|
Contract Letting August 01, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
CONTRACT DESCRIPTION :
198TH - SKYLINE DRIVE, OMAHA
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 18,371,814.41 100.0000%
2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 18,621,255.77 101.3577%
3 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 19,088,266.64 103.8997%
4 1276 KIEWIT WESTERN CO. $ 20,994,355.84 114.2748%
5 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 21,847,071.30 118.9162%
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L001.01 10.000 ha | 1734.00000 17340.00| 1800.00000 18000.00| 1699.80000 16998.00
SEEDING, TYPE A | | |
0002 L006.00 18.000 ha | 199.35000 3588.30| 200.00000 3600.00| 197.79000 3560.22
COVER CROP SEEDING | | |
0003 L020.00 592.000 m2 | 1.50000 888.00| 1.50000 888.00| 1.60000 947.20
EROSION CONTROL | | |
0004 L020.01 10933.000 m2 | 5.14000 56195.62| 5.15000 56304.95| 5.21000 56960.93
EROSION CONTROL, TYPE A | | |
0005 L020.08 9711.000 m2 | 5.19000 50400.09| 5.25000 50982.75| 5.21000 50594.31
EROSION CONTROL, TYPE AA | | |
0006 L020.09 659.000 m2 | 9.71000 6398.89| 10.00000 6590.00| 12.71000 8375.89
EROSION CONTROL, TYPE AAA | | |
0007 L020.10 6752.000 m2 | 1.59000 10735.68| 1.60000 10803.20| 1.71000 11545.92
EROSION CONTROL, TYPE HV | | |
0008 L021.01 413.000 BALE| 15.74000 6500.62| 16.00000 6608.00| 13.88000 5732.44
EROSION CHECKS, TYPE A | | |
0009 L021.06 105.000 BALE| 13.64000 1432.20| 14.00000 1470.00| 11.74000 1232.70
EROSION CHECKS, TYPE HV | | |
0010 L021.11 77.000 BALE| 15.74000 1211.98| 16.00000 1232.00| 18.15000 1397.55
EROSION CHECKS, TYPE ST-A | | |
0011 L021.15 42.000 BALE| 15.74000 661.08| 16.00000 672.00| 16.02000 672.84
EROSION CHECKS, TYPE ST-HV | | |
0012 L021.21 469.000 BALE| 16.26000 7625.94| 17.00000 7973.00| 13.88000 6509.72
EROSION CHECKS, TYPE AA | | |
0013 L022.11 3822.000 m | 6.19000 23658.18| 6.50000 24843.00| 7.00000 26754.00
FABRIC SILT FENCE-LOW POROSITY | | |
0014 L022.13 272.000 m | 6.82000 1855.04| 7.00000 1904.00| 8.76000 2382.72
FABRIC SILT FENCE-LOW PROFILE HIGH | | |
POROSITY | | |
0015 L022.14 156.800 m | 7.34000 1150.91| 8.00000 1254.40| 8.76000 1373.57
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0016 L022.75 784.000 m | 13.12000 10286.08| 14.00000 10976.00| 13.88000 10881.92
TEMPORARY SILT CHECK | | |
0017 L032.75 50.000 Mg | 69.25000 3462.50| 80.00000 4000.00| 69.40000 3470.00
MULCH | | |
0018 0030.10 LUMP| 80146.00000 80146.00| 171000.00000 171000.00| 3203.10000 3203.10
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1000.00 88.000 EACH| 209.85000 18466.80| 220.00000 19360.00| 266.93000 23489.84
LARGE TREE REMOVAL | | |
0020 1009.00 LUMP| 52461.00000 52461.00| 65000.00000 65000.00| 160155.00000 160155.00
GENERAL CLEARING AND GRUBBING | | |
0021 1010.00 566625.000 m3 | 3.15000 1784868.75| 3.15000 1784868.75| 2.93000 1660211.25
EXCAVATION | | |
0022 1010.01 15111.000 m3 | 3.15000 47599.65| 3.15000 47599.65| 2.93000 44275.23
EXCAVATION (ESTABLISHED QUANTITY) | | |
0023 1010.10 154889.000 m3 | 3.15000 487900.35| 3.15000 487900.35| 2.93000 453824.77
EXCAVATION, BORROW | | |
0024 1011.00 14430.000 kL | 2.10000 30303.00| 2.10000 30303.00| 4.27000 61616.10
WATER | | |
0025 1012.00 120.000 EACH| 62.95000 7554.00| 90.00000 10800.00| 64.06000 7687.20
RIGHT-OF-WAY MARKERS | | |
0026 1101.25 55.900 m | 8.20000 458.38| 8.20000 458.38| 8.20000 458.38
SAWING PAVEMENT | | |
0027 1102.00 26854.000 m2 | 3.51000 94257.54| 4.00000 107416.00| 3.58000 96137.32
REMOVE ASPHALT SURFACE | | |
0028 1122.01 304.000 m2 | 2.09000 635.36| 2.50000 760.00| 2.12000 644.48
REMOVE CONCRETE MEDIAN SURFACING | | |
0029 1124.00 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 1.07000 1.07
REMOVE BUILDING AT STA. 287+25.3 LT. | | |
0030 1124.01 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 1067.70000 1067.70
REMOVE BUILDING AT STA. 287+49.3 LT. | | |
0031 1124.02 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 1.07000 1.07
REMOVE BUILDING AT STA. 287+51.7 LT. | | |
0032 1124.03 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 106.77000 106.77
REMOVE BUILDING AT STA. 287+63 LT. | | |
0033 1124.04 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 1.07000 1.07
REMOVE BUILDING AT STA. 287+72.4 LT. | | |
0034 1124.05 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 2135.40000 2135.40
REMOVE BUILDING AT STA. 287+92.4 LT. | | |
0035 1125.00 1.000 EACH| 1574.00000 1574.00| 2000.00000 2000.00| 3203.10000 3203.10
CLEAR TRACT AT STA. 287+20 TO STA. | | |
288+05 LT. | | |
0036 1125.01 1.000 EACH| 1049.00000 1049.00| 2000.00000 2000.00| 533.85000 533.85
CLEAR TRACT AT STA. 294+86.93 TO STA. | | |
296+39.37 LT. | | |
0037 1125.02 1.000 EACH| 839.00000 839.00| 2000.00000 2000.00| 1067.70000 1067.70
CLEAR TRACT AT STA. 297+90.44 TO STA. | | |
298+75.97 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 1128.50 871.000 m2 | 2.61000 2273.31| 3.00000 2613.00| 2.66000 2316.86
REMOVE SLAB | | |
0039 3275.20 65591.000 m2 | 5.10000 334514.10| 4.40000 288600.40| 5.05000 331234.55
CRUSH CONCRETE PAVEMENT | | |
0040 7017.00 202.900 m | 5.25000 1065.23| 3.90000 791.31| 8.01000 1625.23
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 3,149,986.58| $ 3,232,472.14| $ 3,064,386.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALLS
| | |
0041 0030.10 LUMP| 49294.00000 49294.00| 50000.00000 50000.00| 14620.02000 14620.02
MOBILIZATION | | |
0042 4095.00 6720.000 m2 | 173.98000 1169145.60| 119.60000 803712.00| 177.00000 1189440.00
CONCRETE FACE PANELS | | |
0043 4095.10 1154.900 m | 39.87000 46045.86| 30.00000 34647.00| 40.57000 46854.29
CONCRETE LEVELING PADS | | |
0044 4095.20 1157.200 m | 133.00000 153907.60| 87.00000 100676.40| 253.48000 293327.06
COPING | | |
0045 4350.18 226.000 m | 45.12000 10197.12| 34.00000 7684.00| 45.91000 10375.66
450 mm CORRUGATED METAL PIPE | | |
0046 4350.21 183.000 m | 52.04000 9523.32| 55.00000 10065.00| 52.96000 9691.68
525 mm CORRUGATED METAL PIPE | | |
0047 8024.75 29959.000 m3 | 14.64000 438599.76| 16.00000 479344.00| 14.94000 447587.46
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 1,876,713.26| $ 1,486,128.40| $ 2,011,896.17
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 1B RETAINING WALL
| | |
0048 0030.10 LUMP| 29176.00000 29176.00| 50000.00000 50000.00| 26692.50000 26692.50
MOBILIZATION | | |
0049 4095.20 131.000 m | 274.55000 35966.05| 443.00000 58033.00| 694.01000 90915.31
COPING | | |
0050 6310.00 2017.000 m2 | 380.63000 767730.71| 492.00000 992364.00| 485.80000 979858.60
STEEL SHEET PILING | | |
SECTION TOTALS | $ 832,872.76| $ 1,100,397.00| $ 1,097,466.41
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 3 CONCRETE PAVEMENT
| | |
0051 A069.15 786.550 m | 12.07000 9493.66| 12.00000 9438.60| 12.31000 9682.43
38 mm CONDUIT IN MEDIAN BARRIER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 0030.30 LUMP| 676026.00000 676026.00| 100000.00000 100000.00| 118735.80000 118735.80
MOBILIZATION | | |
0053 1020.01 9.000 EACH| 21.00000 189.00| 25.00000 225.00| 21.40000 192.60
DELINEATOR, TYPE I | | |
0054 1020.02 9.000 EACH| 23.00000 207.00| 25.00000 225.00| 23.54000 211.86
DELINEATOR, TYPE II | | |
0055 1020.03 23.000 EACH| 25.18000 579.14| 26.00000 598.00| 25.68000 590.64
DELINEATOR, TYPE III | | |
0056 1020.06 342.000 EACH| 20.98000 7175.16| 22.00000 7524.00| 21.40000 7318.80
FLEXIBLE POST DELINEATOR | | |
0057 1020.20 12.000 EACH| 31.48000 377.76| 35.00000 420.00| 32.10000 385.20
INSTALL CHEVRONS | | |
0058 3013.13 888.665 m | 85.86000 76300.78| 91.20000 81046.25| 91.08000 80939.61
CONCRETE CLASS 47BD-30 BARRIER CURB | | |
0059 3013.25 4.000 EACH| 667.00000 2668.00| 1490.00000 5960.00| 2682.85000 10731.40
CONCRETE CLASS 47BD-30 BARRIER TERMINAL | | |
SECTION | | |
0060 3016.21 170.000 m2 | 25.10000 4267.00| 26.60000 4522.00| 31.66000 5382.20
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0061 3017.40 2649.000 m2 | 25.60000 67814.40| 30.00000 79470.00| 20.49000 54278.01
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0062 3025.00 786.550 m | 113.53000 89297.02| 109.70000 86284.54| 145.23000 114230.66
CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | |
0063 3075.32 1179.000 m2 | 24.68000 29097.72| 27.70000 32658.30| 24.17000 28496.43
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0064 3075.46 21998.000 m2 | 27.35000 601645.30| 29.20000 642341.60| 27.77000 610884.46
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0065 3075.52 2266.000 m2 | 32.17000 72897.22| 30.00000 67980.00| 29.11000 65963.26
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0066 3075.56 92061.000 m2 | 29.87000 2749862.07| 29.70000 2734211.70| 29.78000 2741576.58
255 mm DOWELED CONCRETE PAVMENT, CLASS | | |
47B-25 | | |
0067 3300.50 6.294 LS | 36732.00000 36732.00| 18600.00000 18600.00| 18244.14000 18244.14
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0068 3300.65 59.000 EACH| 78.51000 4632.09| 76.00000 4484.00| 83.48000 4925.32
CONCRETE PAVEMENT THICKNESS CORE | | |
0069 4024.70 2.000 EACH| 1344.00000 2688.00| 2074.00000 4148.00| 2694.21000 5388.42
CONCRETE FLUME, TYPE I | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 4763.26 7.000 EACH| 68.00000 476.00| 64.00000 448.00| 427.81000 2994.67
UNDERDRAIN HEADWALL | | |
0071 4764.34 40.000 m | 7.73000 309.20| 9.60000 384.00| 14.98000 599.20
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0072 4764.35 2014.000 m | 10.58000 21308.12| 7.60000 15306.40| 13.11000 26403.54
100 mm PERFORATED PIPE UNDERDRAIN | | |
0073 4900.56 3.000 EACH| 317.00000 951.00| 533.00000 1599.00| 155.80000 467.40
ADJUST MONITORING WELL TO GRADE | | |
0074 7550.03 12000.000 m | 1.78000 21360.00| 1.40000 16800.00| 1.82000 21840.00
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0075 7550.04 15000.000 m | 1.78000 26700.00| 1.40000 21000.00| 1.82000 27300.00
