|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
CONTRACT DESCRIPTION :
ON US-275/N-92 BETWEEN 172ND AND US-6.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 5,463,551.56 100.0000%
2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 5,466,236.01 100.0491%
3 0049 HAWKINS CONSTRUCTION COMPANY $ 6,268,281.66 114.7290%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION 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 11.000 ha | 79.00000 869.00| 75.00000 825.00| 83.76000 921.36
COVER CROP SEEDING | | |
0002 L020.00 1653.000 m2 | 1.54000 2545.62| 1.55000 2562.15| 1.63000 2694.39
EROSION CONTROL | | |
0003 L020.01 10401.000 m2 | 5.61000 58349.61| 5.50000 57205.50| 5.94000 61781.94
EROSION CONTROL, TYPE A | | |
0004 L020.08 1825.000 m2 | 5.87000 10712.75| 6.10000 11132.50| 6.23000 11369.75
EROSION CONTROL, TYPE AA | | |
0005 L020.09 96.000 m2 | 11.21000 1076.16| 11.00000 1056.00| 11.88000 1140.48
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 1925.000 m2 | 1.67000 3214.75| 2.00000 3850.00| 1.77000 3407.25
EROSION CONTROL, TYPE HV | | |
0007 L021.01 120.000 BALE| 14.68000 1761.60| 15.00000 1800.00| 15.56000 1867.20
EROSION CHECKS, TYPE A | | |
0008 L021.06 54.000 BALE| 9.34000 504.36| 10.00000 540.00| 9.90000 534.60
EROSION CHECKS, TYPE HV | | |
0009 L021.11 264.000 BALE| 16.82000 4440.48| 20.00000 5280.00| 17.83000 4707.12
EROSION CHECKS, TYPE ST-A | | |
0010 L021.15 60.000 BALE| 11.47000 688.20| 15.00000 900.00| 12.17000 730.20
EROSION CHECKS, TYPE ST-HV | | |
0011 L021.21 78.000 BALE| 14.95000 1166.10| 15.00000 1170.00| 15.85000 1236.30
EROSION CHECKS, TYPE AA | | |
0012 L022.11 118.800 m | 7.69000 913.57| 9.00000 1069.20| 8.09000 961.09
FABRIC SILT FENCE-LOW POROSITY | | |
0013 L022.12 1672.000 m | 8.76000 14646.72| 9.50000 15884.00| 9.28000 15516.16
FABRIC SILT FENCE-HIGH POROSITY | | |
0014 L022.75 58.800 m | 10.68000 627.98| 11.60000 682.08| 20.94000 1231.27
TEMPORARY SILT CHECK | | |
0015 0030.10 LUMP| 38249.00000 38249.00| 60000.00000 60000.00| 22242.00000 22242.00
MOBILIZATION | | |
0016 1009.00 LUMP| 40573.00000 40573.00| 49000.00000 49000.00| 43012.00000 43012.00
GENERAL CLEARING AND GRUBBING | | |
0017 1010.00 169739.000 m3 | 2.33000 395491.87| 2.30000 390399.70| 2.47000 419255.33
EXCAVATION | | |
0018 1011.00 1768.000 kL | 1.07000 1891.76| 1.00000 1768.00| 1.13000 1997.84
WATER | | |
0019 1012.00 80.000 EACH| 68.33000 5466.40| 65.00000 5200.00| 72.44000 5795.20
RIGHT-OF-WAY MARKERS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1040.05 916.000 m2 | 0.27000 247.32| 0.50000 458.00| 0.28000 256.48
TEMPORARY SLOPE PROTECTION | | |
0021 1101.00 43373.000 m2 | 3.35000 145299.55| 2.60000 112769.80| 2.61000 113203.53
REMOVE PAVEMENT | | |
0022 1102.00 11942.000 m2 | 3.19000 38094.98| 2.60000 31049.20| 2.61000 31168.62
REMOVE ASPHALT SURFACE | | |
0023 1106.00 218.000 m2 | 3.65000 795.70| 4.20000 915.60| 2.61000 568.98
REMOVE DRIVEWAY | | |
0024 1108.00 112.000 m | 17.51000 1961.12| 7.60000 851.20| 7.84000 878.08
REMOVE COMBINATION CURB AND GUTTER | | |
0025 1122.01 39.000 m2 | 3.19000 124.41| 7.50000 292.50| 2.61000 101.79
