|
Contract Letting April 18, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
CONTRACT DESCRIPTION :
ON US-30, SCHUYLER EAST & WEST
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 19,184,951.80 100.0000%
2 0083 WERNER CONSTRUCTION, INC. $ 19,487,976.03 101.5794%
3 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 19,519,138.46 101.7419%
4 0751 IRVING F. JENSEN CO., INC. $ 19,656,919.04 102.4600%
5 0049 HAWKINS CONSTRUCTION COMPANY $ 20,261,319.53 105.6104%
6 1227 GILBERT CENTRAL CORP. $ 23,645,370.19 123.2495%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |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 L006.00 130.000 ha | 140.76000 18298.80| 138.00000 17940.00| 118.00000 15340.00
COVER CROP SEEDING | | |
0002 L006.50 2.000 ha | 306.00000 612.00| 300.00000 600.00| 1350.00000 2700.00
TEMPORARY SEEDING | | |
0003 L020.00 9628.000 m2 | 1.38000 13286.64| 1.35000 12997.80| 1.60000 15404.80
EROSION CONTROL | | |
0004 L020.01 401.000 m2 | 5.30000 2125.30| 5.20000 2085.20| 5.00000 2005.00
EROSION CONTROL, TYPE A | | |
0005 L020.09 3199.000 m2 | 11.53000 36884.47| 11.30000 36148.70| 13.50000 43186.50
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 9745.000 m2 | 1.59000 15494.55| 1.56000 15202.20| 1.60000 15592.00
EROSION CONTROL, TYPE HV | | |
0007 L021.06 1737.000 BALE| 14.18000 24630.66| 13.90000 24144.30| 14.00000 24318.00
EROSION CHECKS, TYPE HV | | |
0008 L022.00 2420.000 m | 2.45000 5929.00| 2.40000 5808.00| 6.50000 15730.00
FABRIC SILT CHECKS | | |
0009 L022.11 145.000 m | 7.75000 1123.75| 7.60000 1102.00| 6.70000 971.50
FABRIC SILT FENCE-LOW POROSITY | | |
0010 L022.12 1060.000 m | 9.69000 10271.40| 9.50000 10070.00| 8.20000 8692.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0011 L022.13 572.000 m | 11.73000 6709.56| 11.50000 6578.00| 7.00000 4004.00
FABRIC SILT FENCE-LOW PROFILE HIGH | | |
POROSITY | | |
0012 L022.14 324.000 m | 9.69000 3139.56| 9.50000 3078.00| 6.25000 2025.00
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0013 L022.75 48.000 m | 45.90000 2203.20| 45.00000 2160.00| 27.00000 1296.00
TEMPORARY SILT CHECK | | |
0014 P300.15 20.000 m | 32.64000 652.80| 32.00000 640.00| 32.00000 640.00
375 mm CULVERT PIPE, TYPE 3,4, OR 5 | | |
0015 P300.18 23.000 m | 42.84000 985.32| 42.00000 966.00| 42.00000 966.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0016 P300.24 20.000 m | 56.10000 1122.00| 55.00000 1100.00| 55.00000 1100.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0017 P300.48 14.000 m | 132.60000 1856.40| 130.00000 1820.00| 130.00000 1820.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0018 P300.72 39.000 m | 216.24000 8433.36| 212.00000 8268.00| 212.00000 8268.00
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 P400.18 709.500 m | 79.56000 56447.82| 78.00000 55341.00| 72.40000 51367.80
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0020 0030.10 LUMP| 500000.00000 500000.00| 314500.00000 314500.00| 310800.00000 310800.00
MOBILIZATION | | |
0021 1000.00 20.000 EACH| 510.00000 10200.00| 500.00000 10000.00| 500.00000 10000.00
LARGE TREE REMOVAL | | |
0022 1009.00 LUMP| 10200.00000 10200.00| 10000.00000 10000.00| 10000.00000 10000.00
GENERAL CLEARING AND GRUBBING | | |
0023 1010.00 131021.000 m3 | 1.76000 230596.96| 1.73000 226666.33| 1.73000 226666.33
EXCAVATION | | |
0024 1010.01 17308.000 m3 | 1.76000 30462.08| 1.73000 29942.84| 1.73000 29942.84
EXCAVATION (ESTABLISHED QUANTITY) | | |
0025 1010.10 1692501.000 m3 | 2.59000 4383577.59| 2.54000 4298952.54| 2.54000 4298952.54
EXCAVATION, BORROW | | |
0026 1011.00 100750.000 kL | 0.51000 51382.50| 2.50000 251875.00| 2.50000 251875.00
WATER | | |
0027 1012.00 127.000 EACH| 66.30000 8420.10| 65.00000 8255.00| 65.00000 8255.00
RIGHT-OF-WAY MARKERS | | |
0028 1090.00 3.000 EACH| 1530.00000 4590.00| 1500.00000 4500.00| 1500.00000 4500.00
ABANDON WELLS | | |
0029 1101.00 55414.000 m2 | 2.30000 127452.20| 1.95000 108057.30| 3.35000 185636.90
REMOVE PAVEMENT | | |
0030 1102.00 31796.000 m2 | 1.98000 62956.08| 2.69000 85531.24| 2.75000 87439.00
REMOVE ASPHALT SURFACE | | |
0031 1124.00 1.000 EACH| 2550.00000 2550.00| 2500.00000 2500.00| 2500.00000 2500.00
REMOVE BUILDING AT STA. 195+09 LT. | | |
0032 1124.01 1.000 EACH| 0.01000 0.01| 0.01000 0.01| 0.01000 0.01
REMOVE BUILDING AT STA. 208+94.174 LT. | | |
0033 1124.02 1.000 EACH| 0.01000 0.01| 0.01000 0.01| 0.01000 0.01
REMOVE BUILDING AT STA. 208+94.332 LT. | | |
0034 1124.03 1.000 EACH| 0.01000 0.01| 0.01000 0.01| 0.01000 0.01
REMOVE BUILDING AT STA. 208+94.494 LT. | | |
0035 1124.04 1.000 EACH| 0.01000 0.01| 0.01000 0.01| 0.01000 0.01
REMOVE BUILDING AT STA. 208+94.553 LT. | | |
0036 1124.05 1.000 EACH| 0.01000 0.01| 0.01000 0.01| 0.01000 0.01
REMOVE BUILDING AT STA. 209+42 LT. | | |
0037 1125.00 1.000 EACH| 255.00000 255.00| 250.00000 250.00| 250.00000 250.00
CLEAR TRACT AT STA. 145+50 TO 146+00 LT.| | |
0038 1125.01 1.000 EACH| 255.00000 255.00| 250.00000 250.00| 250.00000 250.00
CLEAR TRACT AT STA. 163+25 TO 163+75 LT.| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0039 1125.02 1.000 EACH| 255.00000 255.00| 250.00000 250.00| 250.00000 250.00
CLEAR TRACT AT STA. 181+25 TO 182+00 LT.| | |
0040 1125.03 1.000 EACH| 2040.00000 2040.00| 2000.00000 2000.00| 2000.00000 2000.00
CLEAR TRACT AT STA. 194+94 TO 195+36 LT.| | |
0041 1125.04 1.000 EACH| 2040.00000 2040.00| 2000.00000 2000.00| 2000.00000 2000.00
CLEAR TRACT AT STA. 208+75 TO 209+60 LT.| | |
0042 1701.24 400.000 m | 56.10000 22440.00| 55.00000 22000.00| 55.00000 22000.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0043 1703.48 32.000 m | 132.60000 4243.20| 130.00000 4160.00| 130.00000 4160.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4 OR 5 | | |
0044 4105.59 18.600 m3 | 1109.76000 20641.54| 1088.00000 20236.80| 1000.00000 18600.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0045 4155.50 837.000 kg | 1.79000 1498.23| 1.75000 1464.75| 4.00000 3348.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0046 4310.18 31.000 EACH| 195.84000 6071.04| 192.00000 5952.00| 150.00000 4650.00
450 mm FLARED-END SECTION | | |
0047 6040.00 1.000 EACH| 15300.00000 15300.00| 525.00000 525.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 198+44.756 RT. | | |
0048 6040.01 1.000 EACH| 102.00000 102.00| 525.00000 525.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 11180+70.85 LT.| | |
0049 6040.02 1.000 EACH| 102.00000 102.00| 525.00000 525.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 11184+07.16 LT.| | |
0050 7017.00 328.600 m | 6.86000 2254.20| 8.00000 2628.80| 8.00000 2628.80
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 5,710,091.36| $ 5,619,596.85| $ 5,703,631.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALLS
| | |
0051 0030.10 LUMP| 33864.00000 33864.00| 33200.00000 33200.00| 60000.00000 60000.00
MOBILIZATION | | |
0052 4095.00 1081.000 m2 | 128.43000 138832.83| 125.91000 136108.71| 126.00000 136206.00
CONCRETE FACE PANELS | | |
0053 4095.10 231.000 m | 35.59000 8221.29| 24.50000 5659.50| 24.50000 5659.50
CONCRETE LEVELING PADS | | |
0054 4095.20 231.000 m | 173.20000 40009.20| 169.80000 39223.80| 169.80000 39223.80
COPING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4350.21 390.000 m | 67.98000 26512.20| 66.65000 25993.50| 67.00000 26130.00
525 mm CORRUGATED METAL PIPE | | |
0056 8024.75 5445.000 m3 | 16.33000 88916.85| 16.01000 87174.45| 16.01000 87174.45
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 336,356.37| $ 327,359.96| $ 354,393.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 3 CONCRETE PAVEMENT
| | |
0057 P402.15 496.500 m | 68.15000 33836.48| 59.90000 29740.35| 60.00000 29790.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0058 0030.30 LUMP| 735000.00000 735000.00| 450000.00000 450000.00| 485600.00000 485600.00