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0076 7550.12 600.000 m | 6.30000 3780.00| 5.60000 3360.00| 6.42000 3852.00
300 mm WHITE EPOXY PAVEMENT MARKING | | |
0077 8029.10 109949.000 m2 | 5.67000 623410.83| 4.30000 472780.70| 1.76000 193510.24
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0078 8029.84 14355.000 m2 | 3.38000 48519.90| 3.80000 54549.00| 3.76000 53974.80
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0079 8032.04 14355.000 m2 | 2.14000 30719.70| 3.70000 53113.50| 2.67000 38327.85
CRUSHED CONCRETE FOUNDATION COURSE 100 | | |
mm | | |
0080 8060.05 105.000 EACH| 40.57000 4259.85| 113.30000 11896.50| 84.05000 8825.25
GRANULAR SUBDRAIN | | |
0081 9005.23 6090.000 Mg | 23.29000 141836.10| 24.00000 146160.00| 23.75000 144637.50
ASPHALTIC CONCRETE, TYPE SPS | | |
0082 9005.45 19290.000 Mg | 30.22000 582943.80| 30.00000 578700.00| 30.82000 594517.80
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0083 9021.03 328.860 Mg | 212.99000 70043.89| 215.00000 70704.90| 217.21000 71431.68
PERFORMANCE GRADED BINDER (58-28) | | |
0084 9021.08 1041.660 Mg | 267.81000 278966.96| 270.00000 281248.20| 273.12000 284498.18
PERFORMANCE GRADED BINDER (64-28) | | |
0085 9053.00 23590.000 L | 0.23000 5425.70| 0.25000 5897.50| 0.24000 5661.60
TACK COAT | | |
0086 9111.00 3106.000 kL | 1.98000 6149.88| 3.40000 10560.40| 2.07000 6429.42
WATER | | |
0087 9140.00 142.415 StaM| 120.66000 17183.79| 147.00000 20935.01| 126.16000 17967.08
JOINT SEALING - ASPHALT TO CONCRETE | | |
0088 9170.00 239.973 StaM| 314.77000 75536.30| 315.00000 75591.50| 203.30000 48786.51
EARTH SHOULDER CONSTRUCTION | | |
0089 9173.20 175473.000 m2 | 1.27000 222850.71| 1.20000 210567.60| 1.05000 184246.65
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 9179.34 64411.000 m2 | 2.13000 137195.43| 2.15000 138483.65| 1.24000 79869.64
COLD MILLING, CLASS 4 | | |
0091 9179.54 8043.000 m2 | 4.09000 32895.87| 4.25000 34182.75| 3.31000 26622.33
COLD MILLING, CLASS 4 TYPE A | | |
0092 9185.77 85.930 StaM| 97.18000 8350.68| 132.40000 11377.13| 73.83000 6344.21
RUMBLE STRIPS, CONCRETE | | |
0093 9188.50 280.000 m2 | 17.20000 4816.00| 16.00000 4480.00| 16.05000 4494.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 6,797,939.03| $ 6,120,262.73| $ 5,731,759.37
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4 CULVERTS
| | |
0094 P120.18 1.200 m | 91.00000 109.20| 98.00000 117.60| 36.82000 44.18
450 mm CULVERT PIPE, TYPE 2 | | |
0095 P120.30 6.000 m | 117.00000 702.00| 116.00000 696.00| 79.28000 475.68
750 mm CULVERT PIPE, TYPE 2 | | |
0096 P120.54 1.200 m | 453.00000 543.60| 322.00000 386.40| 240.18000 288.22
1350 mm CULVERT PIPE, TYPE 2 | | |
0097 P200.54 246.500 m | 435.65000 107387.73| 354.00000 87261.00| 327.79000 80800.24
1350 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0098 P200.60 153.500 m | 425.18000 65265.13| 38.00000 5833.00| 312.69000 47997.92
1500 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0099 P400.18 33.000 m | 59.11000 1950.63| 69.00000 2277.00| 37.17000 1226.61
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0100 P400.24 88.500 m | 76.60000 6779.10| 84.00000 7434.00| 56.21000 4974.59
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0101 P400.30 51.000 m | 145.87000 7439.37| 106.00000 5406.00| 94.49000 4818.99
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0102 P700.15 48.600 m | 50.80000 2468.88| 58.00000 2818.80| 41.91000 2036.83
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0103 P700.18 989.000 m | 58.76000 58113.64| 67.00000 66263.00| 38.09000 37671.01
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0104 P700.24 177.000 m | 97.12000 17190.24| 82.00000 14514.00| 50.03000 8855.31
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0105 P700.30 176.100 m | 100.60000 17715.66| 112.00000 19723.20| 79.85000 14061.59
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0106 P702.54 103.700 m | 251.59000 26089.88| 263.00000 27273.10| 241.47000 25040.44
1350 mm STORM SEWER PIPE, TYPE 1 | | |
0107 0030.40 LUMP| 135433.00000 135433.00| 50000.00000 50000.00| 19701.70000 19701.70
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0108 1043.50 13194.000 m2 | 0.91000 12006.54| 1.50000 19791.00| 1.47000 19395.18
RIPRAP FILTER FABRIC | | |
0109 1119.00 8.000 EACH| 95.00000 760.00| 441.00000 3528.00| 280.82000 2246.56
REMOVE INLET | | |
0110 4002.00 228.000 kg | 2.19000 499.32| 2.50000 570.00| 2.24000 510.72
CAST IRON COVER AND FRAME | | |
0111 4003.00 789.000 kg | 2.03000 1601.67| 2.30000 1814.70| 2.07000 1633.23
CAST IRON COVER, FRAME, AND FLANGE | | |
0112 4004.50 9256.000 kg | 2.51000 23232.56| 2.80000 25916.80| 2.56000 23695.36
CAST IRON GRATE AND FRAME | | |
0113 4005.00 156.000 kg | 1.55000 241.80| 2.10000 327.60| 1.58000 246.48
CAST IRON RING AND COVER | | |
0114 4012.04 1.000 EACH| 204.00000 204.00| 300.00000 300.00| 398.67000 398.67
INLET MARKER | | |
0115 4016.00 1.000 EACH| 4204.00000 4204.00| 3750.00000 3750.00| 3566.21000 3566.21
MANHOLE AT STA. 302+23.26 RT. | | |
0116 4016.01 1.000 EACH| 1951.00000 1951.00| 3600.00000 3600.00| 2170.89000 2170.89
MANHOLE AT STA. 304+88.5 LT. | | |
0117 4016.02 1.000 EACH| 4252.00000 4252.00| 2460.00000 2460.00| 4296.78000 4296.78
MANHOLE AT STA. 2210+97 LT. | | |
0118 4016.03 1.000 EACH| 3562.00000 3562.00| 1950.00000 1950.00| 3558.38000 3558.38
MANHOLE AT STA. 2211+98.67 LT. | | |
0119 4035.00 9.000 EACH| 69.00000 621.00| 250.00000 2250.00| 78.62000 707.58
REMOVE FLARED-END SECTION | | |
0120 4035.25 1.000 EACH| 197.00000 197.00| 400.00000 400.00| 78.62000 78.62
REMOVE AND SALVAGE FLARED-END SECTION | | |
0121 4040.00 10.000 EACH| 127.00000 1270.00| 300.00000 3000.00| 109.10000 1091.00
REMOVE HEADWALLS FROM CULVERTS | | |
0122 4041.00 1.000 EACH| 492.00000 492.00| 4770.00000 4770.00| 7700.15000 7700.15
CULVERT CLEANOUT AT STA. 281+09.5 | | |
0123 4044.00 1.000 EACH| 692.00000 692.00| 2800.00000 2800.00| 1829.83000 1829.83
PREPARATION OF STRUCTURE AT STA. | | |
281+09.5 | | |
0124 4044.01 1.000 EACH| 2467.00000 2467.00| 1460.00000 1460.00| 4037.24000 4037.24
PREPARATION OF STRUCTURE AT STA. | | |
284+40.55 | | |
0125 4044.02 1.000 EACH| 692.00000 692.00| 1120.00000 1120.00| 1856.58000 1856.58
PREPARATION OF STRUCTURE AT STA. 2202+84| | |
0126 4045.00 1.000 EACH| 11818.00000 11818.00| 16800.00000 16800.00| 9374.06000 9374.06
REMOVE STRUCTURE AT STA. 288+30.945 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0127 4045.01 1.000 EACH| 12072.00000 12072.00| 16800.00000 16800.00| 17790.46000 17790.46
REMOVE STRUCTURE AT STA. 308+65.23 | | |
0128 4045.02 1.000 EACH| 4702.00000 4702.00| 10080.00000 10080.00| 8833.71000 8833.71
REMOVE STRUCTURE AT STA. 311+88.424 | | |
0129 4050.01 7615.000 m3 | 0.53000 4035.95| 7.60000 57874.00| 8.69000 66174.35
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0130 4051.01 11227.000 m3 | 13.22000 148420.94| 8.20000 92061.40| 8.61000 96664.47
EXCAVATION FOR BOX CULVERTS | | |
0131 4101.06 2020.470 m3 | 261.28000 527908.40| 325.00000 656652.75| 355.38000 718034.63
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0132 4105.59 63.520 m3 | 616.20000 39141.02| 655.20000 41618.30| 1613.12000 102465.38
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0133 4107.07 8.820 m3 | 177.00000 1561.14| 336.00000 2963.52| 379.27000 3345.16
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0134 4130.06 0.080 m3 | 679.38000 54.35| 3920.00000 313.60| 380.22000 30.42
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0135 4151.00 119885.000 kg | 1.13000 135470.05| 1.70000 203804.50| 1.17000 140265.45
REINFORCING STEEL FOR BOX CULVERT | | |
0136 4155.50 2478.000 kg | 0.47000 1164.66| 2.10000 5203.80| 2.64000 6541.92
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0137 4157.00 187.000 kg | 0.47000 87.89| 2.80000 523.60| 2.63000 491.81
REINFORCING STEEL FOR COLLARS | | |
0138 4310.18 26.000 EACH| 248.49000 6460.74| 330.00000 8580.00| 278.67000 7245.42
450 mm FLARED-END SECTION | | |
0139 4310.24 8.000 EACH| 272.00000 2176.00| 350.00000 2800.00| 300.56000 2404.48
600 mm FLARED-END SECTION | | |
0140 4310.30 3.000 EACH| 309.00000 927.00| 380.00000 1140.00| 332.51000 997.53
750 mm FLARED-END SECTION | | |
0141 4310.54 1.000 EACH| 767.00000 767.00| 860.00000 860.00| 810.92000 810.92
1350 mm FLARED-END SECTION | | |
0142 4310.60 5.000 EACH| 905.00000 4525.00| 950.00000 4750.00| 890.65000 4453.25
1500 mm FLARED-END SECTION | | |
0143 4461.30 1.000 EACH| 309.00000 309.00| 110.00000 110.00| 70.60000 70.60
INSTALL 750 mm CONCRETE FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0144 4670.05 935.600 m3 | 22.60000 21144.56| 55.00000 51458.00| 76.19000 71283.36
CULVERT SANDFILL | | |
0145 4900.24 15.000 EACH| 1713.41000 25701.15| 570.00000 8550.00| 385.54000 5783.10
AREA INLET SEDIMENT FILTER | | |
0146 6104.00 280.000 Mg | 3.68000 1030.40| 16.60000 4648.00| 4.57000 1279.60
BROKEN CONCRETE RIPRAP | | |
0147 6105.01 6173.000 Mg | 19.00000 117287.00| 23.60000 145682.80| 19.06000 117657.38
ROCK RIPRAP, TYPE A | | |
0148 6105.02 8542.000 Mg | 19.00000 162298.00| 23.40000 199882.80| 19.06000 162810.52
ROCK RIPRAP, TYPE B | | |
0149 6105.03 1005.000 Mg | 21.03000 21135.15| 23.40000 23517.00| 19.07000 19165.35
ROCK RIPRAP, TYPE C | | |
SECTION TOTALS | $ 1,756,331.35| $ 1,926,485.27| $ 1,890,986.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 5 SEEDING
| | |
0150 L001.01 5.000 ha | 1734.00000 8670.00| 1700.00000 8500.00| 1699.80000 8499.00
SEEDING, TYPE A | | |
0151 L001.02 5.000 ha | 849.00000 4245.00| 900.00000 4500.00| 878.73000 4393.65
SEEDING, TYPE B | | |
0152 L020.01 17811.000 m2 | 5.14000 91548.54| 5.20000 92617.20| 5.21000 92795.31
EROSION CONTROL, TYPE A | | |
0153 L020.07 1594.000 m2 | 3.67000 5849.98| 3.80000 6057.20| 3.20000 5100.80
EROSION CONTROL, TYPE B-1 | | |