REMOVE CONCRETE MEDIAN SURFACING | | |
0026 1701.18 26.000 m | 49.21000 1279.46| 34.00000 884.00| 49.05000 1275.30
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0027 3017.50 4198.000 m2 | 77.73000 326310.54| 61.00000 256078.00| 82.40000 345915.20
INTERLOCKING CONCRETE PAVER BLOCK | | |
0028 7017.00 726.000 m | 2.84000 2061.84| 3.00000 2178.00| 3.57000 2591.82
REMOVE GUARDRAIL | | |
0029 9110.01 50.000 HOUR| 85.42000 4271.00| 110.00000 5500.00| 124.51000 6225.50
RENTAL OF LOADER, FULLY OPERATED | | |
0030 9110.03 50.000 HOUR| 53.38000 2669.00| 60.00000 3000.00| 90.55000 4527.50
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0031 9110.07 50.000 HOUR| 69.40000 3470.00| 110.00000 5500.00| 124.51000 6225.50
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 1,109,773.85| $ 1,029,800.43| $ 1,113,339.78
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0032 0030.30 LUMP| 84635.00000 84635.00| 81000.00000 81000.00| 392695.00000 392695.00
MOBILIZATION | | |
0033 1020.01 86.000 EACH| 14.95000 1285.70| 14.50000 1247.00| 15.85000 1363.10
DELINEATOR, TYPE I | | |
0034 2001.03 200.000 Mg | 16.54000 3308.00| 18.90000 3780.00| 13.90000 2780.00
GRAVEL SURFACE COURSE | | |
0035 3008.05 582.000 EACH| 4.50000 2619.00| 4.50000 2619.00| 3.87000 2252.34
TIE BARS | | |
0036 3012.07 432.000 m | 43.08000 18610.56| 39.70000 17150.40| 36.26000 15664.32
CONCRETE CLASS 47B-25 MEDIAN LIP CURB | | |
0037 3014.12 577.000 m | 41.91000 24182.07| 37.30000 21522.10| 33.62000 19398.74
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 3016.21 1101.000 m2 | 26.32000 28978.32| 27.00000 29727.00| 21.63000 23814.63
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0039 3016.62 78.000 m2 | 43.42000 3386.76| 40.00000 3120.00| 31.90000 2488.20
155 mm CONCRETE CLASS 47B-20 BIKEWAY | | |
0040 3017.40 15725.000 m2 | 16.20000 254745.00| 20.60000 323935.00| 18.93000 297674.25
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0041 3017.41 93.000 m2 | 43.02000 4000.86| 33.00000 3069.00| 40.53000 3769.29
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
125 mm | | |
0042 3017.46 306.000 m2 | 65.61000 20076.66| 56.80000 17380.80| 75.65000 23148.90
150 mm CONCRETE CLASS 47B-20 IMPRINTED | | |
MEDIAN SURFACING | | |
0043 3075.31 1455.000 m2 | 36.25000 52743.75| 28.20000 41031.00| 30.36000 44173.80
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0044 3075.51 18953.000 m2 | 31.52000 597398.56| 29.80000 564799.40| 34.28000 649708.84
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0045 3075.55 46967.000 m2 | 31.47000 1478051.49| 31.70000 1488853.90| 33.01000 1550380.67
255 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0046 3089.25 1366.000 m2 | 25.62000 34996.92| 28.00000 38248.00| 27.17000 37114.22
TEMPORARY SURFACING | | |
0047 3300.50 6.536 LS | 10000.00000 10000.00| 14600.00000 14600.00| 18130.00000 18130.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0048 4015.00 4.000 EACH| 150.00000 600.00| 140.00000 560.00| 113.00000 452.00
ADJUST MANHOLE TO GRADE | | |
0049 4024.59 10.000 EACH| 760.20000 7602.00| 930.00000 9300.00| 513.00000 5130.00