MOBILIZATION | | |
0059 1020.03 63.000 EACH| 8.16000 514.08| 15.00000 945.00| 15.00000 945.00
DELINEATOR, TYPE III | | |
0060 1020.06 455.000 EACH| 25.50000 11602.50| 38.75000 17631.25| 38.75000 17631.25
FLEXIBLE POST DELINEATOR | | |
0061 2001.00 560.000 m3 | 17.50000 9800.00| 16.00000 8960.00| 39.25000 21980.00
GRAVEL SURFACE COURSE | | |
0062 2021.00 2.000 EACH| 51.00000 102.00| 50.00000 100.00| 50.00000 100.00
MAILBOX POST | | |
0063 3017.40 976.000 m2 | 24.98000 24380.48| 31.90000 31134.40| 31.90000 31134.40
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0064 3075.52 1914.000 m2 | 28.31000 54185.34| 43.43000 83125.02| 43.43000 83125.02
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0065 3075.56 252582.000 m2 | 24.24000 6122587.68| 26.86000 6784352.52| 26.39000 6665638.98
255 mm DOWELED CONCRETE PAVMENT, CLASS | | |
47B-25 | | |
0066 3089.25 10493.000 m2 | 30.70000 322135.10| 29.00000 304297.00| 26.02000 273027.86
TEMPORARY SURFACING 200 mm | | |
0067 3300.50 22.660 LS | 10668.71000 10668.71| 10000.00000 10000.00| 13900.00000 13900.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0068 3300.65 153.000 EACH| 86.70000 13265.10| 95.00000 14535.00| 50.00000 7650.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0069 4024.55 105.750 m | 69.71000 7371.83| 123.00000 13007.25| 123.00000 13007.25
FLUME SPILLWAY | | |
0070 4024.70 14.000 EACH| 1244.27000 17419.78| 1775.00000 24850.00| 1775.00000 24850.00
CONCRETE FLUME, TYPE I | | |
0071 4024.73 20.000 EACH| 1680.33000 33606.60| 2961.00000 59220.00| 2961.00000 59220.00
CONCRETE FLUME, TYPE IV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 7550.03 26200.000 m | 1.22000 31964.00| 1.20000 31440.00| 1.20000 31440.00
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0073 7550.04 31700.000 m | 1.22000 38674.00| 1.20000 38040.00| 1.20000 38040.00
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0074 7550.12 1600.000 m | 3.67000 5872.00| 3.60000 5760.00| 3.60000 5760.00
300 mm WHITE EPOXY PAVEMENT MARKING | | |
0075 8051.00 11765.000 m3 | 11.89000 139885.85| 10.25000 120591.25| 6.54000 76943.10
SOIL BINDER | | |
0076 8101.40 329283.000 m2 | 0.63000 207448.29| 1.13000 372089.79| 1.37000 451117.71
SUBGRADE STABILIZATION | | |
0077 9000.75 500.000 Mg | 18.28000 9140.00| 14.16000 7080.00| 19.00000 9500.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0078 9005.00 100.000 Mg | 30.49000 3049.00| 29.16000 2916.00| 46.00000 4600.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SPS | | |
0079 9005.45 80.000 Mg | 65.77000 5261.60| 49.50000 3960.00| 45.00000 3600.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0080 9009.86 69861.000 m2 | 12.20000 852304.20| 10.75000 751005.75| 10.65000 744019.65
SURFACING 150mm | | |
0081 9009.87 3946.000 m2 | 27.30000 107725.80| 22.22000 87680.12| 22.60000 89179.60
SURFACING 200mm | | |
0082 9009.88 1682.000 m2 | 38.05000 64000.10| 27.30000 45918.60| 28.40000 47768.80
SURFACING 250mm | | |
0083 9020.92 27.000 Mg | 192.50000 5197.50| 220.00000 5940.00| 205.00000 5535.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0084 9111.00 7421.000 kL | 2.71000 20110.91| 2.00000 14842.00| 0.53000 3933.13
WATER | | |
0085 9170.00 638.515 StaM| 183.60000 117231.35| 180.00000 114932.70| 180.00000 114932.70
EARTH SHOULDER CONSTRUCTION | | |
0086 9173.20 702.000 m2 | 1.23000 863.46| 2.50000 1755.00| 4.00000 2808.00
SUBGRADE PREPARATION | | |
0087 9185.77 442.350 StaM| 73.95000 32711.78| 86.00000 38042.10| 72.50000 32070.38
RUMBLE STRIPS, CONCRETE | | |
0088 9188.50 1124.000 m2 | 14.35000 16129.40| 20.00000 22480.00| 14.00000 15736.00
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 9,054,044.92| $ 9,496,371.10| $ 9,404,583.83
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4 CULVERTS
| | |
0089 P120.24 22.000 m | 101.90000 2241.80| 99.90000 2197.80| 100.00000 2200.00
600 mm CULVERT PIPE, TYPE 2 | | |
0090 P128.24 17.000 m | 84.46000 1435.82| 82.80000 1407.60| 83.00000 1411.00
600 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0091 P200.42 45.500 m | 236.33000 10753.02| 231.70000 10542.35| 232.00000 10556.00
1050 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0092 P200.54 84.000 m | 316.51000 26586.84| 310.30000 26065.20| 310.00000 26040.00
1350 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0093 P200.72 57.500 m | 411.06000 23635.95| 403.00000 23172.50| 403.00000 23172.50
1800 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0094 P277.15 18.000 m | 62.63000 1127.34| 61.40000 1105.20| 62.00000 1116.00
375 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0095 P277.24 49.000 m | 92.62000 4538.38| 90.80000 4449.20| 91.00000 4459.00
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0096 P277.42 11.000 m | 248.78000 2736.58| 243.90000 2682.90| 244.00000 2684.00
1050 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0097 P277.48 85.000 m | 297.33000 25273.05| 291.50000 24777.50| 292.00000 24820.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0098 P400.18 10.000 m | 70.28000 702.80| 68.90000 689.00| 69.00000 690.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0099 P400.24 155.000 m | 91.80000 14229.00| 90.00000 13950.00| 90.00000 13950.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0100 P400.30 211.500 m | 131.99000 27915.89| 129.40000 27368.10| 130.00000 27495.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0101 P400.36 60.000 m | 161.47000 9688.20| 158.30000 9498.00| 158.00000 9480.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0102 0030.40 LUMP| 15300.00000 15300.00| 15000.00000 15000.00| 15000.00000 15000.00
MOBILIZATION | | |
0103 1043.50 1344.000 m2 | 1.94000 2607.36| 1.90000 2553.60| 1.90000 2553.60
RIPRAP FILTER FABRIC | | |
0104 4004.50 340.000 kg | 3.57000 1213.80| 3.50000 1190.00| 3.50000 1190.00
CAST IRON GRATE AND FRAME | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 4035.00 6.000 EACH| 102.00000 612.00| 100.00000 600.00| 100.00000 600.00
REMOVE FLARED-END SECTION | | |
0106 4040.00 6.000 EACH| 153.00000 918.00| 150.00000 900.00| 150.00000 900.00
REMOVE HEADWALLS FROM CULVERTS | | |
0107 4045.00 1.000 EACH| 1836.00000 1836.00| 1800.00000 1800.00| 1800.00000 1800.00
REMOVE STRUCTURE AT STA. 124+04.5 | | |
0108 4045.01 1.000 EACH| 4080.00000 4080.00| 4000.00000 4000.00| 4000.00000 4000.00
REMOVE STRUCTURE AT STA. 11179+95.845 | | |
0109 4050.01 1499.300 m3 | 4.08000 6117.14| 4.00000 5997.20| 4.00000 5997.20
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0110 4051.01 1205.000 m3 | 6.12000 7374.60| 6.00000 7230.00| 6.00000 7230.00
EXCAVATION FOR BOX CULVERTS | | |
0111 4101.06 844.490 m3 | 265.20000 223958.75| 260.00000 219567.40| 260.00000 219567.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0112 4105.59 0.940 m3 | 1151.78000 1082.67| 1129.20000 1061.45| 1130.00000 1062.20
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0113 4151.00 46738.000 kg | 1.07000 50009.66| 1.05000 49074.90| 1.05000 49074.90
REINFORCING STEEL FOR BOX CULVERT | | |
0114 4155.50 39.000 kg | 2.04000 79.56| 2.00000 78.00| 2.00000 78.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0115 4310.18 1.000 EACH| 223.69000 223.69| 219.30000 219.30| 219.00000 219.00
450 mm FLARED-END SECTION | | |
0116 4310.24 12.000 EACH| 261.32000 3135.84| 256.20000 3074.40| 256.00000 3072.00
600 mm FLARED-END SECTION | | |
0117 4310.30 8.000 EACH| 400.45000 3203.60| 392.60000 3140.80| 393.00000 3144.00
750 mm FLARED-END SECTION | | |
0118 4310.36 2.000 EACH| 574.06000 1148.12| 562.80000 1125.60| 563.00000 1126.00
900 mm FLARED-END SECTION | | |
0119 4310.42 2.000 EACH| 855.17000 1710.34| 838.40000 1676.80| 839.00000 1678.00
1050 mm FLARED-END SECTION | | |
0120 4310.54 4.000 EACH| 991.03000 3964.12| 971.60000 3886.40| 972.00000 3888.00