0154 L022.00 187.900 m | 2.31000 434.05| 3.00000 563.70| 5.25000 986.48
FABRIC SILT CHECKS | | |
0155 L032.75 50.000 Mg | 69.25000 3462.50| 80.00000 4000.00| 69.40000 3470.00
MULCH | | |
0156 0030.50 LUMP| 1.00000 1.00| 5000.00000 5000.00| 1388.01000 1388.01
MOBILIZATION | | |
SECTION TOTALS | $ 114,211.07| $ 121,238.10| $ 116,633.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6 BRIDGE AT STA. 302+93.714
1 SPAN PRESTRESSED/POST-TENSIONED CONCRETE GIRDER BRIDGE
| | |
0157 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0158 0030.60 LUMP| 85944.00000 85944.00| 70000.00000 70000.00| 117447.00000 117447.00
MOBILIZATION | | |
0159 3050.15 187.400 m3 | 231.89000 43456.19| 360.00000 67464.00| 245.57000 46019.82
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0160 3051.10 16286.500 kg | 1.24000 20195.26| 1.30000 21172.45| 1.69000 27524.19
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0161 6000.20 90.000 LS | 3492.00000 3492.00| 3010.00000 3010.00| 17083.20000 17083.20
PIER NO.1 EXCAVATION | | |
0162 6000.21 90.000 LS | 3492.00000 3492.00| 3010.00000 3010.00| 17083.20000 17083.20
PIER NO.2 EXCAVATION | | |
0163 6005.35 35.400 m | 99.04000 3506.02| 132.10000 4676.34| 125.99000 4460.05
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0164 6005.78 7.000 EACH| 994.00000 6958.00| 1220.00000 8540.00| 1307.93000 9155.51
EXPANSION BEARING, TFE TYPE | | |
0165 6005.83 7.000 EACH| 892.00000 6244.00| 830.00000 5810.00| 849.89000 5949.23
FIXED BEARING | | |
0166 6010.22 245.400 m3 | 307.84000 75543.94| 405.60000 99534.24| 619.27000 151968.86
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0167 6010.28 310.800 m3 | 314.83000 97849.16| 436.60000 135695.28| 619.27000 192469.12
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0168 6011.12 287.900 LS | 344353.00000 344353.00| 444000.00000 444000.00| 464449.50000 464449.50
PRECAST-PRESTRESSED/POST-TENSIONED | | |
CONCRETE SUPERSTRUCTURE AT STATION | | |
302+93.714 | | |
0169 6040.00 1.000 EACH| 28342.00000 28342.00| 69920.00000 69920.00| 42708.00000 42708.00
REMOVE STRUCTURE AT STA. 302+93.714 | | |
0170 6095.00 12.000 EACH| 987.40000 11848.80| 1067.40000 12808.80| 391.49000 4697.88
STEEL DIAPHRAGM | | |
0171 6131.50 52536.000 kg | 1.24000 65144.64| 1.40000 73550.40| 1.76000 92463.36
EPOXY COATED REINFORCING STEEL | | |
0172 6210.12 1328.500 m | 44.54000 59171.39| 56.40000 74927.40| 67.27000 89368.20
HP 250 mm X 62 kg STEEL PILING | | |
0173 6601.15 64.800 m | 13.12000 850.18| 80.00000 5184.00| 13.35000 865.08
38 mm CONDUIT IN BRIDGE | | |
0174 6614.10 2.000 EACH| 4178.00000 8356.00| 25440.00000 50880.00| 6940.05000 13880.10
TEMPORARY SUPPORTS | | |
SECTION TOTALS | $ 865,546.58| $ 1,150,982.91| $ 1,298,392.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6A BRIDGE AT STA. 302+93.714
1 SPAN PRESTRESSED/POST-TENSIONED CONCRETE GIRDER BRIDGE
| | |
0175 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0176 0030.60 LUMP| 82984.00000 82984.00| 70000.00000 70000.00| 117447.00000 117447.00
MOBILIZATION | | |
0177 3050.15 187.400 m3 | 231.89000 43456.19| 340.00000 63716.00| 245.57000 46019.82
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0178 3051.10 16286.500 kg | 1.24000 20195.26| 1.30000 21172.45| 1.69000 27524.19
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0179 6000.20 90.000 LS | 3492.00000 3492.00| 3010.00000 3010.00| 17083.20000 17083.20
PIER NO.1 EXCAVATION | | |
0180 6000.21 90.000 LS | 3492.00000 3492.00| 3010.00000 3010.00| 17083.20000 17083.20
PIER NO.2 EXCAVATION | | |
0181 6005.35 35.400 m | 99.04000 3506.02| 132.10000 4676.34| 125.99000 4460.05
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0182 6005.78 7.000 EACH| 994.00000 6958.00| 1220.00000 8540.00| 1307.93000 9155.51
EXPANSION BEARING, TFE TYPE | | |
0183 6005.83 7.000 EACH| 892.00000 6244.00| 830.00000 5810.00| 849.89000 5949.23
FIXED BEARING | | |
0184 6010.22 245.400 m3 | 307.82000 75539.03| 405.60000 99534.24| 619.27000 151968.86
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0185 6010.28 310.800 m3 | 317.48000 98672.78| 436.60000 135695.28| 619.27000 192469.12
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0186 6011.12 287.900 LS | 344352.00000 344352.00| 444000.00000 444000.00| 464449.50000 464449.50
PRECAST-PRESTRESSED/POST-TENSIONED | | |
CONCRETE SUPERSTRUCTURE AT STATION | | |
302+93.714 | | |
0187 6095.00 12.000 EACH| 987.40000 11848.80| 1070.00000 12840.00| 720.70000 8648.40
STEEL DIAPHRAGM | | |
0188 6131.50 52536.000 kg | 1.24000 65144.64| 1.40000 73550.40| 1.69000 88785.84
EPOXY COATED REINFORCING STEEL | | |
0189 6210.12 1328.500 m | 44.54000 59171.39| 56.40000 74927.40| 67.27000 89368.20
HP 250 mm X 62 kg STEEL PILING | | |
0190 6601.15 181.500 m | 13.12000 2381.28| 45.00000 8167.50| 13.35000 2423.03
38 mm CONDUIT IN BRIDGE | | |
0191 6614.10 2.000 EACH| 4178.00000 8356.00| 25440.00000 50880.00| 6940.05000 13880.10
TEMPORARY SUPPORTS | | |
SECTION TOTALS | $ 836,593.39| $ 1,080,329.61| $ 1,257,515.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6B BRIDGE AT STA. 286+20
NU-DECK SYSTEM OVER WELDED PLATE GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0192 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0193 0030.60 LUMP| 78610.00000 78610.00| 70000.00000 70000.00| 117447.00000 117447.00
MOBILIZATION | | |
0194 3050.15 174.300 m3 | 184.43000 32146.15| 195.00000 33988.50| 245.57000 42802.85
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0195 3051.10 9908.000 kg | 1.24000 12285.92| 1.40000 13871.20| 1.69000 16744.52
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0196 6000.10 42.600 LS | 2542.00000 2542.00| 2970.00000 2970.00| 8541.60000 8541.60
ABUTMENT NO.1 EXCAVATION | | |
0197 6000.11 42.600 LS | 2542.00000 2542.00| 2970.00000 2970.00| 8541.60000 8541.60
ABUTMENT NO.2 EXCAVATION | | |
0198 6000.20 40.600 LS | 5995.00000 5995.00| 3660.00000 3660.00| 17083.20000 17083.20
PIER NO.1 EXCAVATION | | |
0199 6005.35 34.580 m | 98.99000 3423.07| 130.00000 4495.40| 125.99000 4356.73
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0200 6005.83 5.000 EACH| 794.00000 3970.00| 910.00000 4550.00| 907.55000 4537.75
FIXED BEARING | | |
0201 6008.55 1039.600 m2 | 13.87000 14419.25| 22.70000 23598.92| 37.37000 38849.85
PLACING, FINISHING, AND CURING TYPE K | | |
CONCRETE OVERLAY | | |
0202 6010.22 216.400 m3 | 299.60000 64833.44| 387.60000 83876.64| 774.08000 167510.91
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0203 6010.26 16.800 m3 | 372.12000 6251.62| 500.10000 8401.68| 1067.70000 17937.36
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0204 6011.25 137.900 LS | 215292.00000 215292.00| 244050.00000 244050.00| 261586.50000 261586.50
NU-DECK PANELS | | |
0205 6016.04 67.500 m3 | 281.95000 19031.63| 335.90000 22673.25| 589.18000 39769.65
CONCRETE FOR OVERLAYS-TYPE K | | |
0206 6071.11 126166.000 LS | 209662.00000 209662.00| 238740.00000 238740.00| 308565.30000 308565.30
STEEL SUPERSTRUCTURE AT STA. 286+20 | | |
0207 6080.00 1073.000 kg | 2.75000 2950.75| 4.20000 4506.60| 4.80000 5150.40
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0208 6107.00 38.500 m2 | 76.74000 2954.49| 208.20000 8015.70| 77.84000 2996.84
CONCRETE SLOPE PROTECTION | | |
0209 6131.50 18656.000 kg | 1.41000 26304.96| 1.70000 31715.20| 1.69000 31528.64
EPOXY COATED REINFORCING STEEL | | |
0210 6139.50 74.400 m2 | 12.18000 906.19| 23.50000 1748.40| 43.78000 3257.23
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0211 6210.14 1449.100 m | 54.76000 79352.72| 61.80000 89554.38| 79.01000 114493.39
HP 310 mm X 79 kg STEEL PILING | | |
0212 6401.00 69.165 m | 98.70000 6826.59| 100.80000 6971.83| 136.67000 9452.78
PEDESTRIAN BARRIER RAIL | | |
0213 6404.00 76.855 m | 181.34000 13936.89| 175.80000 13511.11| 119.58000 9190.32
PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
0214 6601.15 80.350 m | 13.12000 1054.19| 55.00000 4419.25| 13.35000 1072.67
38 mm CONDUIT IN BRIDGE | | |
0215 8091.00 200.000 m3 | 11.88000 2376.00| 47.70000 9540.00| 29.90000 5980.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 808,466.86| $ 928,628.06| $ 1,238,197.09
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 7 GUARDRAIL
| | |
0216 0030.70 LUMP| 4155.00000 4155.00| 8000.00000 8000.00| 4228.09000 4228.09
MOBILIZATION | | |
0217 7011.20 167.640 m | 54.04000 9059.27| 55.00000 9220.20| 54.99000 9218.52
W-BEAM GUARDRAIL | | |
0218 7011.30 64.770 m | 87.08000 5640.17| 85.00000 5505.45| 88.61000 5739.27
THRIE-BEAM GUARDRAIL | | |
0219 7019.50 5.000 EACH| 14762.00000 73810.00| 15000.00000 75000.00| 15021.47000 75107.35
IMPACT ATTENUATOR | | |
0220 7020.00 4.000 EACH| 1382.00000 5528.00| 1500.00000 6000.00| 1406.69000 5626.76
BRIDGE APPROACH SECTIONS | | |
0221 7022.00 2.000 EACH| 529.00000 1058.00| 1100.00000 2200.00| 538.12000 1076.24
END ANCHORAGE ASSEMBLY | | |
0222 7022.50 2.000 EACH| 5250.00000 10500.00| 5200.00000 10400.00| 5342.77000 10685.54
BULLNOSE-3.8 m | | |
0223 7024.25 4.000 EACH| 2175.00000 8700.00| 2200.00000 8800.00| 2213.34000 8853.36
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 118,450.44| $ 125,125.65| $ 120,535.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 7B FENCING
| | |
0224 0030.71 LUMP| 1.00000 1.00| 3000.00000 3000.00| 1067.70000 1067.70
MOBILIZATION | | |
0225 7100.00 1390.000 m | 7.06000 9813.40| 7.00000 9730.00| 7.19000 9994.10
RIGHT-OF-WAY FENCE | | |
0226 7103.00 8.000 EACH| 84.00000 672.00| 85.00000 680.00| 85.42000 683.36
END POSTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0227 7104.00 8.000 EACH| 84.00000 672.00| 85.00000 680.00| 85.42000 683.36
PULL POSTS | | |
0228 7105.00 9.000 EACH| 92.00000 828.00| 100.00000 900.00| 93.96000 845.64
CORNER POSTS | | |
0229 7106.12 2.000 EACH| 331.00000 662.00| 350.00000 700.00| 336.33000 672.66
3.7 m VEHICLE GATE | | |