CONCRETE FLUME | | |
0050 4763.26 2.000 EACH| 125.91000 251.82| 150.00000 300.00| 111.00000 222.00
UNDERDRAIN HEADWALL | | |
0051 4764.34 10.000 m | 16.02000 160.20| 17.70000 177.00| 9.00000 90.00
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0052 4764.35 1112.000 m | 14.36000 15968.32| 15.50000 17236.00| 11.88000 13210.56
100 mm PERFORATED PIPE UNDERDRAIN | | |
0053 7100.00 38.000 m | 21.25000 807.50| 35.00000 1330.00| 22.53000 856.14
RIGHT-OF-WAY FENCE | | |
0054 7103.00 6.000 EACH| 98.23000 589.38| 70.00000 420.00| 104.00000 624.00
END POSTS | | |
0055 7105.00 2.000 EACH| 134.53000 269.06| 80.00000 160.00| 143.00000 286.00
CORNER POSTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0056 7106.12 2.000 EACH| 192.19000 384.38| 75.00000 150.00| 204.00000 408.00
3.7 m VEHICLE GATE | | |
0057 7550.04 8600.000 m | 2.12000 18232.00| 2.05000 17630.00| 2.25000 19350.00
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0058 8029.10 79271.000 m2 | 4.47000 354341.37| 3.87000 306778.77| 5.78000 458186.38
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0059 8060.05 57.000 EACH| 115.31000 6572.67| 116.00000 6612.00| 36.16000 2061.12
GRANULAR SUBDRAIN | | |
0060 9005.25 4440.000 Mg | 28.83000 128005.20| 30.00000 133200.00| 30.56000 135686.40
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0061 9009.00 256.000 m2 | 13.35000 3417.60| 13.00000 3328.00| 14.15000 3622.40
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0062 9021.01 239.760 Mg | 198.59000 47613.94| 200.00000 47952.00| 210.53000 50476.67
PERFORMANCE GRADED BINDER (64-22) | | |
0063 9034.00 256.000 m2 | 4.54000 1162.24| 3.60000 921.60| 1.80000 460.80
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0064 9053.00 3440.000 L | 0.48000 1651.20| 0.50000 1720.00| 0.51000 1754.40
TACK COAT | | |
0065 9111.00 1297.000 kL | 1.07000 1387.79| 4.80000 6225.60| 2.05000 2658.85
WATER | | |
0066 9140.00 56.896 StaM| 116.65000 6636.92| 120.00000 6827.52| 126.77000 7212.71
JOINT SEALING - ASPHALT TO CONCRETE | | |
0067 9170.00 66.626 StaM| 523.17000 34856.72| 500.00000 33313.00| 554.63000 36952.78
EARTH SHOULDER CONSTRUCTION | | |
0068 9173.20 80637.000 m2 | 1.00000 80637.00| 0.83000 66928.71| 1.39000 112085.43
SUBGRADE PREPARATION | | |
0069 9185.76 55.380 StaM| 73.54000 4072.65| 90.00000 4984.20| 77.96000 4317.42
RUMBLE STRIPS, ASPHALT | | |
SECTION TOTALS | $ 3,334,238.61| $ 3,318,137.00| $ 3,940,660.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0070 P120.24 13.400 m | 81.40000 1090.76| 99.00000 1326.60| 135.83000 1820.12
600 mm CULVERT PIPE, TYPE 2 | | |
0071 P120.30 25.200 m | 102.79000 2590.31| 122.00000 3074.40| 205.28000 5173.06
750 mm CULVERT PIPE TYPE 2 | | |
0072 P120.60 11.000 m | 339.53000 3734.83| 322.00000 3542.00| 619.67000 6816.37
1500 mm CULVERT PIPE, TYPE 2 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 P120.96 6.500 m | 1673.00000 10874.50| 922.00000 5993.00| 1842.00000 11973.00
2400 mm CULVERT PIPE, TYPE 2 | | |
0074 P129.60 42.500 m | 526.02000 22355.85| 512.00000 21760.00| 591.98000 25159.15
1500 mm CULVERT PIPE, TYPE 2 CLASS V | | |