1350 mm FLARED-END SECTION | | |
0121 4310.72 2.000 EACH| 1693.51000 3387.02| 1660.30000 3320.60| 1660.00000 3320.00
1800 mm FLARED-END SECTION | | |
0122 4320.15 2.000 EACH| 195.53000 391.06| 191.70000 383.40| 192.00000 384.00
375 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0123 4320.24 4.000 EACH| 257.14000 1028.56| 252.10000 1008.40| 252.00000 1008.00
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0124 4320.42 2.000 EACH| 925.65000 1851.30| 907.50000 1815.00| 908.00000 1816.00
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0125 4670.05 6.000 m3 | 130.97000 785.82| 128.40000 770.40| 128.00000 768.00
CULVERT SANDFILL | | |
0126 4880.24 17.000 m | 461.65000 7848.05| 452.60000 7694.20| 453.00000 7701.00
JACKING 600 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0127 6105.01 1296.000 Mg | 31.01000 40188.96| 30.40000 39398.40| 30.40000 39398.40
ROCK RIPRAP, TYPE A | | |
SECTION TOTALS | $ 534,920.69| $ 524,471.60| $ 524,649.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 11179+36.129 ALT AA1
2-23.7 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0128 0030.60 LUMP| | |
MOBILIZATION | | |
0129 3050.15 169.100 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0130 3051.10 10765.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0131 6000.10 110.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0132 6000.11 110.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0133 6000.20 60.000 LS | | |
PIER NO.1 EXCAVATION | | |
0134 6005.35 34.400 m | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0135 6005.83 5.000 EACH| | |
FIXED BEARING | | |
0136 6010.22 166.300 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0137 6010.26 201.700 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0138 6071.12 88325.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. | | |
11179+36.129 | | |
0139 6080.00 835.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0140 6131.50 32260.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0141 6139.50 70.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0142 6200.00 182.000 m | | |
CONCRETE PILING | | |
0143 6210.50 743.800 m | | |
PIPE PILING | | |
0144 6601.15 75.800 m | | |
38 mm CONDUIT IN BRIDGE | | |
0145 8091.00 215.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 11179+36.129 ALT AA2
2-23.7 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0146 0030.60 LUMP| 45900.00000 45900.00| 45000.00000 45000.00| 45000.00000 45000.00
MOBILIZATION | | |
0147 3050.15 169.100 m3 | 191.76000 32426.62| 188.00000 31790.80| 188.00000 31790.80
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0148 3051.10 10765.000 kg | 1.28000 13779.20| 1.25000 13456.25| 1.25000 13456.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0149 6000.10 110.000 LS | 4080.00000 4080.00| 4000.00000 4000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0150 6000.11 110.000 LS | 4080.00000 4080.00| 4000.00000 4000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0151 6000.20 60.000 LS | 10200.00000 10200.00| 10000.00000 10000.00| 10000.00000 10000.00
PIER NO.1 EXCAVATION | | |
0152 6005.35 34.400 m | 122.40000 4210.56| 120.00000 4128.00| 120.00000 4128.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0153 6010.22 165.800 m3 | 392.70000 65109.66| 385.00000 63833.00| 385.00000 63833.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0154 6010.28 212.700 m3 | 392.70000 83527.29| 385.00000 81889.50| 385.00000 81889.50
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0155 6011.11 106.400 LS | 96900.00000 96900.00| 95000.00000 95000.00| 95000.00000 95000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 11179+36.129 | | |
0156 6080.00 835.000 kg | 2.04000 1703.40| 2.00000 1670.00| 2.00000 1670.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0157 6095.00 8.000 EACH| 382.50000 3060.00| 375.00000 3000.00| 375.00000 3000.00
STEEL DIAPHRAGM | | |
0158 6131.50 34490.000 kg | 1.28000 44147.20| 1.25000 43112.50| 1.25000 43112.50
EPOXY COATED REINFORCING STEEL | | |
0159 6139.50 70.000 m2 | 22.44000 1570.80| 22.00000 1540.00| 22.00000 1540.00
SUBSURFACE DRAINAGE MATTING | | |
0160 6200.00 182.000 m | 90.78000 16521.96| 89.00000 16198.00| 89.00000 16198.00
CONCRETE PILING | | |
0161 6210.50 743.800 m | 85.68000 63728.78| 84.00000 62479.20| 84.00000 62479.20
PIPE PILING | | |
0162 6601.15 75.800 m | 63.65000 4824.67| 18.00000 1364.40| 20.00000 1516.00
38 mm CONDUIT IN BRIDGE | | |
0163 8091.00 216.000 m3 | 28.56000 6168.96| 28.00000 6048.00| 28.00000 6048.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 501,939.10| $ 488,509.65| $ 488,661.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6B BRIDGE AT STA. 15008+74.274 ALT BB1
2-23.8 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0164 0030.60 LUMP| | |
MOBILIZATION | | |
0165 3050.15 169.100 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0166 3051.10 10775.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0167 6000.10 110.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0168 6000.11 110.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0169 6000.20 60.000 LS | | |
PIER NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 6005.35 34.500 m | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0171 6005.83 5.000 EACH| | |
FIXED BEARING | | |
0172 6010.22 169.000 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0173 6010.26 202.100 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0174 6071.12 88710.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. | | |
15008+74.274 | | |
0175 6080.00 835.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0176 6131.50 32490.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0177 6139.50 71.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0178 6200.00 182.000 m | | |
CONCRETE PILING | | |
0179 6210.50 743.800 m | | |
PIPE PILING | | |
0180 6601.15 38.000 m | | |
38 mm CONDUIT IN BRIDGE | | |
0181 8091.00 215.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6C BRIDGE AT STA. 15008+74.274 ALT BB2
2-23.8 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0182 0030.60 LUMP| 45900.00000 45900.00| 45000.00000 45000.00| 45000.00000 45000.00
MOBILIZATION | | |
0183 3050.15 169.100 m3 | 191.76000 32426.62| 188.00000 31790.80| 188.00000 31790.80
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0184 3051.10 10775.000 kg | 1.28000 13792.00| 1.25000 13468.75| 1.25000 13468.75
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0185 6000.10 110.000 LS | 3570.00000 3570.00| 3500.00000 3500.00| 3500.00000 3500.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0186 6000.11 110.000 LS | 3570.00000 3570.00| 3500.00000 3500.00| 3500.00000 3500.00
ABUTMENT NO.2 EXCAVATION | | |
0187 6000.20 60.000 LS | 9180.00000 9180.00| 9000.00000 9000.00| 9000.00000 9000.00
PIER NO.1 EXCAVATION | | |
0188 6005.35 34.500 m | 124.44000 4293.18| 122.00000 4209.00| 122.00000 4209.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0189 6010.22 167.900 m3 | 392.70000 65934.33| 385.00000 64641.50| 385.00000 64641.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0190 6010.28 214.000 m3 | 392.70000 84037.80| 385.00000 82390.00| 385.00000 82390.00
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0191 6011.11 106.900 LS | 102816.00000 102816.00| 100800.00000 100800.00| 100800.00000 100800.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 15008+74.274 | | |
0192 6080.00 835.000 kg | 2.04000 1703.40| 2.00000 1670.00| 2.00000 1670.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0193 6095.00 8.000 EACH| 382.50000 3060.00| 375.00000 3000.00| 375.00000 3000.00
STEEL DIAPHRAGM | | |
0194 6131.50 33540.000 kg | 1.28000 42931.20| 1.25000 41925.00| 1.25000 41925.00
EPOXY COATED REINFORCING STEEL | | |
0195 6139.50 71.000 m2 | 22.44000 1593.24| 22.00000 1562.00| 22.00000 1562.00