0230 7110.05 4711.000 m | 19.94000 93937.34| 20.00000 94220.00| 20.29000 95586.19
1.5 METER CHAIN-LINK FENCE | | |
0231 7110.08 177.000 m | 32.00000 5664.00| 32.00000 5664.00| 32.56000 5763.12
2.4 METER CHAIN-LINK FENCE | | |
0232 7115.05 20.000 EACH| 76.07000 1521.40| 75.00000 1500.00| 77.41000 1548.20
END POST FOR 1.5 METER CHAIN-LINK FENCE | | |
0233 7115.08 2.000 EACH| 121.00000 242.00| 125.00000 250.00| 122.79000 245.58
END POST FOR 2.4 METER CHAIN-LINK FENCE | | |
0234 7116.05 40.000 EACH| 83.94000 3357.60| 85.00000 3400.00| 85.42000 3416.80
CORNER POST FOR 1.5 METER CHAIN-LINK | | |
FENCE | | |
0235 7116.08 2.000 EACH| 136.00000 272.00| 150.00000 300.00| 138.80000 277.60
CORNER POST FOR 2.4 METER CHAIN-LINK | | |
FENCE | | |
0236 7117.05 29.000 EACH| 83.94000 2434.26| 85.00000 2465.00| 85.42000 2477.18
PULL POST FOR 1.5 METER CHAIN-LINK FENCE| | |
0237 7117.08 1.000 EACH| 136.00000 136.00| 150.00000 150.00| 138.80000 138.80
PULL POST FOR 2.4 METER CHAIN-LINK FENCE| | |
0238 7121.03 3.000 EACH| 467.00000 1401.00| 500.00000 1500.00| 475.13000 1425.39
3.7 METER VEHICLE GATE FOR 1.5 METER | | |
CHAIN-LINK FENCE | | |
0239 7121.20 1.000 EACH| 572.00000 572.00| 600.00000 600.00| 581.90000 581.90
3.7 METER VEHICLE GATE FOR 2.4 METER | | |
CHAIN-LINK FENCE | | |
SECTION TOTALS | $ 122,186.00| $ 125,739.00| $ 125,407.58
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 8B ELECTRICAL
| | |
0240 A001.01 30.000 EACH| 535.11000 16053.30| 550.00000 16500.00| 544.53000 16335.90
PULL BOX, TYPE PB-1 | | |
0241 A001.02 11.000 EACH| 403.95000 4443.45| 525.00000 5775.00| 411.06000 4521.66
PULL BOX, TYPE PB-1A | | |
0242 A001.03 3.000 EACH| 561.00000 1683.00| 850.00000 2550.00| 571.22000 1713.66
PULL BOX, TYPE PB-1B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0243 A001.06 2.000 EACH| 672.00000 1344.00| 750.00000 1500.00| 683.33000 1366.66
PULL BOX, TYPE PB-2A | | |
0244 A001.12 8.000 EACH| 351.00000 2808.00| 550.00000 4400.00| 357.68000 2861.44
PULL BOX, TYPE PB-5 | | |
0245 A001.16 8.000 EACH| 446.00000 3568.00| 600.00000 4800.00| 453.77000 3630.16
PULL BOX, TYPE PB-6 | | |
0246 A004.00 18.000 EACH| 755.44000 13597.92| 830.00000 14940.00| 768.74000 13837.32
TRAFFIC SIGNAL, TYPE TS-1 | | |
0247 A004.10 4.000 EACH| 609.00000 2436.00| 870.00000 3480.00| 619.27000 2477.08
TRAFFIC SIGNAL, TYPE TS-1A | | |
0248 A004.20 4.000 EACH| 719.00000 2876.00| 790.00000 3160.00| 731.37000 2925.48
TRAFFIC SIGNAL, TYPE TS-1L | | |
0249 A006.15 8.000 EACH| 493.00000 3944.00| 520.00000 4160.00| 501.82000 4014.56
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0250 A006.70 4.000 EACH| 115.00000 460.00| 120.00000 480.00| 117.45000 469.80
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0251 A006.83 2.000 EACH| 467.00000 934.00| 680.00000 1360.00| 475.13000 950.26
PEDESTAL POLE, TYPE PP-3.7 | | |
0252 A006.93 2.000 EACH| 152.00000 304.00| 260.00000 520.00| 154.82000 309.64
VEHICLE DETECTOR, TYPE C PREFORMED | | |
0253 A006.98 32.000 EACH| 131.15000 4196.80| 180.00000 5760.00| 133.46000 4270.72
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0254 A007.00 41.000 EACH| 136.40000 5592.40| 200.00000 8200.00| 138.80000 5690.80
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0255 A007.08 2.000 EACH| 420.00000 840.00| 550.00000 1100.00| 427.08000 854.16
VEHICLE DETECTOR, TYPE TD-3 | | |
0256 A008.76 1.000 EACH| 1894.00000 1894.00| 1800.00000 1800.00| 1927.20000 1927.20
STREET LIGHTING UNIT, TYPE | | |
SL-S-12.2-1.2-0.20 | | |
0257 A008.89 14.000 EACH| 2114.19000 29598.66| 2100.00000 29400.00| 2151.42000 30119.88
STREET LIGHTING UNIT, TYPE | | |
SL-S-12.2-0.3 & 0.3-0.20 | | |
0258 A009.16 46.000 EACH| 1432.19000 65880.74| 2200.00000 101200.00| 1457.41000 67040.86
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.20 | | |
0259 A010.59 6.000 EACH| 588.00000 3528.00| 800.00000 4800.00| 597.91000 3587.46
UNDERDECK LUMINAIRE, TYPE UD-200 | | |
0260 A010.60 2.000 EACH| 588.00000 1176.00| 900.00000 1800.00| 597.91000 1195.82
UNDERDECK LUMINAIRE, TYPE UD-100 | | |
0261 A012.05 1.000 EACH| 9102.00000 9102.00| 9600.00000 9600.00| 9262.30000 9262.30
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-14-3.7 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0262 A012.60 1.000 EACH| 9427.00000 9427.00| 9800.00000 9800.00| 9593.28000 9593.28
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-15.5-3.7 | | |
0263 A012.95 2.000 EACH| 11935.00000 23870.00| 11200.00000 22400.00| 12145.09000 24290.18
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-20-3.7 | | |
0264 A020.30 10.000 EACH| 1637.00000 16370.00| 1800.00000 18000.00| 1665.61000 16656.10
LIGHTING CONTROL CENTER, TYPE R | | |
0265 A070.10 2911.000 m | 7.34000 21366.74| 10.00000 29110.00| 7.47000 21745.17
38 mm CONDUIT IN TRENCH | | |
0266 A070.14 1009.000 m | 7.66000 7728.94| 12.50000 12612.50| 7.79000 7860.11
50 mm CONDUIT IN TRENCH | | |
0267 A070.18 26.000 m | 13.12000 341.12| 20.00000 520.00| 13.35000 347.10
75 mm CONDUIT IN TRENCH | | |
0268 A072.10 588.000 m | 11.02000 6479.76| 15.00000 8820.00| 11.21000 6591.48
38 mm CONDUIT UNDER ROADWAY | | |
0269 A072.14 172.000 m | 13.64000 2346.08| 17.00000 2924.00| 13.88000 2387.36
50 mm CONDUIT UNDER ROADWAY | | |
0270 A072.18 220.000 m | 17.84000 3924.80| 22.00000 4840.00| 18.15000 3993.00
75 mm CONDUIT UNDER ROADWAY | | |
0271 A077.12 183.000 m | 2.26000 413.58| 2.60000 475.80| 2.30000 420.90
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0272 A077.15 758.000 m | 2.52000 1910.16| 2.90000 2198.20| 2.56000 1940.48
5/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0273 A077.17 1204.000 m | 4.83000 5815.32| 3.60000 4334.40| 4.91000 5911.64
7/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0274 A077.22 183.000 m | 5.82000 1065.06| 5.40000 988.20| 5.93000 1085.19
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0275 A079.01 1423.000 m | 2.20000 3130.60| 3.00000 4269.00| 2.24000 3187.52
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0276 A079.07 484.000 m | 2.31000 1118.04| 4.60000 2226.40| 2.35000 1137.40
OPTICAL DETECTOR CABLE | | |
0277 A079.50 1363.000 m | 2.41000 3284.83| 2.10000 2862.30| 2.46000 3352.98
GROUNDING CONDUCTOR | | |
0278 A079.55 216.000 m | 3.31000 714.96| 2.80000 604.80| 3.36000 725.76
SERVICE CABLE | | |
0279 A080.22 4530.000 m | 2.26000 10237.80| 2.20000 9966.00| 2.30000 10419.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0280 A080.24 9060.000 m | 2.62000 23737.20| 2.30000 20838.00| 2.67000 24190.20
STREET LIGHTING CABLE, NO. 6 USE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0281 A500.20 2.000 EACH| 992.00000 1984.00| 2800.00000 5600.00| 1008.98000 2017.96
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0282 A630.03 2.000 EACH| 136.00000 272.00| 450.00000 900.00| 138.80000 277.60
REMOVE PEDESTAL POLE | | |
0283 A630.20 3.000 EACH| 68.00000 204.00| 160.00000 480.00| 69.40000 208.20
REMOVE PULL BOX | | |
0284 A700.20 22.000 EACH| 682.00000 15004.00| 630.00000 13860.00| 694.01000 15268.22
RELOCATE STREET LIGHTING UNIT | | |
0285 A780.05 1.000 EACH| 4596.00000 4596.00| 2900.00000 2900.00| 4676.53000 4676.53
TEMPORARY LIGHTING SYSTEM AT STA. 305+25| | |
0286 A780.10 1.000 EACH| 5362.00000 5362.00| 6500.00000 6500.00| 5455.95000 5455.95
CROSSOVER LIGHTING SYSTEM AT STA. 279+88| | |
0287 A780.11 1.000 EACH| 5257.00000 5257.00| 6500.00000 6500.00| 5349.18000 5349.18
CROSSOVER LIGHTING SYSTEM AT STA. 292+26| | |
0288 A800.51 1000.000 DAY | 10.23000 10230.00| 3.15000 3150.00| 10.41000 10410.00
OPERATION & MAINTENANCE OF CROSSOVER | | |
LIGHTING SYSTEM AT STA. 279+88 | | |
0289 A800.53 735.000 DAY | 10.23000 7519.05| 3.15000 2315.25| 10.41000 7651.35
OPERATION & MAINTENANCE OF CROSSOVER | | |
LIGHTING SYSTEM AT STA. 292+26 | | |
0290 A800.56 660.000 DAY | 10.23000 6751.80| 2.10000 1386.00| 10.41000 6870.60
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 305+25 | | |
0291 A800.70 1020.000 DAY | 11.54000 11770.80| 8.40000 8568.00| 11.74000 11974.80
MAINTENANCE OF LIGHTING UNITS | | |
0292 0003.75 1.000 EACH| 20182.00000 20182.00| 15700.00000 15700.00| 20537.21000 20537.21
TEMPORARY TRAFFIC SIGNAL PHASE 2 | | |
0293 0003.76 1.000 EACH| 20670.00000 20670.00| 19500.00000 19500.00| 21033.69000 21033.69
TEMPORARY TRAFFIC SIGNAL PHASE 3 & 4 | | |
0294 0030.81 LUMP| 8236.00000 8236.00| 30000.00000 30000.00| 29735.45000 29735.45
MOBILIZATION | | |
SECTION TOTALS | $ 437,580.91| $ 502,433.85| $ 466,664.41
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 8C SIGNING
| | |
0295 A010.08 16.000 EACH| 708.23000 11331.68| 840.00000 13440.00| 720.70000 11531.20
LUMINAIRE, TYPE HPS-150 | | |
0296 0030.82 LUMP| 9679.00000 9679.00| 25000.00000 25000.00| 9849.53000 9849.53
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0297 7312.00 1.000 EACH| 9852.00000 9852.00| 9500.00000 9500.00| 10025.70000 10025.70
OVERHEAD SIGN SUPPORT, LOCATION 3 | | |
0298 7312.01 1.000 EACH| 35464.00000 35464.00| 35000.00000 35000.00| 36088.26000 36088.26
OVERHEAD SIGN SUPPORT, LOCATION 6 | | |
0299 7312.02 1.000 EACH| 38139.00000 38139.00| 38000.00000 38000.00| 38810.90000 38810.90
OVERHEAD SIGN SUPPORT, LOCATION 8 | | |
0300 7312.03 1.000 EACH| 49781.00000 49781.00| 49000.00000 49000.00| 50657.03000 50657.03
OVERHEAD SIGN SUPPORT, LOCATION 10 | | |
0301 7312.04 1.000 EACH| 41277.00000 41277.00| 41000.00000 41000.00| 42003.32000 42003.32
OVERHEAD SIGN SUPPORT, LOCATION 11 | | |
0302 7312.05 1.000 EACH| 38585.00000 38585.00| 38000.00000 38000.00| 39264.67000 39264.67
OVERHEAD SIGN SUPPORT, LOCATION 13 | | |
0303 7312.06 1.000 EACH| 53615.00000 53615.00| 53000.00000 53000.00| 54559.47000 54559.47
OVERHEAD SIGN SUPPORT, LOCATION 15 | | |
0304 7322.01 204.840 m2 | 139.02000 28476.86| 135.00000 27653.40| 141.47000 28978.71
TYPE B SIGN | | |
0305 7340.00 1661.000 kg | 5.25000 8720.25| 5.25000 8720.25| 5.34000 8869.74