0075 P400.24 29.000 m | 81.40000 2360.60| 103.00000 2987.00| 122.21000 3544.09
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0076 P400.36 18.000 m | 180.77000 3253.86| 210.00000 3780.00| 329.72000 5934.96
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0077 P700.15 38.000 m | 49.80000 1892.40| 79.00000 3002.00| 106.33000 4040.54
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0078 P700.18 548.500 m | 49.21000 26991.69| 70.30000 38559.55| 91.93000 50423.61
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0079 P702.42 28.000 m | 187.93000 5262.04| 223.00000 6244.00| 299.95000 8398.60
1050 mm STORM SEWER PIPE, TYPE 1 | | |
0080 0030.40 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 24064.00000 24064.00
MOBILIZATION | | |
0081 1043.50 277.000 m2 | 2.00000 554.00| 2.80000 775.60| 3.10000 858.70
RIPRAP FILTER FABRIC | | |
0082 1060.01 2.000 EACH| 260.00000 520.00| 250.00000 500.00| 294.00000 588.00
GABION, TYPE A | | |
0083 1060.02 2.000 EACH| 390.00000 780.00| 290.00000 580.00| 432.00000 864.00
GABION, TYPE B | | |
0084 1060.03 2.000 EACH| 520.00000 1040.00| 320.00000 640.00| 545.00000 1090.00
GABION, TYPE C | | |
0085 1060.04 2.000 EACH| 130.00000 260.00| 210.00000 420.00| 149.00000 298.00
GABION, TYPE D | | |
0086 1060.05 14.000 EACH| 195.00000 2730.00| 240.00000 3360.00| 258.68000 3621.52
GABION, TYPE E | | |
0087 1060.07 10.000 EACH| 85.00000 850.00| 210.00000 2100.00| 125.00000 1250.00
GABION, TYPE G | | |
0088 1060.08 8.000 EACH| 130.00000 1040.00| 220.00000 1760.00| 188.00000 1504.00
GABION, TYPE H | | |
0089 1060.09 10.000 EACH| 170.00000 1700.00| 230.00000 2300.00| 225.00000 2250.00
GABION, TYPE I | | |
0090 1060.11 3.000 EACH| 260.00000 780.00| 250.00000 750.00| 313.00000 939.00
GABION, TYPE U | | |
0091 1120.00 2.000 EACH| 2500.00000 5000.00| 820.00000 1640.00| 434.00000 868.00
REMOVE DISCHARGE STRUCTURE | | |
0092 1137.51 11.000 EACH| 92.00000 1012.00| 100.00000 1100.00| 275.20000 3027.20
REMOVE AND RESET CONCRETE DISSIPATER | | |
BLOCK | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0093 4002.00 285.000 kg | 2.70000 769.50| 2.80000 798.00| 3.51000 1000.35
CAST IRON COVER AND FRAME | | |
0094 4003.00 492.000 kg | 2.49000 1225.08| 2.60000 1279.20| 3.31000 1628.52
CAST IRON COVER, FRAME, AND FLANGE | | |
0095 4004.50 678.000 kg | 2.62000 1776.36| 2.70000 1830.60| 3.26000 2210.28
CAST IRON GRATE AND FRAME | | |
0096 4005.00 2512.000 kg | 2.07000 5199.84| 1.90000 4772.80| 2.84000 7134.08
CAST IRON RING AND COVER | | |
0097 4015.50 9.000 EACH| 685.35000 6168.15| 1500.00000 13500.00| 2245.00000 20205.00
RECONSTRUCT MANHOLE | | |
0098 4016.00 1.000 EACH| 1645.00000 1645.00| 1990.00000 1990.00| 2943.00000 2943.00
MANHOLE AT STA. 724+74.109 LT. | | |
0099 4016.01 1.000 EACH| 2687.50000 2687.50| 2830.00000 2830.00| 3622.00000 3622.00
MANHOLE AT STA. 729+15.784 LT. | | |
0100 4016.02 1.000 EACH| 6440.00000 6440.00| 8000.00000 8000.00| 5886.00000 5886.00
MANHOLE AT STA. 729+20.772 LT. | | |
0101 4016.03 1.000 EACH| 11500.00000 11500.00| 6290.00000 6290.00| 5094.00000 5094.00
MANHOLE AT STA. 729+20.772 RT. | | |