SUBSURFACE DRAINAGE MATTING | | |
0196 6200.00 182.000 m | 90.78000 16521.96| 89.00000 16198.00| 89.00000 16198.00
CONCRETE PILING | | |
0197 6210.50 743.800 m | 85.68000 63728.78| 84.00000 62479.20| 84.00000 62479.20
PIPE PILING | | |
0198 6601.15 38.000 m | 58.96000 2240.48| 33.00000 1254.00| 20.00000 760.00
38 mm CONDUIT IN BRIDGE | | |
0199 8091.00 216.000 m3 | 28.56000 6168.96| 28.00000 6048.00| 28.00000 6048.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 503,467.95| $ 492,436.25| $ 491,942.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6D BRIDGE AT STA. 191+58
1-16 & 2-14.5 m SPANS PRESTRESSED CONC INVERTED TEE GIRDER
| | |
0200 0030.60 LUMP| 45900.00000 45900.00| 45000.00000 45000.00| 45000.00000 45000.00
MOBILIZATION | | |
0201 1010.01 2580.000 m3 | 3.47000 8952.60| 3.40000 8772.00| 3.40000 8772.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0202 1043.50 65.000 m2 | 2.55000 165.75| 2.50000 162.50| 2.50000 162.50
RIPRAP FILTER FABRIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0203 3050.15 230.300 m3 | 191.76000 44162.33| 188.00000 43296.40| 188.00000 43296.40
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0204 3051.10 17230.000 kg | 1.28000 22054.40| 1.25000 21537.50| 1.25000 21537.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0205 6000.10 90.000 LS | 3570.00000 3570.00| 3500.00000 3500.00| 3500.00000 3500.00
ABUTMENT NO.1 EXCAVATION | | |
0206 6000.11 90.000 LS | 3570.00000 3570.00| 3500.00000 3500.00| 3500.00000 3500.00
ABUTMENT NO.2 EXCAVATION | | |
0207 6001.50 70.000 LS | 8160.00000 8160.00| 8000.00000 8000.00| 8000.00000 8000.00
BENT NO.1 EXCAVATION | | |
0208 6001.51 70.000 LS | 8160.00000 8160.00| 8000.00000 8000.00| 8000.00000 8000.00
BENT NO.2 EXCAVATION | | |
0209 6005.35 62.900 m | 122.40000 7698.96| 120.00000 7548.00| 120.00000 7548.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0210 6005.60 270.000 EACH| 36.72000 9914.40| 36.00000 9720.00| 36.00000 9720.00
ELASTOMERIC BEARING | | |
0211 6010.22 358.000 m3 | 362.10000 129631.80| 355.00000 127090.00| 355.00000 127090.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0212 6010.26 347.600 m3 | 362.10000 125865.96| 355.00000 123398.00| 355.00000 123398.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0213 6011.11 285.900 LS | 278460.00000 278460.00| 273000.00000 273000.00| 273000.00000 273000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 191+58 | | |
0214 6080.00 240.000 kg | 2.30000 552.00| 2.25000 540.00| 2.25000 540.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0215 6105.02 225.000 Mg | 33.66000 7573.50| 33.00000 7425.00| 33.00000 7425.00
ROCK RIPRAP, TYPE B | | |
0216 6131.50 64890.000 kg | 1.28000 83059.20| 1.25000 81112.50| 1.25000 81112.50
EPOXY COATED REINFORCING STEEL | | |
0217 6139.50 105.000 m2 | 22.44000 2356.20| 22.00000 2310.00| 22.00000 2310.00
SUBSURFACE DRAINAGE MATTING | | |
0218 6200.00 1481.600 m | 90.78000 134499.65| 89.00000 131862.40| 89.00000 131862.40
CONCRETE PILING | | |
0219 6310.00 625.400 m2 | 95.88000 59963.35| 94.00000 58787.60| 94.00000 58787.60
STEEL SHEET PILING | | |
0220 8091.00 176.400 m3 | 28.56000 5037.98| 28.00000 4939.20| 28.00000 4939.20
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 989,308.08| $ 969,501.10| $ 969,501.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6E BRIDGE AT STA. 197+78
1-16 & 2-11.8 m SPANS PRESTRESSED CONC INVERTED TEE GIRDER
| | |
0221 0030.60 LUMP| 45900.00000 45900.00| 45000.00000 45000.00| 45000.00000 45000.00
MOBILIZATION | | |
0222 1010.01 2010.000 m3 | 3.47000 6974.70| 3.40000 6834.00| 3.40000 6834.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0223 1043.50 64.000 m2 | 2.55000 163.20| 2.50000 160.00| 2.50000 160.00
RIPRAP FILTER FABRIC | | |
0224 3050.15 239.900 m3 | 191.76000 46003.22| 188.00000 45101.20| 188.00000 45101.20
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0225 3051.10 14800.000 kg | 1.28000 18944.00| 1.25000 18500.00| 1.25000 18500.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0226 6000.10 100.000 LS | 4080.00000 4080.00| 4000.00000 4000.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
0227 6000.11 100.000 LS | 4080.00000 4080.00| 4000.00000 4000.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0228 6001.50 55.000 LS | 8160.00000 8160.00| 8000.00000 8000.00| 8000.00000 8000.00
BENT NO.1 EXCAVATION | | |
0229 6001.51 55.000 LS | 8160.00000 8160.00| 8000.00000 8000.00| 8000.00000 8000.00
BENT NO.2 EXCAVATION | | |
0230 6005.35 48.200 m | 122.40000 5899.68| 120.00000 5784.00| 120.00000 5784.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0231 6005.60 270.000 EACH| 36.72000 9914.40| 36.00000 9720.00| 36.00000 9720.00
ELASTOMERIC BEARING | | |
0232 6010.22 386.800 m3 | 362.10000 140060.28| 355.00000 137314.00| 355.00000 137314.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0233 6010.26 300.500 m3 | 362.10000 108811.05| 355.00000 106677.50| 355.00000 106677.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0234 6011.11 251.600 LS | 254490.00000 254490.00| 249500.00000 249500.00| 249500.00000 249500.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 197+78 | | |
0235 6040.00 1.000 EACH| 15300.00000 15300.00| 15000.00000 15000.00| 15000.00000 15000.00
REMOVE STRUCTURE AT STA. 197+79.124 LT. | | |
0236 6080.00 470.000 kg | 2.30000 1081.00| 2.25000 1057.50| 2.25000 1057.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0237 6104.00 130.000 Mg | 15.71000 2042.30| 15.40000 2002.00| 15.40000 2002.00
BROKEN CONCRETE RIPRAP | | |
0238 6105.02 1145.000 Mg | 33.66000 38540.70| 33.00000 37785.00| 33.00000 37785.00
ROCK RIPRAP, TYPE B | | |
0239 6131.50 59520.000 kg | 1.28000 76185.60| 1.25000 74400.00| 1.25000 74400.00
EPOXY COATED REINFORCING STEEL | | |
0240 6139.50 82.000 m2 | 22.44000 1840.08| 22.00000 1804.00| 22.00000 1804.00
SUBSURFACE DRAINAGE MATTING | | |
0241 6200.00 476.800 m | 90.78000 43283.90| 89.00000 42435.20| 89.00000 42435.20
CONCRETE PILING | | |
0242 6210.50 780.800 m | 85.68000 66898.94| 84.00000 65587.20| 84.00000 65587.20
PIPE PILING | | |
0243 6310.00 508.800 m2 | 95.88000 48783.74| 94.00000 47827.20| 94.00000 47827.20
STEEL SHEET PILING | | |
0244 8091.00 205.000 m3 | 28.56000 5854.80| 28.00000 5740.00| 28.00000 5740.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 961,451.59| $ 942,228.80| $ 942,228.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 7 GUARDRAIL
| | |
0245 0030.70 LUMP| 2601.00000 2601.00| 2550.00000 2550.00| 2550.00000 2550.00
MOBILIZATION | | |
0246 3013.02 120.080 m | 240.82000 28917.67| 236.10000 28350.89| 236.10000 28350.89
CONCRETE BARRIER CURB SPECIAL | | |
0247 7011.20 636.270 m | 37.52000 23872.85| 36.78000 23402.01| 36.78000 23402.01
W-BEAM GUARDRAIL | | |
0248 7011.30 121.920 m | 62.37000 7604.15| 61.15000 7455.41| 61.15000 7455.41
THRIE-BEAM GUARDRAIL | | |
0249 7020.00 18.000 EACH| 986.68000 17760.24| 967.33000 17411.94| 967.33000 17411.94
BRIDGE APPROACH SECTIONS | | |
0250 7022.50 4.000 EACH| 4277.88000 17111.52| 4194.00000 16776.00| 4194.00000 16776.00
BULLNOSE-3.8 m | | |
0251 7024.25 18.000 EACH| 1556.52000 28017.36| 1526.00000 27468.00| 1526.00000 27468.00
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 125,884.79| $ 123,414.25| $ 123,414.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 8B ELECTRICAL
| | |
0252 A001.01 7.000 EACH| 306.00000 2142.00| 350.00000 2450.00| 350.00000 2450.00
PULL BOX, TYPE PB-1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0253 A001.12 17.000 EACH| 408.00000 6936.00| 250.00000 4250.00| 250.00000 4250.00
PULL BOX, TYPE PB-5 | | |
0254 A006.98 4.000 EACH| 306.00000 1224.00| 175.00000 700.00| 175.00000 700.00