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
0306 7360.24 18.000 EACH| 309.52000 5571.36| 310.00000 5580.00| 314.97000 5669.46
600 mm SIGN SUPPORT FOOTING | | |
SECTION TOTALS | $ 330,492.15| $ 343,893.65| $ 336,307.99
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0307 0001.08 120575.000 BDAY| 0.20000 24115.00| 0.50000 60287.50| 0.20000 24115.00
BARRICADE, TYPE II | | |
0308 0001.10 24889.000 BDAY| 1.67000 41564.63| 1.60000 39822.40| 1.70000 42311.30
BARRICADE, TYPE III | | |
0309 0001.30 6120.000 LDAY| 0.79000 4834.80| 1.00000 6120.00| 0.80000 4896.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0310 0001.75 360.000 EACH| 6.30000 2268.00| 6.50000 2340.00| 6.41000 2307.60
TEMPORARY SIGN DAY | | |
0311 0001.90 76390.000 EACH| 0.21000 16041.90| 0.25000 19097.50| 0.21000 16041.90
SIGN DAY | | |
0312 0002.30 11600.000 m | 0.50000 5800.00| 0.55000 6380.00| 0.51000 5916.00
PAVEMENT MARKING REMOVAL | | |
0313 0002.38 17600.000 m | 0.31000 5456.00| 0.35000 6160.00| 0.32000 5632.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0314 0002.97 2060.000 DAY | 11.12000 22907.20| 12.00000 24720.00| 11.32000 23319.20
FLASHING ARROW PANEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1416
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0315 0003.10 30.000 DAY | 359.51000 10785.30| 210.20000 6306.00| 331.41000 9942.30
FLAGGING | | |
0316 0003.50 580.000 m | 182.59000 105902.20| 189.70000 110026.00| 165.63000 96065.40
CONCRETE PROTECTION BARRIER | | |
0317 0010.04 1.000 EACH| 1355.00000 1355.00| 5360.00000 5360.00| 8392.12000 8392.12
FIELD OFFICE | | |
0318 0030.00 LUMP| 12591.00000 12591.00| 15000.00000 15000.00| 12812.40000 12812.40
MOBILIZATION | | |
0319 7019.64 4.000 EACH| 8394.00000 33576.00| 8500.00000 34000.00| 8541.60000 34166.40
TEMPORARY IMPACT ATTENUATOR | | |
0320 9110.01 100.000 HOUR| 104.92000 10492.00| 108.00000 10800.00| 156.34000 15634.00
RENTAL OF LOADER, FULLY OPERATED | | |
0321 9110.03 100.000 HOUR| 78.69000 7869.00| 91.20000 9120.00| 81.60000 8160.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0322 9110.06 100.000 HOUR| 104.92000 10492.00| 113.60000 11360.00| 129.65000 12965.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0323 9110.07 100.000 HOUR| 83.94000 8394.00| 102.40000 10240.00| 94.42000 9442.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 324,444.03| $ 377,139.40| $ 332,118.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 18,371,814.41| $ 18,621,255.77| $ 19,088,266.64
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L001.01 10.000 ha | 1800.00000 18000.00| 1592.00000 15920.00|
SEEDING, TYPE A | | |
0002 L006.00 18.000 ha | 200.00000 3600.00| 186.00000 3348.00|
COVER CROP SEEDING | | |
0003 L020.00 592.000 m2 | 1.50000 888.00| 1.50000 888.00|
EROSION CONTROL | | |
0004 L020.01 10933.000 m2 | 5.40000 59038.20| 4.88000 53353.04|
EROSION CONTROL, TYPE A | | |
0005 L020.08 9711.000 m2 | 5.50000 53410.50| 4.88000 47389.68|
EROSION CONTROL, TYPE AA | | |
0006 L020.09 659.000 m2 | 10.00000 6590.00| 11.90000 7842.10|
EROSION CONTROL, TYPE AAA | | |
0007 L020.10 6752.000 m2 | 1.70000 11478.40| 1.60000 10803.20|
EROSION CONTROL, TYPE HV | | |
0008 L021.01 413.000 BALE| 16.50000 6814.50| 13.00000 5369.00|
EROSION CHECKS, TYPE A | | |
0009 L021.06 105.000 BALE| 14.00000 1470.00| 11.00000 1155.00|
EROSION CHECKS, TYPE HV | | |
0010 L021.11 77.000 BALE| 16.50000 1270.50| 17.00000 1309.00|
EROSION CHECKS, TYPE ST-A | | |
0011 L021.15 42.000 BALE| 16.50000 693.00| 15.00000 630.00|
EROSION CHECKS, TYPE ST-HV | | |
0012 L021.21 469.000 BALE| 17.00000 7973.00| 13.00000 6097.00|
EROSION CHECKS, TYPE AA | | |
0013 L022.11 3822.000 m | 6.50000 24843.00| 6.56000 25072.32|
FABRIC SILT FENCE-LOW POROSITY | | |
0014 L022.13 272.000 m | 7.00000 1904.00| 8.20000 2230.40|
FABRIC SILT FENCE-LOW PROFILE HIGH | | |
POROSITY | | |
0015 L022.14 156.800 m | 8.00000 1254.40| 8.20000 1285.76|
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0016 L022.75 784.000 m | 14.00000 10976.00| 13.00000 10192.00|
TEMPORARY SILT CHECK | | |
0017 L032.75 50.000 Mg | 73.00000 3650.00| 65.00000 3250.00|
MULCH | | |
0018 0030.10 LUMP| 150000.00000 150000.00| 42560.00000 42560.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 23
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1000.00 88.000 EACH| 220.00000 19360.00| 200.00000 17600.00|
LARGE TREE REMOVAL | | |
0020 1009.00 LUMP| 250000.00000 250000.00| 50000.00000 50000.00|
GENERAL CLEARING AND GRUBBING | | |
0021 1010.00 566625.000 m3 | 3.30000 1869862.50| 3.25000 1841531.25|
EXCAVATION | | |
0022 1010.01 15111.000 m3 | 3.30000 49866.30| 3.00000 45333.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0023 1010.10 154889.000 m3 | 3.30000 511133.70| 3.00000 464667.00|
EXCAVATION, BORROW | | |
0024 1011.00 14430.000 kL | 2.10000 30303.00| 2.00000 28860.00|
WATER | | |
0025 1012.00 120.000 EACH| 66.00000 7920.00| 60.00000 7200.00|
RIGHT-OF-WAY MARKERS | | |
0026 1101.25 55.900 m | 8.20000 458.38| 8.20000 458.38|
SAWING PAVEMENT | | |
0027 1102.00 26854.000 m2 | 3.30000 88618.20| 3.00000 80562.00|
REMOVE ASPHALT SURFACE | | |
0028 1122.01 304.000 m2 | 4.40000 1337.60| 4.00000 1216.00|
REMOVE CONCRETE MEDIAN SURFACING | | |
0029 1124.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00|
REMOVE BUILDING AT STA. 287+25.3 LT. | | |
0030 1124.01 1.000 EACH| 100.00000 100.00| 100.00000 100.00|
REMOVE BUILDING AT STA. 287+49.3 LT. | | |
0031 1124.02 1.000 EACH| 100.00000 100.00| 100.00000 100.00|
REMOVE BUILDING AT STA. 287+51.7 LT. | | |
0032 1124.03 1.000 EACH| 100.00000 100.00| 100.00000 100.00|
REMOVE BUILDING AT STA. 287+63 LT. | | |
0033 1124.04 1.000 EACH| 100.00000 100.00| 100.00000 100.00|
REMOVE BUILDING AT STA. 287+72.4 LT. | | |
0034 1124.05 1.000 EACH| 100.00000 100.00| 100.00000 100.00|
REMOVE BUILDING AT STA. 287+92.4 LT. | | |
0035 1125.00 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00|
CLEAR TRACT AT STA. 287+20 TO STA. | | |
288+05 LT. | | |
0036 1125.01 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00|
CLEAR TRACT AT STA. 294+86.93 TO STA. | | |
296+39.37 LT. | | |
0037 1125.02 1.000 EACH| 1200.00000 1200.00| 800.00000 800.00|
CLEAR TRACT AT STA. 297+90.44 TO STA. | | |
298+75.97 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 24
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 1128.50 871.000 m2 | 4.00000 3484.00| 3.50000 3048.50|
REMOVE SLAB | | |
0039 3275.20 65591.000 m2 | 5.40000 354191.40| 4.73000 310245.43|
CRUSH CONCRETE PAVEMENT | | |
0040 7017.00 202.900 m | 6.00000 1217.40| 5.00000 1014.50|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 3,556,905.98| $ 3,094,330.56|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALLS
| | |
0041 0030.10 LUMP| 90000.00000 90000.00| 75000.00000 75000.00|
MOBILIZATION | | |
0042 4095.00 6720.000 m2 | 128.00000 860160.00| 165.43000 1111689.60|
CONCRETE FACE PANELS | | |
0043 4095.10 1154.900 m | 61.00000 70448.90| 38.00000 43886.20|
CONCRETE LEVELING PADS | | |
0044 4095.20 1157.200 m | 223.00000 258055.60| 650.00000 752180.00|
COPING | | |
0045 4350.18 226.000 m | 31.00000 7006.00| 43.00000 9718.00|
450 mm CORRUGATED METAL PIPE | | |
0046 4350.21 183.000 m | 35.00000 6405.00| 49.60000 9076.80|
525 mm CORRUGATED METAL PIPE | | |
0047 8024.75 29959.000 m3 | 17.00000 509303.00| 13.95000 417928.05|
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 1,801,378.50| $ 2,419,478.65|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 1B RETAINING WALL
| | |
0048 0030.10 LUMP| 75000.00000 75000.00| 25000.00000 25000.00|
MOBILIZATION | | |
0049 4095.20 131.000 m | 920.00000 120520.00| 650.00000 85150.00|
COPING | | |
0050 6310.00 2017.000 m2 | 433.00000 873361.00| 455.00000 917735.00|
STEEL SHEET PILING | | |
SECTION TOTALS | $ 1,068,881.00| $ 1,027,885.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 3 CONCRETE PAVEMENT
| | |
0051 A069.15 786.550 m | 12.00000 9438.60| 11.00000 8652.05|
38 mm CONDUIT IN MEDIAN BARRIER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 25
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 0030.30 LUMP| 330000.00000 330000.00| 775000.00000 775000.00|
MOBILIZATION | | |
0053 1020.01 9.000 EACH| 22.00000 198.00| 20.00000 180.00|
DELINEATOR, TYPE I | | |
0054 1020.02 9.000 EACH| 24.00000 216.00| 22.00000 198.00|
DELINEATOR, TYPE II | | |
0055 1020.03 23.000 EACH| 26.00000 598.00| 24.00000 552.00|
DELINEATOR, TYPE III | | |
0056 1020.06 342.000 EACH| 22.00000 7524.00| 20.00000 6840.00|
FLEXIBLE POST DELINEATOR | | |
0057 1020.20 12.000 EACH| 33.00000 396.00| 30.00000 360.00|
INSTALL CHEVRONS | | |
0058 3013.13 888.665 m | 105.00000 93309.83| 116.00000 103085.14|
CONCRETE CLASS 47BD-30 BARRIER CURB | | |
0059 3013.25 4.000 EACH| 975.00000 3900.00| 2354.00000 9416.00|
CONCRETE CLASS 47BD-30 BARRIER TERMINAL | | |
SECTION | | |
0060 3016.21 170.000 m2 | 33.00000 5610.00| 32.71000 5560.70|
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0061 3017.40 2649.000 m2 | 34.00000 90066.00| 27.22000 72105.78|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0062 3025.00 786.550 m | 135.00000 106184.25| 136.50000 107364.08|
CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | |
0063 3075.32 1179.000 m2 | 30.00000 35370.00| 36.67000 43233.93|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0064 3075.46 21998.000 m2 | 34.00000 747932.00| 39.30000 864521.40|
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0065 3075.52 2266.000 m2 | 41.00000 92906.00| 41.40000 93812.40|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0066 3075.56 92061.000 m2 | 33.50000 3084043.50| 39.52000 3638250.72|
255 mm DOWELED CONCRETE PAVMENT, CLASS | | |
47B-25 | | |
0067 3300.50 6.294 LS | 15000.00000 15000.00| 20000.00000 20000.00|
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0068 3300.65 59.000 EACH| 81.00000 4779.00| 70.00000 4130.00|