0102 4016.04 1.000 EACH| 2320.00000 2320.00| 2760.00000 2760.00| 4980.00000 4980.00
MANHOLE AT STA. 738+65 LT. | | |
0103 4035.25 3.000 EACH| 125.00000 375.00| 270.00000 810.00| 249.00000 747.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0104 4040.00 2.000 EACH| 500.00000 1000.00| 380.00000 760.00| 315.00000 630.00
REMOVE HEADWALLS FROM CULVERTS | | |
0105 4043.50 23.000 m | 30.00000 690.00| 26.40000 607.20| 25.14000 578.22
REMOVE SEWER PIPE | | |
0106 4044.00 1.000 EACH| 2135.40000 2135.40| 4000.00000 4000.00| 4037.00000 4037.00
PREPARATION OF STRUCTURE AT STA. | | |
712+47.427 | | |
0107 4044.01 1.000 EACH| 2551.80000 2551.80| 4000.00000 4000.00| 4568.00000 4568.00
PREPARATION OF STRUCTURE AT STA. | | |
721+82.185 | | |
0108 4044.02 1.000 EACH| 2551.80000 2551.80| 4500.00000 4500.00| 4812.00000 4812.00
PREPARATION OF STRUCTURE AT STA. | | |
724+95.641 | | |
0109 4044.03 1.000 EACH| 2338.26000 2338.26| 3500.00000 3500.00| 3682.00000 3682.00
PREPARATION OF STRUCTURE AT STA. | | |
734+21.439 | | |
0110 4044.04 1.000 EACH| 854.16000 854.16| 3000.00000 3000.00| 3053.00000 3053.00
PREPARATION OF STRUCTURE AT STA. | | |
739+93.291 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0111 4050.01 348.000 m3 | 7.00000 2436.00| 12.30000 4280.40| 13.02000 4530.96
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0112 4051.01 432.000 m3 | 21.35000 9223.20| 15.00000 6480.00| 15.85000 6847.20
EXCAVATION FOR BOX CULVERTS | | |
0113 4101.06 310.481 m3 | 357.68000 111052.84| 450.00000 139716.45| 461.81000 143383.23
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0114 4105.59 15.890 m3 | 690.54000 10972.68| 550.00000 8739.50| 625.94000 9946.19
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0115 4107.07 0.870 m3 | 696.00000 605.52| 1300.00000 1131.00| 781.01000 679.48
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0116 4130.06 0.610 m3 | 1175.00000 716.75| 1700.00000 1037.00| 781.00000 476.41
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0117 4151.00 20172.000 kg | 1.49000 30056.28| 1.40000 28240.80| 1.72000 34695.84
REINFORCING STEEL FOR BOX CULVERT | | |
0118 4155.50 348.000 kg | 1.55000 539.40| 2.20000 765.60| 1.89000 657.72
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0119 4157.00 31.000 kg | 2.22000 68.82| 3.00000 93.00| 2.15000 66.65
REINFORCING STEEL FOR COLLARS | | |
0120 4310.18 1.000 EACH| 423.00000 423.00| 390.00000 390.00| 444.00000 444.00
450 mm FLARED-END SECTION | | |
0121 4310.24 3.000 EACH| 465.00000 1395.00| 420.00000 1260.00| 543.00000 1629.00
600 mm FLARED-END SECTION | | |
0122 4310.60 1.000 EACH| 1347.00000 1347.00| 1140.00000 1140.00| 1441.00000 1441.00
1500 mm FLARED-END SECTION | | |
0123 4461.24 2.000 EACH| 130.00000 260.00| 270.00000 540.00| 238.00000 476.00
INSTALL 600 mm CONCRETE FLARED-END | | |
SECTION | | |
0124 4461.42 1.000 EACH| 200.00000 200.00| 340.00000 340.00| 329.00000 329.00
INSTALL 1050 mm CONCRETE FLARED-END | | |
SECTION | | |
0125 4670.05 101.100 m3 | 75.00000 7582.50| 94.30000 9533.73| 58.86000 5950.75
CULVERT SANDFILL | | |
0126 4850.60 42.500 m | 955.59000 40612.58| 981.00000 41692.50| 1030.26000 43786.05
