE | | |
0171 3040.11 68.000 m2 | 148.50000 10098.00| 150.00000 10200.00|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0172 3040.12 505.400 m2 | 106.75000 53951.45| 106.00000 53572.40|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0173 3040.13 752.600 m2 | 100.50000 75636.30| 100.00000 75260.00|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0174 3040.18 2.700 m2 | 243.25000 656.78| 250.00000 675.00|
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0175 3041.25 38.000 Mg | 595.00000 22610.00| 600.00000 22800.00|
BITUMINOUS PATCHING | | |
0176 3221.05 129.800 m2 | 108.50000 14083.30| 110.00000 14278.00|
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -27
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0177 8029.75 4088.000 m2 | 2.80000 11446.40| 9.75000 39858.00|
BITUMINOUS FOUNDATION COURSE | | |
0178 8111.00 286.198 StaM| 350.00000 100169.30| 350.00000 100169.30|
SHOULDER SUBGRADE PREPARATION | | |
0179 9000.75 200.000 Mg | 14.50000 2900.00| 20.00000 4000.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0180 9005.23 26650.000 Mg | 15.90000 423735.00| 22.25000 592962.50|
ASPHALTIC CONCRETE, TYPE SPS | | |
0181 9005.45 36050.000 Mg | 22.50000 811125.00| 27.00000 973350.00|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0182 9009.00 4824.000 m2 | 3.90000 18813.60| 2.00000 9648.00|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0183 9009.75 52.000 m2 | 59.50000 3094.00| 90.00000 4680.00|
TEMPORARY SURFACING | | |
0184 9020.92 10.800 Mg | 196.00000 2116.80| 200.00000 2160.00|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0185 9021.03 1449.900 Mg | 196.00000 284180.40| 200.00000 289980.00|
PERFORMANCE GRADED BINDER (58-28) | | |
0186 9021.08 1946.700 Mg | 230.00000 447741.00| 235.00000 457474.50|
PERFORMANCE GRADED BINDER (64-28) | | |
0187 9034.00 4824.000 m2 | 2.55000 12301.20| 3.00000 14472.00|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0188 9053.00 123010.000 L | 0.18000 22141.80| 0.25000 30752.50|
TACK COAT | | |
0189 9111.00 1810.000 kL | 2.00000 3620.00| 2.50000 4525.00|
WATER | | |
0190 9170.00 12.456 StaM| 470.00000 5854.32| 800.00000 9964.80|
EARTH SHOULDER CONSTRUCTION | | |
0191 9173.20 4088.000 m2 | 1.95000 7971.60| 3.75000 15330.00|
SUBGRADE PREPARATION | | |
0192 9179.80 2.000 EACH| 1360.00000 2720.00| 1200.00000 2400.00|
MILLING CONCRETE FOR INLAYS | | |
0193 9188.50 356.000 m2 | 16.50000 5874.00| 45.00000 16020.00|
SURFACING UNDER GUARDRAIL | | |
0194 9300.50 16.010 LS | 4300.00000 4300.00| 3200.00000 3200.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,614,226.06| $ 2,986,482.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0015 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F01 -28
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1821 COUNTIES : SALINE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0574 |( 5 ) 0477 |( )
|CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0195 0001.08 26600.000 BDAY| 0.50000 13300.00| 0.50000 13300.00|
BARRICADE, TYPE II | | |
0196 0001.10 6822.000 BDAY| 1.42000 9687.24| 1.50000 10233.00|
BARRICADE, TYPE III | | |
0197 0001.75 1100.000 EACH| 0.51000 561.00| 3.00000 3300.00|
TEMPORARY SIGN DAY | | |
0198 0001.90 29908.000 EACH| 0.31000 9271.48| 0.33000 9869.64|
SIGN DAY | | |
0199 0002.30 650.000 m | 1.55000 1007.50| 1.50000 975.00|
PAVEMENT MARKING REMOVAL | | |
0200 0002.39 1800.000 m | 3.05000 5490.00| 3.00000 5400.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0201 0003.10 110.000 DAY | 180.00000 19800.00| 190.00000 20900.00|
FLAGGING | | |
0202 0003.20 50.000 DAY | 235.00000 11750.00| 290.00000 14500.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0203 0003.50 167.640 m | 82.00000 13746.48| 175.00000 29337.00|
CONCRETE PROTECTION BARRIER | | |
0204 0003.56 464.820 m | 6.75000 3137.54| 15.00000 6972.30|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0205 0003.70 8.000 EACH| 410.00000 3280.00| 400.00000 3200.00|
TEMPORARY RUMBLE STRIP | | |
0206 0003.75 2.000 EACH| 12800.00000 25600.00| 12500.00000 25000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0207 0010.04 1.000 EACH| 6700.00000 6700.00| 4000.00000 4000.00|
FIELD OFFICE | | |
0208 0030.00 LUMP| 1500.00000 1500.00| 5000.00000 5000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 124,831.24| $ 151,986.94| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,639,156.62| $ 5,094,699.77| $
====================================================================================================================================
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