CONCRETE PAVEMENT THICKNESS CORE | | |
0069 4024.70 2.000 EACH| 1700.00000 3400.00| 1500.00000 3000.00|
CONCRETE FLUME, TYPE I | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 26
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 4763.26 7.000 EACH| 140.00000 980.00| 500.00000 3500.00|
UNDERDRAIN HEADWALL | | |
0071 4764.34 40.000 m | 15.40000 616.00| 30.00000 1200.00|
100 mm NONPERFORATED PIPE UNDERDRAIN | | |
0072 4764.35 2014.000 m | 13.50000 27189.00| 24.60000 49544.40|
100 mm PERFORATED PIPE UNDERDRAIN | | |
0073 4900.56 3.000 EACH| 540.00000 1620.00| 750.00000 2250.00|
ADJUST MONITORING WELL TO GRADE | | |
0074 7550.03 12000.000 m | 1.30000 15600.00| 1.70000 20400.00|
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0075 7550.04 15000.000 m | 1.30000 19500.00| 1.70000 25500.00|
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0076 7550.12 600.000 m | 5.50000 3300.00| 6.00000 3600.00|
300 mm WHITE EPOXY PAVEMENT MARKING | | |
0077 8029.10 109949.000 m2 | 5.00000 549745.00| 6.59000 724563.91|
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0078 8029.84 14355.000 m2 | 3.30000 47371.50| 4.59000 65889.45|
BITUMINOUS FOUNDATION COURSE 100 mm | | |
0079 8032.04 14355.000 m2 | 2.80000 40194.00| 3.87000 55553.85|
CRUSHED CONCRETE FOUNDATION COURSE 100 | | |
mm | | |
0080 8060.05 105.000 EACH| 90.00000 9450.00| 150.00000 15750.00|
GRANULAR SUBDRAIN | | |
0081 9005.23 6090.000 Mg | 25.00000 152250.00| 22.20000 135198.00|
ASPHALTIC CONCRETE, TYPE SPS | | |
0082 9005.45 19290.000 Mg | 32.00000 617280.00| 28.80000 555552.00|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0083 9021.03 328.860 Mg | 210.00000 69060.60| 203.00000 66758.58|
PERFORMANCE GRADED BINDER (58-28) | | |
0084 9021.08 1041.660 Mg | 265.00000 276039.90| 255.25000 265883.72|
PERFORMANCE GRADED BINDER (64-28) | | |
0085 9053.00 23590.000 L | 0.30000 7077.00| 0.22000 5189.80|
TACK COAT | | |
0086 9111.00 3106.000 kL | 3.00000 9318.00| 2.50000 7765.00|
WATER | | |
0087 9140.00 142.415 StaM| 140.00000 19938.10| 135.00000 19226.03|
JOINT SEALING - ASPHALT TO CONCRETE | | |
0088 9170.00 239.973 StaM| 300.00000 71991.90| 300.00000 71991.90|
EARTH SHOULDER CONSTRUCTION | | |
0089 9173.20 175473.000 m2 | 2.00000 350946.00| 1.50000 263209.50|
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 27
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 9179.34 64411.000 m2 | 2.25000 144924.75| 2.03000 130754.33|
COLD MILLING, CLASS 4 | | |
0091 9179.54 8043.000 m2 | 4.30000 34584.90| 3.90000 31367.70|
COLD MILLING, CLASS 4 TYPE A | | |
0092 9185.77 85.930 StaM| 100.00000 8593.00| 120.00000 10311.60|
RUMBLE STRIPS, CONCRETE | | |
0093 9188.50 280.000 m2 | 24.00000 6720.00| 15.00000 4200.00|
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 7,115,160.83| $ 8,291,421.97|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4 CULVERTS
| | |
0094 P120.18 1.200 m | 80.00000 96.00| 75.00000 90.00|
450 mm CULVERT PIPE, TYPE 2 | | |
0095 P120.30 6.000 m | 125.00000 750.00| 133.00000 798.00|
750 mm CULVERT PIPE, TYPE 2 | | |
0096 P120.54 1.200 m | 310.00000 372.00| 321.00000 385.20|
1350 mm CULVERT PIPE, TYPE 2 | | |
0097 P200.54 246.500 m | 390.00000 96135.00| 413.00000 101804.50|
1350 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0098 P200.60 153.500 m | 410.00000 62935.00| 388.00000 59558.00|
1500 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0099 P400.18 33.000 m | 80.00000 2640.00| 75.00000 2475.00|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0100 P400.24 88.500 m | 105.00000 9292.50| 102.00000 9027.00|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0101 P400.30 51.000 m | 145.00000 7395.00| 133.00000 6783.00|
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0102 P700.15 48.600 m | 83.00000 4033.80| 66.00000 3207.60|
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0103 P700.18 989.000 m | 85.00000 84065.00| 77.00000 76153.00|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0104 P700.24 177.000 m | 108.00000 19116.00| 103.00000 18231.00|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0105 P700.30 176.100 m | 135.00000 23773.50| 134.00000 23597.40|
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0106 P702.54 103.700 m | 320.00000 33184.00| 315.00000 32665.50|
1350 mm STORM SEWER PIPE, TYPE 1 | | |
0107 0030.40 LUMP| 175000.00000 175000.00| 60000.00000 60000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 28
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0108 1043.50 13194.000 m2 | 2.20000 29026.80| 1.50000 19791.00|
RIPRAP FILTER FABRIC | | |
0109 1119.00 8.000 EACH| 290.00000 2320.00| 160.00000 1280.00|
REMOVE INLET | | |
0110 4002.00 228.000 kg | 3.00000 684.00| 3.20000 729.60|
CAST IRON COVER AND FRAME | | |
0111 4003.00 789.000 kg | 3.00000 2367.00| 2.90000 2288.10|
CAST IRON COVER, FRAME, AND FLANGE | | |
0112 4004.50 9256.000 kg | 3.00000 27768.00| 3.60000 33321.60|
CAST IRON GRATE AND FRAME | | |
0113 4005.00 156.000 kg | 2.00000 312.00| 2.30000 358.80|
CAST IRON RING AND COVER | | |
0114 4012.04 1.000 EACH| 44.00000 44.00| 141.20000 141.20|
INLET MARKER | | |
0115 4016.00 1.000 EACH| 4700.00000 4700.00| 9910.00000 9910.00|
MANHOLE AT STA. 302+23.26 RT. | | |
0116 4016.01 1.000 EACH| 2800.00000 2800.00| 5700.00000 5700.00|
MANHOLE AT STA. 304+88.5 LT. | | |
0117 4016.02 1.000 EACH| 3350.00000 3350.00| 3810.00000 3810.00|
MANHOLE AT STA. 2210+97 LT. | | |
0118 4016.03 1.000 EACH| 3075.00000 3075.00| 3070.00000 3070.00|
MANHOLE AT STA. 2211+98.67 LT. | | |
0119 4035.00 9.000 EACH| 115.00000 1035.00| 70.00000 630.00|
REMOVE FLARED-END SECTION | | |
0120 4035.25 1.000 EACH| 360.00000 360.00| 150.00000 150.00|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0121 4040.00 10.000 EACH| 480.00000 4800.00| 150.00000 1500.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0122 4041.00 1.000 EACH| 5000.00000 5000.00| 3990.00000 3990.00|
CULVERT CLEANOUT AT STA. 281+09.5 | | |
0123 4044.00 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00|
PREPARATION OF STRUCTURE AT STA. | | |
281+09.5 | | |
0124 4044.01 1.000 EACH| 6000.00000 6000.00| 1300.00000 1300.00|
PREPARATION OF STRUCTURE AT STA. | | |
284+40.55 | | |
0125 4044.02 1.000 EACH| 4500.00000 4500.00| 1000.00000 1000.00|
PREPARATION OF STRUCTURE AT STA. 2202+84| | |
0126 4045.00 1.000 EACH| 20000.00000 20000.00| 15000.00000 15000.00|
REMOVE STRUCTURE AT STA. 288+30.945 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 29
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0127 4045.01 1.000 EACH| 17000.00000 17000.00| 15000.00000 15000.00|
REMOVE STRUCTURE AT STA. 308+65.23 | | |
0128 4045.02 1.000 EACH| 10000.00000 10000.00| 9000.00000 9000.00|
REMOVE STRUCTURE AT STA. 311+88.424 | | |
0129 4050.01 7615.000 m3 | 6.00000 45690.00| 5.00000 38075.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0130 4051.01 11227.000 m3 | 16.00000 179632.00| 6.50000 72975.50|
EXCAVATION FOR BOX CULVERTS | | |
0131 4101.06 2020.470 m3 | 450.00000 909211.50| 307.00000 620284.29|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0132 4105.59 63.520 m3 | 1330.00000 84481.60| 543.00000 34491.36|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0133 4107.07 8.820 m3 | 460.00000 4057.20| 643.00000 5671.26|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0134 4130.06 0.080 m3 | 570.00000 45.60| 643.00000 51.44|
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | |
CULVERT PLUG | | |
0135 4151.00 119885.000 kg | 1.50000 179827.50| 1.12000 134271.20|
REINFORCING STEEL FOR BOX CULVERT | | |
0136 4155.50 2478.000 kg | 2.00000 4956.00| 1.40000 3469.20|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0137 4157.00 187.000 kg | 3.00000 561.00| 1.50000 280.50|
REINFORCING STEEL FOR COLLARS | | |
0138 4310.18 26.000 EACH| 240.00000 6240.00| 369.00000 9594.00|
450 mm FLARED-END SECTION | | |
0139 4310.24 8.000 EACH| 260.00000 2080.00| 403.00000 3224.00|
600 mm FLARED-END SECTION | | |
0140 4310.30 3.000 EACH| 330.00000 990.00| 452.00000 1356.00|
750 mm FLARED-END SECTION | | |
0141 4310.54 1.000 EACH| 560.00000 560.00| 1086.00000 1086.00|
1350 mm FLARED-END SECTION | | |
0142 4310.60 5.000 EACH| 1200.00000 6000.00| 1201.00000 6005.00|
1500 mm FLARED-END SECTION | | |
0143 4461.30 1.000 EACH| 315.00000 315.00| 100.00000 100.00|
INSTALL 750 mm CONCRETE FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 30
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0144 4670.05 935.600 m3 | 25.00000 23390.00| 80.00000 74848.00|
CULVERT SANDFILL | | |
0145 4900.24 15.000 EACH| 370.00000 5550.00| 523.00000 7845.00|
AREA INLET SEDIMENT FILTER | | |
0146 6104.00 280.000 Mg | 18.00000 5040.00| 12.00000 3360.00|
BROKEN CONCRETE RIPRAP | | |
0147 6105.01 6173.000 Mg | 24.00000 148152.00| 28.00000 172844.00|
ROCK RIPRAP, TYPE A | | |
0148 6105.02 8542.000 Mg | 24.00000 205008.00| 29.00000 247718.00|
ROCK RIPRAP, TYPE B | | |
0149 6105.03 1005.000 Mg | 31.00000 31155.00| 32.00000 32160.00|
ROCK RIPRAP, TYPE C | | |
SECTION TOTALS | $ 2,509,372.00| $ 1,994,955.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 5 SEEDING
| | |
0150 L001.01 5.000 ha | 1800.00000 9000.00| 1592.00000 7960.00|
SEEDING, TYPE A | | |
0151 L001.02 5.000 ha | 880.00000 4400.00| 823.00000 4115.00|
SEEDING, TYPE B | | |
0152 L020.01 17811.000 m2 | 5.40000 96179.40| 4.88000 86917.68|
EROSION CONTROL, TYPE A | | |
0153 L020.07 1594.000 m2 | 4.00000 6376.00| 3.00000 4782.00|
EROSION CONTROL, TYPE B-1 | | |
0154 L022.00 187.900 m | 2.40000 450.96| 4.92000 924.47|
FABRIC SILT CHECKS | | |
0155 L032.75 50.000 Mg | 70.00000 3500.00| 65.00000 3250.00|
MULCH | | |
0156 0030.50 LUMP| 1000.00000 1000.00| 1300.00000 1300.00|
MOBILIZATION | | |
SECTION TOTALS | $ 120,906.36| $ 109,249.15|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6 BRIDGE AT STA. 302+93.714