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0255 A007.00 8.000 EACH| 357.00000 2856.00| 200.00000 1600.00| 200.00000 1600.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0256 A009.14 61.000 EACH| 1530.00000 93330.00| 1681.00000 102541.00| 1681.00000 102541.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0257 A010.60 4.000 EACH| 612.00000 2448.00| 350.00000 1400.00| 350.00000 1400.00
UNDERDECK LUMINAIRE, TYPE UD-100 | | |
0258 A020.30 7.000 EACH| 1217.88000 8525.16| 1200.00000 8400.00| 1200.00000 8400.00
LIGHTING CONTROL CENTER, TYPE R | | |
0259 A070.10 3278.000 m | 5.61000 18389.58| 5.00000 16390.00| 5.00000 16390.00
38 mm CONDUIT IN TRENCH | | |
0260 A070.14 416.000 m | 8.16000 3394.56| 5.50000 2288.00| 5.50000 2288.00
50 mm CONDUIT IN TRENCH | | |
0261 A072.10 527.000 m | 7.65000 4031.55| 5.00000 2635.00| 5.00000 2635.00
38 mm CONDUIT UNDER ROADWAY | | |
0262 A072.18 79.000 m | 10.20000 805.80| 5.50000 434.50| 5.50000 434.50
75 mm CONDUIT UNDER ROADWAY | | |
0263 A080.10 816.000 m | 2.55000 2080.80| 2.25000 1836.00| 2.25000 1836.00
STREET LIGHTING CABLE, NO. 2 USE | | |
0264 A080.15 761.000 m | 2.04000 1552.44| 2.00000 1522.00| 2.00000 1522.00
STREET LIGHTING CABLE, NO. 4 USE | | |
0265 A080.22 4290.000 m | 1.53000 6563.70| 1.00000 4290.00| 1.00000 4290.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0266 A080.24 7003.000 m | 1.63000 11414.89| 1.50000 10504.50| 1.50000 10504.50
STREET LIGHTING CABLE, NO. 6 USE | | |
0267 0030.81 LUMP| 4282.98000 4282.98| 2000.00000 2000.00| 2000.00000 2000.00
MOBILIZATION | | |
SECTION TOTALS | $ 169,977.46| $ 163,241.00| $ 163,241.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 8C SIGNING
| | |
0268 0030.82 LUMP| 3516.96000 3516.96| 1000.00000 1000.00| 1000.00000 1000.00
MOBILIZATION | | |
0269 7322.01 103.762 m2 | 214.20000 22225.82| 239.00000 24799.12| 239.00000 24799.12
TYPE B SIGN | | |
0270 7340.00 5080.600 kg | 3.06000 15546.64| 3.75000 19052.25| 3.75000 19052.25
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0271 7360.24 58.000 EACH| 612.00000 35496.00| 279.00000 16182.00| 279.00000 16182.00
600 mm SIGN SUPPORT FOOTING | | |
0272 7360.30 4.000 EACH| 714.00000 2856.00| 320.00000 1280.00| 320.00000 1280.00
750 mm SIGN SUPPORT FOOTING | | |
SECTION TOTALS | $ 79,641.42| $ 62,313.37| $ 62,313.37
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0273 0001.08 39250.000 BDAY| 0.50000 19625.00| 0.50000 19625.00| 0.50000 19625.00
BARRICADE, TYPE II | | |
0274 0001.10 32878.000 BDAY| 1.28000 42083.84| 0.85000 27946.30| 1.00000 32878.00
BARRICADE, TYPE III | | |
0275 0001.30 10078.000 LDAY| 0.51000 5139.78| 0.60000 6046.80| 0.70000 7054.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0276 0001.75 900.000 EACH| 2.55000 2295.00| 7.50000 6750.00| 1.00000 900.00
TEMPORARY SIGN DAY | | |
0277 0001.90 99320.000 EACH| 0.15000 14898.00| 0.20000 19864.00| 0.30000 29796.00
SIGN DAY | | |
0278 0002.30 2000.000 m | 1.02000 2040.00| 2.16000 4320.00| 2.16000 4320.00
PAVEMENT MARKING REMOVAL | | |
0279 0002.38 2000.000 m | 1.68000 3360.00| 1.54000 3080.00| 1.54000 3080.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0280 0002.97 800.000 DAY | 5.10000 4080.00| 15.00000 12000.00| 15.00000 12000.00
FLASHING ARROW PANEL | | |
0281 0003.10 100.000 DAY | 154.87000 15487.00| 175.00000 17500.00| 295.00000 29500.00
FLAGGING | | |
0282 0003.35 5.000 DAY | 765.00000 3825.00| 1000.00000 5000.00| 2500.00000 12500.00
MOBILE TRAFFIC CONTROL OPERATION | | |
0283 0010.04 1.000 EACH| 2853.95000 2853.95| 1500.00000 1500.00| 7500.00000 7500.00
FIELD OFFICE | | |
0284 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00
TRAINING | | |
0285 0030.00 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 5000.00000 5000.00
MOBILIZATION | | |
0286 1017.00 22.660 LS | 76500.00000 76500.00| 125000.00000 125000.00| 100000.00000 100000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0287 9110.01 70.000 HOUR| 56.43000 3950.10| 75.00000 5250.00| 110.00000 7700.00
RENTAL OF LOADER, FULLY OPERATED | | |
0288 9110.02 10.000 HOUR| 57.57000 575.70| 75.00000 750.00| 105.00000 1050.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(1) 3606 |(2) 0083 |(3) 3652
|DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |CEDAR VALLEY CORP. AND SUBSI
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0289 9110.03 70.000 HOUR| 51.00000 3570.00| 55.00000 3850.00| 67.50000 4725.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0290 9110.06 60.000 HOUR| 57.57000 3454.20| 65.00000 3900.00| 125.00000 7500.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0291 9110.07 70.000 HOUR| 36.15000 2530.50| 65.00000 4550.00| 55.00000 3850.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 217,868.07| $ 278,532.10| $ 290,578.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 19,184,951.80| $ 19,487,976.03| $ 19,519,138.46
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 130.000 ha | 138.00000 17940.00| 149.44000 19427.20| 149.00000 19370.00
COVER CROP SEEDING | | |
0002 L006.50 2.000 ha | 300.00000 600.00| 325.00000 650.00| 324.00000 648.00
TEMPORARY SEEDING | | |
0003 L020.00 9628.000 m2 | 1.35000 12997.80| 1.46000 14056.88| 1.46000 14056.88
EROSION CONTROL | | |
0004 L020.01 401.000 m2 | 5.20000 2085.20| 5.63000 2257.63| 6.00000 2406.00
EROSION CONTROL, TYPE A | | |
0005 L020.09 3199.000 m2 | 11.30000 36148.70| 12.24000 39155.76| 12.00000 38388.00
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 9745.000 m2 | 1.56000 15202.20| 1.69000 16469.05| 1.70000 16566.50
EROSION CONTROL, TYPE HV | | |
0007 L021.06 1737.000 BALE| 13.90000 24144.30| 15.05000 26141.85| 15.00000 26055.00
EROSION CHECKS, TYPE HV | | |
0008 L022.00 2420.000 m | 2.40000 5808.00| 2.60000 6292.00| 2.60000 6292.00
FABRIC SILT CHECKS | | |
0009 L022.11 145.000 m | 7.60000 1102.00| 8.23000 1193.35| 8.00000 1160.00
FABRIC SILT FENCE-LOW POROSITY | | |
0010 L022.12 1060.000 m | 9.50000 10070.00| 10.29000 10907.40| 10.00000 10600.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0011 L022.13 572.000 m | 11.50000 6578.00| 12.45000 7121.40| 12.00000 6864.00
FABRIC SILT FENCE-LOW PROFILE HIGH | | |
POROSITY | | |
0012 L022.14 324.000 m | 9.50000 3078.00| 10.29000 3333.96| 10.00000 3240.00
FABRIC SILT FENCE-LOW PROFILE LOW | | |
POROSITY | | |
0013 L022.75 48.000 m | 45.00000 2160.00| 48.73000 2339.04| 49.00000 2352.00
TEMPORARY SILT CHECK | | |
0014 P300.15 20.000 m | 32.00000 640.00| 34.65000 693.00| 35.00000 700.00
375 mm CULVERT PIPE, TYPE 3,4, OR 5 | | |
0015 P300.18 23.000 m | 42.00000 966.00| 45.48000 1046.04| 46.00000 1058.00
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0016 P300.24 20.000 m | 55.00000 1100.00| 59.56000 1191.20| 60.00000 1200.00
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0017 P300.48 14.000 m | 130.00000 1820.00| 140.78000 1970.92| 140.00000 1960.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0018 P300.72 39.000 m | 212.00000 8268.00| 229.58000 8953.62| 229.00000 8931.00
1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 P400.18 709.500 m | 72.40000 51367.80| 43.12000 30593.64| 86.00000 61017.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0020 0030.10 LUMP| 459050.00000 459050.00| 336245.00000 336245.00| 458000.00000 458000.00
MOBILIZATION | | |
0021 1000.00 20.000 EACH| 500.00000 10000.00| 541.46000 10829.20| 500.00000 10000.00
LARGE TREE REMOVAL | | |
0022 1009.00 LUMP| 10000.00000 10000.00| 10829.00000 10829.00| 100000.00000 100000.00
GENERAL CLEARING AND GRUBBING | | |
0023 1010.00 131021.000 m3 | 1.73000 226666.33| 1.87000 245009.27| 3.00000 393063.00
EXCAVATION | | |
0024 1010.01 17308.000 m3 | 1.73000 29942.84| 1.87000 32365.96| 1.73000 29942.84
EXCAVATION (ESTABLISHED QUANTITY) | | |
0025 1010.10 1692501.000 m3 | 2.54000 4298952.54| 2.75000 4654377.75| 2.75000 4654377.75
EXCAVATION, BORROW | | |