JACKING 1500 mm CULVERT PIPE, TYPE 2 | | |
CLASS V | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0127 6104.00 96.000 Mg | 20.00000 1920.00| 12.90000 1238.40| 5.70000 547.20
BROKEN CONCRETE RIPRAP | | |
SECTION TOTALS | $ 373,312.26| $ 433,040.33| $ 497,203.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0128 L001.01 8.500 ha | 2028.63000 17243.36| 2000.00000 17000.00| 2151.00000 18283.50
SEEDING, TYPE A | | |
0129 L001.02 2.500 ha | 1174.47000 2936.18| 1150.00000 2875.00| 1245.00000 3112.50
SEEDING, TYPE B | | |
0130 L032.75 50.000 Mg | 64.06000 3203.00| 60.00000 3000.00| 67.91000 3395.50
MULCH | | |
0131 0030.50 LUMP| 150.00000 150.00| 200.00000 200.00| 11.00000 11.00
MOBILIZATION | | |
SECTION TOTALS | $ 23,532.54| $ 23,075.00| $ 24,802.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 8B ELECTRICAL
| | |
0132 A001.01 36.000 EACH| 557.24000 20060.64| 600.00000 21600.00| 590.75000 21267.00
PULL BOX, TYPE PB-1 | | |
0133 A001.02 55.000 EACH| 395.52000 21753.60| 400.00000 22000.00| 419.30000 23061.50
PULL BOX, TYPE PB-1A | | |
0134 A001.06 4.000 EACH| 706.39000 2825.56| 700.00000 2800.00| 749.00000 2996.00
PULL BOX, TYPE PB-2A | | |
0135 A001.12 1.000 EACH| 340.43000 340.43| 350.00000 350.00| 361.00000 361.00
PULL BOX, TYPE PB-5 | | |
0136 A004.00 42.000 EACH| 816.54000 34294.68| 850.00000 35700.00| 865.64000 36356.88
TRAFFIC SIGNAL, TYPE TS-1 | | |
0137 A004.04 6.000 EACH| 1178.42000 7070.52| 1200.00000 7200.00| 1249.00000 7494.00
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0138 A004.10 4.000 EACH| 749.60000 2998.40| 800.00000 3200.00| 795.00000 3180.00
TRAFFIC SIGNAL, TYPE TS-1A | | |
0139 A004.20 18.000 EACH| 748.40000 13471.20| 800.00000 14400.00| 793.40000 14281.20
TRAFFIC SIGNAL, TYPE TS-1L | | |
0140 A004.40 4.000 EACH| 380.50000 1522.00| 400.00000 1600.00| 403.00000 1612.00
TRAFFIC SIGNAL, TYPE TS-2 | | |
0141 A005.25 6.000 EACH| 9715.38000 58292.28| 10000.00000 60000.00| 10300.00000 61800.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | |
0142 A006.15 26.000 EACH| 476.93000 12400.18| 500.00000 13000.00| 505.61000 13145.86
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0143 A006.70 14.000 EACH| 77.65000 1087.10| 80.00000 1120.00| 82.32000 1152.48
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0144 A006.85 4.000 EACH| 463.61000 1854.44| 500.00000 2000.00| 491.00000 1964.00
PEDESTAL POLE, TYPE PP-3.0 | | |
0145 A006.98 112.000 EACH| 213.46000 23907.52| 220.00000 24640.00| 226.29000 25344.48
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0146 A007.00 37.000 EACH| 250.59000 9271.83| 250.00000 9250.00| 265.66000 9829.42
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0147 A007.08 4.000 EACH| 297.57000 1190.28| 300.00000 1200.00| 315.00000 1260.00
VEHICLE DETECTOR, TYPE TD-3 | | |
0148 A009.59 14.000 EACH| 138.50000 1939.00| 2200.00000 30800.00| 2315.64000 32418.96
STREET LIGHTING UNIT, TYPE | | |
SL-BT-13.7-3.7-0.20 | | |
0149 A012.05 4.000 EACH| 6535.16000 26140.64| 6500.00000 26000.00| 6928.00000 27712.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-14-3.7 | | |