1 SPAN PRESTRESSED/POST-TENSIONED CONCRETE GIRDER BRIDGE
| | |
0157 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0158 0030.60 LUMP| 55000.00000 55000.00| 110000.00000 110000.00|
MOBILIZATION | | |
0159 3050.15 187.400 m3 | 318.00000 59593.20| 230.00000 43102.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 31
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0160 3051.10 16286.500 kg | 1.40000 22801.10| 1.58000 25732.67|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0161 6000.20 90.000 LS | 6000.00000 6000.00| 16000.00000 16000.00|
PIER NO.1 EXCAVATION | | |
0162 6000.21 90.000 LS | 6000.00000 6000.00| 16000.00000 16000.00|
PIER NO.2 EXCAVATION | | |
0163 6005.35 35.400 m | 111.00000 3929.40| 118.00000 4177.20|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0164 6005.78 7.000 EACH| 1000.00000 7000.00| 1225.00000 8575.00|
EXPANSION BEARING, TFE TYPE | | |
0165 6005.83 7.000 EACH| 740.00000 5180.00| 796.00000 5572.00|
FIXED BEARING | | |
0166 6010.22 245.400 m3 | 560.00000 137424.00| 580.00000 142332.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0167 6010.28 310.800 m3 | 565.00000 175602.00| 580.00000 180264.00|
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0168 6011.12 287.900 LS | 353000.00000 353000.00| 435000.00000 435000.00|
PRECAST-PRESTRESSED/POST-TENSIONED | | |
CONCRETE SUPERSTRUCTURE AT STATION | | |
302+93.714 | | |
0169 6040.00 1.000 EACH| 75000.00000 75000.00| 40000.00000 40000.00|
REMOVE STRUCTURE AT STA. 302+93.714 | | |
0170 6095.00 12.000 EACH| 1400.00000 16800.00| 675.00000 8100.00|
STEEL DIAPHRAGM | | |
0171 6131.50 52536.000 kg | 1.40000 73550.40| 1.58000 83006.88|
EPOXY COATED REINFORCING STEEL | | |
0172 6210.12 1328.500 m | 75.00000 99637.50| 63.00000 83695.50|
HP 250 mm X 62 kg STEEL PILING | | |
0173 6601.15 64.800 m | 82.00000 5313.60| 75.00000 4860.00|
38 mm CONDUIT IN BRIDGE | | |
0174 6614.10 2.000 EACH| 30000.00000 60000.00| 6500.00000 13000.00|
TEMPORARY SUPPORTS | | |
SECTION TOTALS | $ 1,162,631.20| $ 1,220,217.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6A BRIDGE AT STA. 302+93.714
1 SPAN PRESTRESSED/POST-TENSIONED CONCRETE GIRDER BRIDGE
| | |
0175 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 32
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0176 0030.60 LUMP| 55000.00000 55000.00| 110000.00000 110000.00|
MOBILIZATION | | |
0177 3050.15 187.400 m3 | 330.00000 61842.00| 230.00000 43102.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0178 3051.10 16286.500 kg | 1.40000 22801.10| 1.58000 25732.67|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0179 6000.20 90.000 LS | 6000.00000 6000.00| 16000.00000 16000.00|
PIER NO.1 EXCAVATION | | |
0180 6000.21 90.000 LS | 6000.00000 6000.00| 16000.00000 16000.00|
PIER NO.2 EXCAVATION | | |
0181 6005.35 35.400 m | 111.00000 3929.40| 118.00000 4177.20|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0182 6005.78 7.000 EACH| 1000.00000 7000.00| 1225.00000 8575.00|
EXPANSION BEARING, TFE TYPE | | |
0183 6005.83 7.000 EACH| 740.00000 5180.00| 796.00000 5572.00|
FIXED BEARING | | |
0184 6010.22 245.400 m3 | 560.00000 137424.00| 580.00000 142332.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0185 6010.28 310.800 m3 | 565.00000 175602.00| 580.00000 180264.00|
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0186 6011.12 287.900 LS | 353000.00000 353000.00| 435000.00000 435000.00|
PRECAST-PRESTRESSED/POST-TENSIONED | | |
CONCRETE SUPERSTRUCTURE AT STATION | | |
302+93.714 | | |
0187 6095.00 12.000 EACH| 1400.00000 16800.00| 675.00000 8100.00|
STEEL DIAPHRAGM | | |
0188 6131.50 52536.000 kg | 1.40000 73550.40| 1.58000 83006.88|
EPOXY COATED REINFORCING STEEL | | |
0189 6210.12 1328.500 m | 75.00000 99637.50| 63.00000 83695.50|
HP 250 mm X 62 kg STEEL PILING | | |
0190 6601.15 181.500 m | 47.00000 8530.50| 43.00000 7804.50|
38 mm CONDUIT IN BRIDGE | | |
0191 6614.10 2.000 EACH| 30000.00000 60000.00| 6500.00000 13000.00|
TEMPORARY SUPPORTS | | |
SECTION TOTALS | $ 1,093,096.90| $ 1,183,161.75|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6B BRIDGE AT STA. 286+20
NU-DECK SYSTEM OVER WELDED PLATE GIRDER BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 33
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0192 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0193 0030.60 LUMP| 40000.00000 40000.00| 110000.00000 110000.00|
MOBILIZATION | | |
0194 3050.15 174.300 m3 | 270.00000 47061.00| 230.00000 40089.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0195 3051.10 9908.000 kg | 1.40000 13871.20| 1.58000 15654.64|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0196 6000.10 42.600 LS | 5000.00000 5000.00| 8000.00000 8000.00|
ABUTMENT NO.1 EXCAVATION | | |
0197 6000.11 42.600 LS | 5000.00000 5000.00| 8000.00000 8000.00|
ABUTMENT NO.2 EXCAVATION | | |
0198 6000.20 40.600 LS | 8000.00000 8000.00| 16000.00000 16000.00|
PIER NO.1 EXCAVATION | | |
0199 6005.35 34.580 m | 111.00000 3838.38| 118.00000 4080.44|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0200 6005.83 5.000 EACH| 710.00000 3550.00| 850.00000 4250.00|
FIXED BEARING | | |
0201 6008.55 1039.600 m2 | 30.00000 31188.00| 35.00000 36386.00|
PLACING, FINISHING, AND CURING TYPE K | | |
CONCRETE OVERLAY | | |
0202 6010.22 216.400 m3 | 595.00000 128758.00| 725.00000 156890.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0203 6010.26 16.800 m3 | 1125.00000 18900.00| 1000.00000 16800.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0204 6011.25 137.900 LS | 240000.00000 240000.00| 245000.00000 245000.00|
NU-DECK PANELS | | |
0205 6016.04 67.500 m3 | 275.00000 18562.50| 560.00000 37800.00|
CONCRETE FOR OVERLAYS-TYPE K | | |
0206 6071.11 126166.000 LS | 300000.00000 300000.00| 289000.00000 289000.00|
STEEL SUPERSTRUCTURE AT STA. 286+20 | | |
0207 6080.00 1073.000 kg | 4.00000 4292.00| 4.50000 4828.50|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0208 6107.00 38.500 m2 | 51.00000 1963.50| 72.90000 2806.65|
CONCRETE SLOPE PROTECTION | | |
0209 6131.50 18656.000 kg | 1.40000 26118.40| 1.58000 29476.48|
EPOXY COATED REINFORCING STEEL | | |
0210 6139.50 74.400 m2 | 58.00000 4315.20| 41.00000 3050.40|
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 34
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0211 6210.14 1449.100 m | 90.00000 130419.00| 74.00000 107233.40|
HP 310 mm X 79 kg STEEL PILING | | |
0212 6401.00 69.165 m | 100.00000 6916.50| 128.00000 8853.12|
PEDESTRIAN BARRIER RAIL | | |
0213 6404.00 76.855 m | 170.00000 13065.35| 112.00000 8607.76|
PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
0214 6601.15 80.350 m | 60.00000 4821.00| 54.00000 4338.90|
38 mm CONDUIT IN BRIDGE | | |
0215 8091.00 200.000 m3 | 41.00000 8200.00| 28.00000 5600.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,064,640.03| $ 1,163,545.29|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 7 GUARDRAIL
| | |
0216 0030.70 LUMP| 2100.00000 2100.00| 3960.00000 3960.00|
MOBILIZATION | | |
0217 7011.20 167.640 m | 55.00000 9220.20| 51.50000 8633.46|
W-BEAM GUARDRAIL | | |
0218 7011.30 64.770 m | 72.00000 4663.44| 83.00000 5375.91|
THRIE-BEAM GUARDRAIL | | |
0219 7019.50 5.000 EACH| 16000.00000 80000.00| 14070.00000 70350.00|
IMPACT ATTENUATOR | | |
0220 7020.00 4.000 EACH| 1300.00000 5200.00| 1320.00000 5280.00|
BRIDGE APPROACH SECTIONS | | |
0221 7022.00 2.000 EACH| 600.00000 1200.00| 504.00000 1008.00|
END ANCHORAGE ASSEMBLY | | |
0222 7022.50 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00|
BULLNOSE-3.8 m | | |
0223 7024.25 4.000 EACH| 2000.00000 8000.00| 2073.00000 8292.00|
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 120,383.64| $ 112,899.37|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 7B FENCING
| | |
0224 0030.71 LUMP| 2000.00000 2000.00| 5000.00000 5000.00|
MOBILIZATION | | |
0225 7100.00 1390.000 m | 7.40000 10286.00| 6.73000 9354.70|
RIGHT-OF-WAY FENCE | | |
0226 7103.00 8.000 EACH| 88.00000 704.00| 80.00000 640.00|
END POSTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 35
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0227 7104.00 8.000 EACH| 88.00000 704.00| 80.00000 640.00|
PULL POSTS | | |
0228 7105.00 9.000 EACH| 95.00000 855.00| 88.00000 792.00|
CORNER POSTS | | |
0229 7106.12 2.000 EACH| 340.00000 680.00| 315.00000 630.00|
3.7 m VEHICLE GATE | | |
0230 7110.05 4711.000 m | 20.00000 94220.00| 19.00000 89509.00|
1.5 METER CHAIN-LINK FENCE | | |
0231 7110.08 177.000 m | 33.00000 5841.00| 30.50000 5398.50|
2.4 METER CHAIN-LINK FENCE | | |
0232 7115.05 20.000 EACH| 80.00000 1600.00| 72.50000 1450.00|
END POST FOR 1.5 METER CHAIN-LINK FENCE | | |
0233 7115.08 2.000 EACH| 125.00000 250.00| 115.00000 230.00|
END POST FOR 2.4 METER CHAIN-LINK FENCE | | |
0234 7116.05 40.000 EACH| 88.00000 3520.00| 80.00000 3200.00|
CORNER POST FOR 1.5 METER CHAIN-LINK | | |
FENCE | | |
0235 7116.08 2.000 EACH| 140.00000 280.00| 130.00000 260.00|
CORNER POST FOR 2.4 METER CHAIN-LINK | | |
FENCE | | |
0236 7117.05 29.000 EACH| 88.00000 2552.00| 80.00000 2320.00|
PULL POST FOR 1.5 METER CHAIN-LINK FENCE| | |
0237 7117.08 1.000 EACH| 140.00000 140.00| 130.00000 130.00|
PULL POST FOR 2.4 METER CHAIN-LINK FENCE| | |
0238 7121.03 3.000 EACH| 490.00000 1470.00| 445.00000 1335.00|
3.7 METER VEHICLE GATE FOR 1.5 METER | | |
CHAIN-LINK FENCE | | |
0239 7121.20 1.000 EACH| 600.00000 600.00| 545.00000 545.00|
3.7 METER VEHICLE GATE FOR 2.4 METER | | |
CHAIN-LINK FENCE | | |
SECTION TOTALS | $ 125,702.00| $ 121,434.20|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 8B ELECTRICAL
| | |
0240 A001.01 30.000 EACH| 575.00000 17250.00| 525.00000 15750.00|
PULL BOX, TYPE PB-1 | | |
0241 A001.02 11.000 EACH| 550.00000 6050.00| 500.00000 5500.00|
PULL BOX, TYPE PB-1A | | |
0242 A001.03 3.000 EACH| 900.00000 2700.00| 825.00000 2475.00|