0026 1011.00 100750.000 kL | 2.50000 251875.00| 2.71000 273032.50| 2.00000 201500.00
WATER | | |
0027 1012.00 127.000 EACH| 65.00000 8255.00| 70.39000 8939.53| 60.00000 7620.00
RIGHT-OF-WAY MARKERS | | |
0028 1090.00 3.000 EACH| 1500.00000 4500.00| 1624.00000 4872.00| 1000.00000 3000.00
ABANDON WELLS | | |
0029 1101.00 55414.000 m2 | 2.95000 163471.30| 2.17000 120248.38| 2.25000 124681.50
REMOVE PAVEMENT | | |
0030 1102.00 31796.000 m2 | 2.10000 66771.60| 2.11000 67089.56| 2.60000 82669.60
REMOVE ASPHALT SURFACE | | |
0031 1124.00 1.000 EACH| 2500.00000 2500.00| 2707.00000 2707.00| 100.00000 100.00
REMOVE BUILDING AT STA. 195+09 LT. | | |
0032 1124.01 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00
REMOVE BUILDING AT STA. 208+94.174 LT. | | |
0033 1124.02 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00
REMOVE BUILDING AT STA. 208+94.332 LT. | | |
0034 1124.03 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00
REMOVE BUILDING AT STA. 208+94.494 LT. | | |
0035 1124.04 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00
REMOVE BUILDING AT STA. 208+94.553 LT. | | |
0036 1124.05 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00
REMOVE BUILDING AT STA. 209+42 LT. | | |
0037 1125.00 1.000 EACH| 250.00000 250.00| 271.00000 271.00| 270.00000 270.00
CLEAR TRACT AT STA. 145+50 TO 146+00 LT.| | |
0038 1125.01 1.000 EACH| 250.00000 250.00| 271.00000 271.00| 270.00000 270.00
CLEAR TRACT AT STA. 163+25 TO 163+75 LT.| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 23
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0039 1125.02 1.000 EACH| 250.00000 250.00| 271.00000 271.00| 270.00000 270.00
CLEAR TRACT AT STA. 181+25 TO 182+00 LT.| | |
0040 1125.03 1.000 EACH| 2000.00000 2000.00| 2166.00000 2166.00| 2160.00000 2160.00
CLEAR TRACT AT STA. 194+94 TO 195+36 LT.| | |
0041 1125.04 1.000 EACH| 2000.00000 2000.00| 2166.00000 2166.00| 2160.00000 2160.00
CLEAR TRACT AT STA. 208+75 TO 209+60 LT.| | |
0042 1701.24 400.000 m | 55.00000 22000.00| 59.56000 23824.00| 65.00000 26000.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0043 1703.48 32.000 m | 130.00000 4160.00| 140.78000 4504.96| 141.00000 4512.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4 OR 5 | | |
0044 4105.59 18.600 m3 | 680.30000 12653.58| 846.86000 15751.60| 1000.00000 18600.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0045 4155.50 837.000 kg | 1.40000 1171.80| 0.53000 443.61| 2.00000 1674.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0046 4310.18 31.000 EACH| 193.70000 6004.70| 130.92000 4058.52| 365.00000 11315.00
450 mm FLARED-END SECTION | | |
0047 6040.00 1.000 EACH| 20000.00000 20000.00| 541.00000 541.00| 35000.00000 35000.00
REMOVE STRUCTURE AT STA. 198+44.756 RT. | | |
0048 6040.01 1.000 EACH| 100.00000 100.00| 541.00000 541.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 11180+70.85 LT.| | |
0049 6040.02 1.000 EACH| 100.00000 100.00| 541.00000 541.00| 1000.00000 1000.00
REMOVE STRUCTURE AT STA. 11184+07.16 LT.| | |
0050 7017.00 328.600 m | 8.00000 2628.80| 8.66000 2845.68| 7.00000 2300.20
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 5,807,629.54| $ 6,018,540.46| $ 6,394,355.27
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALLS
| | |
0051 0030.10 LUMP| 9100.00000 9100.00| 4130.00000 4130.00| 35000.00000 35000.00
MOBILIZATION | | |
0052 4095.00 1081.000 m2 | 175.78000 190018.18| 160.46000 173457.26| 136.00000 147016.00
CONCRETE FACE PANELS | | |
0053 4095.10 231.000 m | 24.00000 5544.00| 29.38000 6786.78| 27.00000 6237.00
CONCRETE LEVELING PADS | | |
0054 4095.20 231.000 m | 280.00000 64680.00| 160.99000 37188.69| 184.00000 42504.00
COPING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 24
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4350.21 390.000 m | 37.43000 14597.70| 39.50000 15405.00| 72.00000 28080.00
525 mm CORRUGATED METAL PIPE | | |
0056 8024.75 5445.000 m3 | 22.50000 122512.50| 17.26000 93980.70| 18.00000 98010.00
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 406,452.38| $ 330,948.43| $ 356,847.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 3 CONCRETE PAVEMENT
| | |
0057 P402.15 496.500 m | 59.90000 29740.35| 51.73000 25683.95| 67.00000 33265.50
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0058 0030.30 LUMP| 116860.00000 116860.00| 971413.00000 971413.00| 383000.00000 383000.00
MOBILIZATION | | |
0059 1020.03 63.000 EACH| 15.00000 945.00| 8.66000 545.58| 16.00000 1008.00
DELINEATOR, TYPE III | | |
0060 1020.06 455.000 EACH| 38.75000 17631.25| 27.07000 12316.85| 39.00000 17745.00
FLEXIBLE POST DELINEATOR | | |
0061 2001.00 560.000 m3 | 10.00000 5600.00| 50.47000 28263.20| 45.00000 25200.00
GRAVEL SURFACE COURSE | | |
0062 2021.00 2.000 EACH| 50.00000 100.00| 54.00000 108.00| 110.00000 220.00
MAILBOX POST | | |
0063 3017.40 976.000 m2 | 31.90000 31134.40| 18.54000 18095.04| 36.00000 35136.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0064 3075.52 1914.000 m2 | 43.43000 83125.02| 29.29000 56061.06| 47.00000 89958.00
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0065 3075.56 252582.000 m2 | 27.74000 7006624.68| 25.77000 6509038.14| 34.50000 8714079.00
255 mm DOWELED CONCRETE PAVMENT, CLASS | | |
47B-25 | | |
0066 3089.25 10493.000 m2 | 24.64000 258547.52| 23.99000 251727.07| 29.00000 304297.00
TEMPORARY SURFACING 200 mm | | |
0067 3300.50 22.660 LS | 8000.00000 8000.00| 41195.00000 41195.00| 20000.00000 20000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0068 3300.65 153.000 EACH| 50.00000 7650.00| 64.97000 9940.41| 75.00000 11475.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0069 4024.55 105.750 m | 123.00000 13007.25| 78.05000 8253.79| 150.00000 15862.50
FLUME SPILLWAY | | |
0070 4024.70 14.000 EACH| 1775.00000 24850.00| 1092.66000 15297.24| 1500.00000 21000.00
CONCRETE FLUME, TYPE I | | |
0071 4024.73 20.000 EACH| 2361.00000 47220.00| 971.46000 19429.20| 2000.00000 40000.00
CONCRETE FLUME, TYPE IV | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 25
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 7550.03 26200.000 m | 1.20000 31440.00| 1.30000 34060.00| 1.30000 34060.00
100 mm YELLOW EPOXY PAVEMENT MARKING | | |
0073 7550.04 31700.000 m | 1.20000 38040.00| 1.30000 41210.00| 1.30000 41210.00
100 mm WHITE EPOXY PAVEMENT MARKING | | |
0074 7550.12 1600.000 m | 3.60000 5760.00| 3.90000 6240.00| 3.90000 6240.00
300 mm WHITE EPOXY PAVEMENT MARKING | | |
0075 8051.00 11765.000 m3 | 18.96000 223064.40| 19.50000 229417.50| 21.00000 247065.00
SOIL BINDER | | |
0076 8101.40 329283.000 m2 | 1.06000 349039.98| 0.87000 286476.21| 2.20000 724422.60
SUBGRADE STABILIZATION | | |
0077 9000.75 500.000 Mg | 19.00000 9500.00| 20.58000 10290.00| 20.52000 10260.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0078 9005.00 100.000 Mg | 46.00000 4600.00| 49.81000 4981.00| 50.00000 5000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SPS | | |
0079 9005.45 80.000 Mg | 45.00000 3600.00| 48.73000 3898.40| 49.00000 3920.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0080 9009.86 69861.000 m2 | 9.75000 681144.75| 11.01000 769169.61| 14.00000 978054.00
SURFACING 150mm | | |
0081 9009.87 3946.000 m2 | 21.70000 85628.20| 23.50000 92731.00| 23.00000 90758.00
SURFACING 200mm | | |
0082 9009.88 1682.000 m2 | 27.50000 46255.00| 29.78000 50089.96| 30.00000 50460.00
SURFACING 250mm | | |
0083 9020.92 27.000 Mg | 205.00000 5535.00| 222.00000 5994.00| 221.00000 5967.00
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0084 9111.00 7421.000 kL | 3.00000 22263.00| 4.90000 36362.90| 3.00000 22263.00
WATER | | |
0085 9170.00 638.515 StaM| 180.00000 114932.70| 194.92000 124459.34| 185.00000 118125.28
EARTH SHOULDER CONSTRUCTION | | |
0086 9173.20 702.000 m2 | 92.85000 65180.70| 1.95000 1368.90| 3.50000 2457.00
SUBGRADE PREPARATION | | |