0150 A012.60 1.000 EACH| 7276.09000 7276.09| 7500.00000 7500.00| 7714.00000 7714.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-15.5-3.7 | | |
0151 A012.90 7.000 EACH| 8480.03000 59360.21| 8500.00000 59500.00| 8990.00000 62930.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-18.5-3.7 | | |
0152 A012.95 2.000 EACH| 8240.93000 16481.86| 8500.00000 17000.00| 8736.00000 17472.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-20-3.7 | | |
0153 A012.98 4.000 EACH| 10219.44000 40877.76| 10500.00000 42000.00| 10834.00000 43336.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-21.5-3.7 | | |
0154 A016.55 2.000 EACH| 6065.56000 12131.12| 6000.00000 12000.00| 6430.00000 12860.00
MAST ARM SIGNAL POLE, TYPE MP-11 | | |
0155 A016.85 2.000 EACH| 7068.85000 14137.70| 7000.00000 14000.00| 7494.00000 14988.00
MAST ARM SIGNAL POLE, TYPE MP-20 | | |
0156 A030.90 2.000 EACH| 426.41000 852.82| 500.00000 1000.00| 490.00000 980.00
TELEPHONE DROP | | |
0157 A070.10 705.000 m | 10.15000 7155.75| 10.00000 7050.00| 10.76000 7585.80
38 mm CONDUIT IN TRENCH | | |
0158 A070.14 3196.000 m | 10.86000 34708.56| 11.00000 35156.00| 11.51000 36785.96
50 mm CONDUIT IN TRENCH | | |
0159 A070.18 74.000 m | 16.06000 1188.44| 16.00000 1184.00| 17.04000 1260.96
75 mm CONDUIT IN TRENCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0160 A072.10 490.000 m | 10.75000 5267.50| 11.00000 5390.00| 11.40000 5586.00
38 mm CONDUIT UNDER ROADWAY | | |
0161 A072.14 430.000 m | 12.67000 5448.10| 13.00000 5590.00| 13.44000 5779.20
50 mm CONDUIT UNDER ROADWAY | | |
0162 A072.18 229.000 m | 16.08000 3682.32| 16.00000 3664.00| 17.05000 3904.45
75 mm CONDUIT UNDER ROADWAY | | |
0163 A077.12 942.000 m | 2.14000 2015.88| 2.20000 2072.40| 2.26000 2128.92
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0164 A077.13 493.000 m | 2.17000 1069.81| 2.20000 1084.60| 2.30000 1133.90
3/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0165 A077.26 942.000 m | 7.17000 6754.14| 7.50000 7065.00| 7.61000 7168.62
16/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0166 A079.01 2832.000 m | 1.89000 5352.48| 2.00000 5664.00| 2.00000 5664.00
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0167 A079.50 1196.000 m | 1.67000 1997.32| 1.80000 2152.80| 1.78000 2128.88
GROUNDING CONDUCTOR | | |
0168 A079.55 186.000 m | 2.03000 377.58| 2.00000 372.00| 2.15000 399.90
SERVICE CABLE | | |
0169 A080.22 1195.000 m | 1.78000 2127.10| 1.80000 2151.00| 1.89000 2258.55
STREET LIGHTING CABLE, NO. 6 BARE | | |
0170 A080.24 2390.000 m | 2.03000 4851.70| 2.10000 5019.00| 2.15000 5138.50
STREET LIGHTING CABLE, NO. 6 USE | | |
0171 A081.00 3003.000 m | 5.61000 16846.83| 2.80000 8408.40| 5.94000 17837.82
6 PAIR COMMUNICATION CABLE | | |
0172 A501.00 1.000 EACH| 173.39000 173.39| 250.00000 250.00| 184.00000 184.00
INSTALL TRAFFIC SIGNAL, TYPE TS-1 | | |
0173 A610.10 1.000 EACH| 104.22000 104.22| 150.00000 150.00| 110.00000 110.00
REMOVE TRAFFIC SIGNAL HEAD | | |
0174 A630.03 1.000 EACH| 215.63000 215.63| 250.00000 250.00| 229.00000 229.00
REMOVE PEDESTAL POLE | | |
0175 A679.57 457.000 m | 1.40000 639.80| 1.50000 685.50| 1.48000 676.36