PULL BOX, TYPE PB-1B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 36
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0243 A001.06 2.000 EACH| 800.00000 1600.00| 730.00000 1460.00|
PULL BOX, TYPE PB-2A | | |
0244 A001.12 8.000 EACH| 560.00000 4480.00| 510.00000 4080.00|
PULL BOX, TYPE PB-5 | | |
0245 A001.16 8.000 EACH| 630.00000 5040.00| 580.00000 4640.00|
PULL BOX, TYPE PB-6 | | |
0246 A004.00 18.000 EACH| 860.00000 15480.00| 790.00000 14220.00|
TRAFFIC SIGNAL, TYPE TS-1 | | |
0247 A004.10 4.000 EACH| 900.00000 3600.00| 830.00000 3320.00|
TRAFFIC SIGNAL, TYPE TS-1A | | |
0248 A004.20 4.000 EACH| 825.00000 3300.00| 750.00000 3000.00|
TRAFFIC SIGNAL, TYPE TS-1L | | |
0249 A006.15 8.000 EACH| 550.00000 4400.00| 500.00000 4000.00|
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0250 A006.70 4.000 EACH| 120.00000 480.00| 110.00000 440.00|
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0251 A006.83 2.000 EACH| 710.00000 1420.00| 650.00000 1300.00|
PEDESTAL POLE, TYPE PP-3.7 | | |
0252 A006.93 2.000 EACH| 275.00000 550.00| 250.00000 500.00|
VEHICLE DETECTOR, TYPE C PREFORMED | | |
0253 A006.98 32.000 EACH| 185.00000 5920.00| 170.00000 5440.00|
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0254 A007.00 41.000 EACH| 210.00000 8610.00| 190.00000 7790.00|
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0255 A007.08 2.000 EACH| 570.00000 1140.00| 520.00000 1040.00|
VEHICLE DETECTOR, TYPE TD-3 | | |
0256 A008.76 1.000 EACH| 1900.00000 1900.00| 1700.00000 1700.00|
STREET LIGHTING UNIT, TYPE | | |
SL-S-12.2-1.2-0.20 | | |
0257 A008.89 14.000 EACH| 2240.00000 31360.00| 2040.00000 28560.00|
STREET LIGHTING UNIT, TYPE | | |
SL-S-12.2-0.3 & 0.3-0.20 | | |
0258 A009.16 46.000 EACH| 2300.00000 105800.00| 2120.00000 97520.00|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.20 | | |
0259 A010.59 6.000 EACH| 850.00000 5100.00| 770.00000 4620.00|
UNDERDECK LUMINAIRE, TYPE UD-200 | | |
0260 A010.60 2.000 EACH| 950.00000 1900.00| 880.00000 1760.00|
UNDERDECK LUMINAIRE, TYPE UD-100 | | |
0261 A012.05 1.000 EACH| 10000.00000 10000.00| 9200.00000 9200.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-14-3.7 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 37
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0262 A012.60 1.000 EACH| 10000.00000 10000.00| 9340.00000 9340.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-15.5-3.7 | | |
0263 A012.95 2.000 EACH| 11500.00000 23000.00| 10600.00000 21200.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-20-3.7 | | |
0264 A020.30 10.000 EACH| 1900.00000 19000.00| 1750.00000 17500.00|
LIGHTING CONTROL CENTER, TYPE R | | |
0265 A070.10 2911.000 m | 10.50000 30565.50| 9.60000 27945.60|
38 mm CONDUIT IN TRENCH | | |
0266 A070.14 1009.000 m | 13.00000 13117.00| 12.00000 12108.00|
50 mm CONDUIT IN TRENCH | | |
0267 A070.18 26.000 m | 20.00000 520.00| 19.00000 494.00|
75 mm CONDUIT IN TRENCH | | |
0268 A072.10 588.000 m | 15.00000 8820.00| 14.00000 8232.00|
38 mm CONDUIT UNDER ROADWAY | | |
0269 A072.14 172.000 m | 17.00000 2924.00| 16.00000 2752.00|
50 mm CONDUIT UNDER ROADWAY | | |
0270 A072.18 220.000 m | 23.00000 5060.00| 21.00000 4620.00|
75 mm CONDUIT UNDER ROADWAY | | |
0271 A077.12 183.000 m | 2.75000 503.25| 2.50000 457.50|
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0272 A077.15 758.000 m | 3.00000 2274.00| 2.70000 2046.60|
5/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0273 A077.17 1204.000 m | 3.75000 4515.00| 3.40000 4093.60|
7/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0274 A077.22 183.000 m | 5.50000 1006.50| 5.10000 933.30|
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0275 A079.01 1423.000 m | 3.00000 4269.00| 2.90000 4126.70|
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0276 A079.07 484.000 m | 4.75000 2299.00| 4.35000 2105.40|
OPTICAL DETECTOR CABLE | | |
0277 A079.50 1363.000 m | 2.20000 2998.60| 2.00000 2726.00|
GROUNDING CONDUCTOR | | |
0278 A079.55 216.000 m | 3.00000 648.00| 2.60000 561.60|
SERVICE CABLE | | |
0279 A080.22 4530.000 m | 2.30000 10419.00| 2.10000 9513.00|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0280 A080.24 9060.000 m | 2.50000 22650.00| 2.20000 19932.00|
STREET LIGHTING CABLE, NO. 6 USE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 38
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0281 A500.20 2.000 EACH| 3000.00000 6000.00| 2680.00000 5360.00|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0282 A630.03 2.000 EACH| 470.00000 940.00| 430.00000 860.00|
REMOVE PEDESTAL POLE | | |
0283 A630.20 3.000 EACH| 165.00000 495.00| 150.00000 450.00|
REMOVE PULL BOX | | |
0284 A700.20 22.000 EACH| 660.00000 14520.00| 600.00000 13200.00|
RELOCATE STREET LIGHTING UNIT | | |
0285 A780.05 1.000 EACH| 2900.00000 2900.00| 2700.00000 2700.00|
TEMPORARY LIGHTING SYSTEM AT STA. 305+25| | |
0286 A780.10 1.000 EACH| 6800.00000 6800.00| 6200.00000 6200.00|
CROSSOVER LIGHTING SYSTEM AT STA. 279+88| | |
0287 A780.11 1.000 EACH| 6800.00000 6800.00| 6200.00000 6200.00|
CROSSOVER LIGHTING SYSTEM AT STA. 292+26| | |
0288 A800.51 1000.000 DAY | 3.30000 3300.00| 3.00000 3000.00|
OPERATION & MAINTENANCE OF CROSSOVER | | |
LIGHTING SYSTEM AT STA. 279+88 | | |
0289 A800.53 735.000 DAY | 3.30000 2425.50| 3.00000 2205.00|
OPERATION & MAINTENANCE OF CROSSOVER | | |
LIGHTING SYSTEM AT STA. 292+26 | | |
0290 A800.56 660.000 DAY | 2.20000 1452.00| 2.00000 1320.00|
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 305+25 | | |
0291 A800.70 1020.000 DAY | 9.00000 9180.00| 8.00000 8160.00|
MAINTENANCE OF LIGHTING UNITS | | |
0292 0003.75 1.000 EACH| 9000.00000 9000.00| 14900.00000 14900.00|
TEMPORARY TRAFFIC SIGNAL PHASE 2 | | |
0293 0003.76 1.000 EACH| 16000.00000 16000.00| 18600.00000 18600.00|
TEMPORARY TRAFFIC SIGNAL PHASE 3 & 4 | | |
0294 0030.81 LUMP| 8800.00000 8800.00| 8000.00000 8000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 491,281.35| $ 460,157.30|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 8C SIGNING
| | |
0295 A010.08 16.000 EACH| 880.00000 14080.00| 800.00000 12800.00|
LUMINAIRE, TYPE HPS-150 | | |
0296 0030.82 LUMP| 5500.00000 5500.00| 5000.00000 5000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 39
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0297 7312.00 1.000 EACH| 11000.00000 11000.00| 9900.00000 9900.00|
OVERHEAD SIGN SUPPORT, LOCATION 3 | | |
0298 7312.01 1.000 EACH| 33000.00000 33000.00| 30900.00000 30900.00|
OVERHEAD SIGN SUPPORT, LOCATION 6 | | |
0299 7312.02 1.000 EACH| 46000.00000 46000.00| 42500.00000 42500.00|
OVERHEAD SIGN SUPPORT, LOCATION 8 | | |
0300 7312.03 1.000 EACH| 53000.00000 53000.00| 48800.00000 48800.00|
OVERHEAD SIGN SUPPORT, LOCATION 10 | | |
0301 7312.04 1.000 EACH| 47000.00000 47000.00| 42800.00000 42800.00|
OVERHEAD SIGN SUPPORT, LOCATION 11 | | |
0302 7312.05 1.000 EACH| 47000.00000 47000.00| 42900.00000 42900.00|
OVERHEAD SIGN SUPPORT, LOCATION 13 | | |
0303 7312.06 1.000 EACH| 62000.00000 62000.00| 56600.00000 56600.00|
OVERHEAD SIGN SUPPORT, LOCATION 15 | | |
0304 7322.01 204.840 m2 | 200.00000 40968.00| 180.00000 36871.20|
TYPE B SIGN | | |
0305 7340.00 1661.000 kg | 5.00000 8305.00| 4.60000 7640.60|
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
0306 7360.24 18.000 EACH| 550.00000 9900.00| 500.00000 9000.00|
600 mm SIGN SUPPORT FOOTING | | |
SECTION TOTALS | $ 377,753.00| $ 345,711.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0307 0001.08 120575.000 BDAY| 0.50000 60287.50| 0.39000 47024.25|
BARRICADE, TYPE II | | |
0308 0001.10 24889.000 BDAY| 1.75000 43555.75| 1.59000 39573.51|
BARRICADE, TYPE III | | |
0309 0001.30 6120.000 LDAY| 0.80000 4896.00| 0.75000 4590.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0310 0001.75 360.000 EACH| 6.50000 2340.00| 6.00000 2160.00|
TEMPORARY SIGN DAY | | |
0311 0001.90 76390.000 EACH| 0.22000 16805.80| 0.40000 30556.00|
SIGN DAY | | |
0312 0002.30 11600.000 m | 0.50000 5800.00| 0.48000 5568.00|
PAVEMENT MARKING REMOVAL | | |
0313 0002.38 17600.000 m | 0.33000 5808.00| 0.30000 5280.00|
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0314 0002.97 2060.000 DAY | 11.50000 23690.00| 10.60000 21836.00|
FLASHING ARROW PANEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 08/02/02
PAGE : 40
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 2581 COUNTIES : DOUGLAS
LETTING DATE : 08/01/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-STPC/E-6-7(114)
====================================================================================================================================
|(4) 1276 |(5) 3652 |
|KIEWIT WESTERN CO. |CEDAR VALLEY CORP. AND SUBSI|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0315 0003.10 30.000 DAY | 400.00000 12000.00| 500.00000 15000.00|
FLAGGING | | |
0316 0003.50 580.000 m | 186.00000 107880.00| 49.20000 28536.00|
CONCRETE PROTECTION BARRIER | | |
0317 0010.04 1.000 EACH| 15000.00000 15000.00| 12500.00000 12500.00|
FIELD OFFICE | | |
0318 0030.00 LUMP| 15000.00000 15000.00| 15000.00000 15000.00|
MOBILIZATION | | |
0319 7019.64 4.000 EACH| 8800.00000 35200.00| 10000.00000 40000.00|
TEMPORARY IMPACT ATTENUATOR | | |
0320 9110.01 100.000 HOUR| 115.00000 11500.00| 105.00000 10500.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0321 9110.03 100.000 HOUR| 55.00000 5500.00| 70.00000 7000.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0322 9110.06 100.000 HOUR| 135.00000 13500.00| 110.00000 11000.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0323 9110.07 100.000 HOUR| 75.00000 7500.00| 65.00000 6500.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 386,263.05| $ 302,623.76|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 20,994,355.84| $ 21,847,071.30|
====================================================================================================================================