0087 9185.77 442.350 StaM| 92.85000 41072.20| 100.55000 44478.29| 80.00000 35388.00
RUMBLE STRIPS, CONCRETE | | |
0088 9188.50 1124.000 m2 | 12.40000 13937.60| 13.43000 15095.32| 14.00000 15736.00
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 26
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 9,392,029.00| $ 9,723,689.96| $ 12,103,631.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4 CULVERTS
| | |
0089 P120.24 22.000 m | 99.90000 2197.80| 82.69000 1819.18| 147.00000 3234.00
600 mm CULVERT PIPE, TYPE 2 | | |
0090 P128.24 17.000 m | 82.80000 1407.60| 83.35000 1416.95| 104.00000 1768.00
600 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0091 P200.42 45.500 m | 231.70000 10542.35| 165.95000 7550.73| 262.00000 11921.00
1050 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0092 P200.54 84.000 m | 310.30000 26065.20| 203.50000 17094.00| 313.00000 26292.00
1350 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0093 P200.72 57.500 m | 403.00000 23172.50| 328.96000 18915.20| 466.00000 26795.00
1800 mm CULVERT PIPE, TYPE 2 OR 5 | | |
0094 P277.15 18.000 m | 61.40000 1105.20| 54.13000 974.34| 90.00000 1620.00
375 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0095 P277.24 49.000 m | 90.80000 4449.20| 67.30000 3297.70| 111.00000 5439.00
600 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0096 P277.42 11.000 m | 243.90000 2682.90| 167.82000 1846.02| 284.00000 3124.00
1050 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0097 P277.48 85.000 m | 291.50000 24777.50| 186.19000 15826.15| 330.00000 28050.00
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 OR 5 | | |
0098 P400.18 10.000 m | 68.90000 689.00| 43.00000 430.00| 90.00000 900.00
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0099 P400.24 155.000 m | 90.00000 13950.00| 51.40000 7967.00| 109.00000 16895.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0100 P400.30 211.500 m | 129.40000 27368.10| 72.72000 15380.28| 136.00000 28764.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0101 P400.36 60.000 m | 158.30000 9498.00| 87.87000 5272.20| 160.00000 9600.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0102 0030.40 LUMP| 15000.00000 15000.00| 43285.00000 43285.00| 65000.00000 65000.00
MOBILIZATION | | |
0103 1043.50 1344.000 m2 | 1.90000 2553.60| 1.28000 1720.32| 3.00000 4032.00
RIPRAP FILTER FABRIC | | |
0104 4004.50 340.000 kg | 3.50000 1190.00| 2.73000 928.20| 4.00000 1360.00
CAST IRON GRATE AND FRAME | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 27
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 4035.00 6.000 EACH| 100.00000 600.00| 31.00000 186.00| 211.00000 1266.00
REMOVE FLARED-END SECTION | | |
0106 4040.00 6.000 EACH| 150.00000 900.00| 124.00000 744.00| 390.00000 2340.00
REMOVE HEADWALLS FROM CULVERTS | | |
0107 4045.00 1.000 EACH| 1800.00000 1800.00| 1663.00000 1663.00| 2500.00000 2500.00
REMOVE STRUCTURE AT STA. 124+04.5 | | |
0108 4045.01 1.000 EACH| 4000.00000 4000.00| 6111.00000 6111.00| 6000.00000 6000.00
REMOVE STRUCTURE AT STA. 11179+95.845 | | |
0109 4050.01 1499.300 m3 | 4.00000 5997.20| 3.12000 4677.82| 17.00000 25488.10
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0110 4051.01 1205.000 m3 | 6.00000 7230.00| 11.89000 14327.45| 12.00000 14460.00
EXCAVATION FOR BOX CULVERTS | | |
0111 4101.06 844.490 m3 | 260.00000 219567.40| 322.69000 272508.48| 350.00000 295571.50
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0112 4105.59 0.940 m3 | 1129.20000 1061.45| 607.86000 571.39| 650.00000 611.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0113 4151.00 46738.000 kg | 1.05000 49074.90| 1.32000 61694.16| 1.70000 79454.60
REINFORCING STEEL FOR BOX CULVERT | | |
0114 4155.50 39.000 kg | 2.00000 78.00| 0.53000 20.67| 3.00000 117.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0115 4310.18 1.000 EACH| 219.30000 219.30| 131.00000 131.00| 227.00000 227.00
450 mm FLARED-END SECTION | | |
0116 4310.24 12.000 EACH| 256.20000 3074.40| 175.17000 2102.04| 282.00000 3384.00
600 mm FLARED-END SECTION | | |
0117 4310.30 8.000 EACH| 392.60000 3140.80| 221.00000 1768.00| 390.00000 3120.00
750 mm FLARED-END SECTION | | |
0118 4310.36 2.000 EACH| 562.80000 1125.60| 332.00000 664.00| 544.00000 1088.00
900 mm FLARED-END SECTION | | |
0119 4310.42 2.000 EACH| 838.40000 1676.80| 574.00000 1148.00| 859.00000 1718.00
1050 mm FLARED-END SECTION | | |
0120 4310.54 4.000 EACH| 971.60000 3886.40| 709.00000 2836.00| 1164.00000 4656.00
1350 mm FLARED-END SECTION | | |
0121 4310.72 2.000 EACH| 1660.30000 3320.60| 1187.00000 2374.00| 1885.00000 3770.00
1800 mm FLARED-END SECTION | | |
0122 4320.15 2.000 EACH| 191.70000 383.40| 119.00000 238.00| 200.00000 400.00
375 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 28
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0123 4320.24 4.000 EACH| 252.10000 1008.40| 146.00000 584.00| 300.00000 1200.00
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0124 4320.42 2.000 EACH| 907.50000 1815.00| 464.00000 928.00| 750.00000 1500.00
1050 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0125 4670.05 6.000 m3 | 128.40000 770.40| 185.00000 1110.00| 254.00000 1524.00
CULVERT SANDFILL | | |
0126 4880.24 17.000 m | 452.60000 7694.20| 453.09000 7702.53| 475.00000 8075.00
JACKING 600 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0127 6105.01 1296.000 Mg | 30.40000 39398.40| 27.77000 35989.92| 26.00000 33696.00
ROCK RIPRAP, TYPE A | | |
SECTION TOTALS | $ 524,471.60| $ 563,802.73| $ 726,960.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 11179+36.129 ALT AA1
2-23.7 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0128 0030.60 LUMP| | |
MOBILIZATION | | |
0129 3050.15 169.100 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0130 3051.10 10765.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0131 6000.10 110.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0132 6000.11 110.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0133 6000.20 60.000 LS | | |
PIER NO.1 EXCAVATION | | |
0134 6005.35 34.400 m | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0135 6005.83 5.000 EACH| | |
FIXED BEARING | | |
0136 6010.22 166.300 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0137 6010.26 201.700 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 29
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0138 6071.12 88325.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. | | |
11179+36.129 | | |
0139 6080.00 835.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0140 6131.50 32260.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0141 6139.50 70.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0142 6200.00 182.000 m | | |
CONCRETE PILING | | |
0143 6210.50 743.800 m | | |
PIPE PILING | | |
0144 6601.15 75.800 m | | |
38 mm CONDUIT IN BRIDGE | | |
0145 8091.00 215.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 11179+36.129 ALT AA2
2-23.7 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0146 0030.60 LUMP| 45000.00000 45000.00| 44265.00000 44265.00| 36000.00000 36000.00
MOBILIZATION | | |
0147 3050.15 169.100 m3 | 188.00000 31790.80| 196.17000 33172.35| 225.00000 38047.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0148 3051.10 10765.000 kg | 1.25000 13456.25| 1.31000 14102.15| 1.50000 16147.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0149 6000.10 110.000 LS | 4000.00000 4000.00| 3447.00000 3447.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0150 6000.11 110.000 LS | 4000.00000 4000.00| 3447.00000 3447.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0151 6000.20 60.000 LS | 10000.00000 10000.00| 32379.00000 32379.00| 8000.00000 8000.00
PIER NO.1 EXCAVATION | | |