REMOVE TRAFFIC SIGNAL CABLE | | |
0176 0003.75 1.000 EACH| 2736.11000 2736.11| 3000.00000 3000.00| 2901.00000 2901.00
TEMPORARY TRAFFIC SIGNAL AT US-275/WEST | | |
CENTER ROAD & 186th ST. | | |
0177 0003.76 1.000 EACH| 2349.18000 2349.18| 3000.00000 3000.00| 2490.00000 2490.00
TEMPORARY TRAFFIC SIGNAL AT US-275/WEST | | |
CENTER ROAD & 183rd ST. | | |
0178 0003.77 1.000 EACH| 4518.66000 4518.66| 5000.00000 5000.00| 4790.00000 4790.00
TEMPORARY TRAFFIC SIGNAL AT US-275/WEST | | |
CENTER ROAD & 180th ST. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F06 CONTRACT ID : 2256A COUNTIES : DOUGLAS
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACSTPD-275-7(149)
====================================================================================================================================
|(1) 1416 |(2) 0103 |(3) 0049
|LUXA CONSTRUCTION COMPANY, I|VRANA & SON CONSTRUCTION CO.|HAWKINS CONSTRUCTION COMPANY
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0179 0003.78 1.000 EACH| 1842.45000 1842.45| 2000.00000 2000.00| 1953.00000 1953.00
TEMPORARY TRAFFIC SIGNAL AT US-275/WEST | | |
CENTER RD. & TARGET DRIVE | | |
0180 0003.79 1.000 EACH| 2020.93000 2020.93| 2500.00000 2500.00| 2142.00000 2142.00
TEMPORARY TRAFFIC SIGNAL AT US-275/WEST | | |
CENTER ROAD & 175th ST. | | |
0181 0030.81 LUMP| 4911.42000 4911.42| 10000.00000 10000.00| 5207.00000 5207.00
MOBILIZATION | | |
SECTION TOTALS | $ 509,893.16| $ 548,718.70| $ 570,960.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0182 0001.08 91890.000 BDAY| 0.50000 45945.00| 0.50000 45945.00| 0.50000 45945.00
BARRICADE, TYPE II | | |
0183 0001.10 13403.000 BDAY| 1.70000 22785.10| 1.80000 24125.40| 1.80000 24125.40
BARRICADE, TYPE III | | |
0184 0001.30 2260.000 LDAY| 1.55000 3503.00| 1.55000 3503.00| 1.64000 3706.40
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0185 0001.90 54303.000 EACH| 0.04000 2172.12| 0.05000 2715.15| 0.03000 1629.09
SIGN DAY | | |
0186 0002.30 3300.000 m | 0.80000 2640.00| 0.90000 2970.00| 0.85000 2805.00
PAVEMENT MARKING REMOVAL | | |
0187 0002.44 4900.000 m | 0.69000 3381.00| 0.80000 3920.00| 0.74000 3626.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0188 0002.47 3300.000 m | 0.42000 1386.00| 0.40000 1320.00| 0.44000 1452.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0189 0002.48 1600.000 EACH| 0.80000 1280.00| 0.80000 1280.00| 0.85000 1360.00
TEMPORARY RAISED PAVEMENT MARKER | | |
0190 0002.97 1272.000 DAY | 5.61000 7135.92| 5.50000 6996.00| 5.94000 7555.68
FLASHING ARROW PANEL | | |
0191 0003.10 80.000 DAY | 185.00000 14800.00| 200.00000 16000.00| 351.16000 28092.80
FLAGGING | | |
0192 0010.04 1.000 EACH| 7273.00000 7273.00| 2690.00000 2690.00| 1017.00000 1017.00
FIELD OFFICE | | |
0193 0030.00 LUMP| 500.00000 500.00| 2000.00000 2000.00| 1.00000 1.00
MOBILIZATION | | |
SECTION TOTALS | $ 112,801.14| $ 113,464.55| $ 121,315.37
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,463,551.56| $ 5,466,236.01| $ 6,268,281.66
====================================================================================================================================