0152 6005.35 34.400 m | 120.00000 4128.00| 104.41000 3591.70| 110.00000 3784.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0153 6010.22 165.800 m3 | 385.00000 63833.00| 338.01000 56042.06| 500.00000 82900.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 30
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0154 6010.28 212.700 m3 | 385.00000 81889.50| 282.27000 60038.83| 520.00000 110604.00
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0155 6011.11 106.400 LS | 95000.00000 95000.00| 92044.00000 92044.00| 110000.00000 110000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 11179+36.129 | | |
0156 6080.00 835.000 kg | 2.00000 1670.00| 3.53000 2947.55| 3.00000 2505.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0157 6095.00 8.000 EACH| 375.00000 3000.00| 614.00000 4912.00| 500.00000 4000.00
STEEL DIAPHRAGM | | |
0158 6131.50 34490.000 kg | 1.25000 43112.50| 1.31000 45181.90| 1.50000 51735.00
EPOXY COATED REINFORCING STEEL | | |
0159 6139.50 70.000 m2 | 22.00000 1540.00| 16.95000 1186.50| 30.00000 2100.00
SUBSURFACE DRAINAGE MATTING | | |
0160 6200.00 182.000 m | 89.00000 16198.00| 62.11000 11304.02| 95.00000 17290.00
CONCRETE PILING | | |
0161 6210.50 743.800 m | 84.00000 62479.20| 56.72000 42188.34| 90.00000 66942.00
PIPE PILING | | |
0162 6601.15 75.800 m | 18.00000 1364.40| 69.74000 5286.29| 25.00000 1895.00
38 mm CONDUIT IN BRIDGE | | |
0163 8091.00 216.000 m3 | 28.00000 6048.00| 18.66000 4030.56| 30.00000 6480.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 488,509.65| $ 459,566.25| $ 564,430.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6B BRIDGE AT STA. 15008+74.274 ALT BB1
2-23.8 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE
| | |
0164 0030.60 LUMP| | |
MOBILIZATION | | |
0165 3050.15 169.100 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0166 3051.10 10775.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0167 6000.10 110.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0168 6000.11 110.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0169 6000.20 60.000 LS | | |
PIER NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 31
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0170 6005.35 34.500 m | | |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0171 6005.83 5.000 EACH| | |
FIXED BEARING | | |
0172 6010.22 169.000 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0173 6010.26 202.100 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0174 6071.12 88710.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. | | |
15008+74.274 | | |
0175 6080.00 835.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0176 6131.50 32490.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0177 6139.50 71.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0178 6200.00 182.000 m | | |
CONCRETE PILING | | |
0179 6210.50 743.800 m | | |
PIPE PILING | | |
0180 6601.15 38.000 m | | |
38 mm CONDUIT IN BRIDGE | | |
0181 8091.00 215.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ | $ | $
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6C BRIDGE AT STA. 15008+74.274 ALT BB2
2-23.8 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0182 0030.60 LUMP| 45000.00000 45000.00| 43787.00000 43787.00| 42000.00000 42000.00
MOBILIZATION | | |
0183 3050.15 169.100 m3 | 188.00000 31790.80| 196.09000 33158.82| 223.00000 37709.30
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0184 3051.10 10775.000 kg | 1.25000 13468.75| 1.31000 14115.25| 1.50000 16162.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0185 6000.10 110.000 LS | 3500.00000 3500.00| 3471.00000 3471.00| 4000.00000 4000.00
ABUTMENT NO.1 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 32
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0186 6000.11 110.000 LS | 3500.00000 3500.00| 3447.00000 3447.00| 4000.00000 4000.00
ABUTMENT NO.2 EXCAVATION | | |
0187 6000.20 60.000 LS | 9000.00000 9000.00| 23950.00000 23950.00| 8000.00000 8000.00
PIER NO.1 EXCAVATION | | |
0188 6005.35 34.500 m | 122.00000 4209.00| 104.51000 3605.60| 120.00000 4140.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0189 6010.22 167.900 m3 | 385.00000 64641.50| 346.48000 58173.99| 500.00000 83950.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0190 6010.28 214.000 m3 | 385.00000 82390.00| 280.44000 60014.16| 525.00000 112350.00
CLASS 47BD-35 CONCRETE FOR BRIDGE | | |
0191 6011.11 106.900 LS | 100800.00000 100800.00| 104012.00000 104012.00| 110000.00000 110000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 15008+74.274 | | |
0192 6080.00 835.000 kg | 2.00000 1670.00| 3.55000 2964.25| 3.00000 2505.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0193 6095.00 8.000 EACH| 375.00000 3000.00| 614.00000 4912.00| 500.00000 4000.00
STEEL DIAPHRAGM | | |
0194 6131.50 33540.000 kg | 1.25000 41925.00| 1.31000 43937.40| 1.50000 50310.00
EPOXY COATED REINFORCING STEEL | | |
0195 6139.50 71.000 m2 | 22.00000 1562.00| 16.97000 1204.87| 35.00000 2485.00
SUBSURFACE DRAINAGE MATTING | | |
0196 6200.00 182.000 m | 89.00000 16198.00| 62.11000 11304.02| 95.00000 17290.00
CONCRETE PILING | | |
0197 6210.50 743.800 m | 84.00000 62479.20| 56.71000 42180.90| 90.00000 66942.00
PIPE PILING | | |
0198 6601.15 38.000 m | 33.00000 1254.00| 62.59000 2378.42| 25.00000 950.00
38 mm CONDUIT IN BRIDGE | | |
0199 8091.00 216.000 m3 | 28.00000 6048.00| 18.66000 4030.56| 30.00000 6480.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 492,436.25| $ 460,647.24| $ 573,273.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 6D BRIDGE AT STA. 191+58
1-16 & 2-14.5 m SPANS PRESTRESSED CONC INVERTED TEE GIRDER
| | |
0200 0030.60 LUMP| 45000.00000 45000.00| 101750.00000 101750.00| 75000.00000 75000.00
MOBILIZATION | | |
0201 1010.01 2580.000 m3 | 3.40000 8772.00| 4.88000 12590.40| 4.80000 12384.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0202 1043.50 65.000 m2 | 2.50000 162.50| 5.33000 346.45| 4.00000 260.00
RIPRAP FILTER FABRIC | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 33
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0203 3050.15 230.300 m3 | 188.00000 43296.40| 182.15000 41949.15| 210.00000 48363.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0204 3051.10 17230.000 kg | 1.25000 21537.50| 1.29000 22226.70| 1.50000 25845.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0205 6000.10 90.000 LS | 3500.00000 3500.00| 3678.00000 3678.00| 6000.00000 6000.00
ABUTMENT NO.1 EXCAVATION | | |
0206 6000.11 90.000 LS | 3500.00000 3500.00| 3678.00000 3678.00| 6000.00000 6000.00
ABUTMENT NO.2 EXCAVATION | | |
0207 6001.50 70.000 LS | 8000.00000 8000.00| 60722.00000 60722.00| 8000.00000 8000.00
BENT NO.1 EXCAVATION | | |
0208 6001.51 70.000 LS | 8000.00000 8000.00| 7514.00000 7514.00| 9000.00000 9000.00
BENT NO.2 EXCAVATION | | |
0209 6005.35 62.900 m | 120.00000 7548.00| 107.35000 6752.32| 120.00000 7548.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0210 6005.60 270.000 EACH| 36.00000 9720.00| 46.84000 12646.80| 55.00000 14850.00
ELASTOMERIC BEARING | | |
0211 6010.22 358.000 m3 | 355.00000 127090.00| 277.30000 99273.40| 425.00000 152150.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0212 6010.26 347.600 m3 | 355.00000 123398.00| 334.99000 116442.52| 430.00000 149468.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0213 6011.11 285.900 LS | 273000.00000 273000.00| 290582.00000 290582.00| 272000.00000 272000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 191+58 | | |
0214 6080.00 240.000 kg | 2.25000 540.00| 6.15000 1476.00| 4.00000 960.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0215 6105.02 225.000 Mg | 33.00000 7425.00| 22.42000 5044.50| 32.00000 7200.00
ROCK RIPRAP, TYPE B | | |
0216 6131.50 64890.000 kg | 1.25000 81112.50| 1.30000 84357.00| 1.50000 97335.00
EPOXY COATED REINFORCING STEEL | | |
0217 6139.50 105.000 m2 | 22.00000 2310.00| 14.44000 1516.20| 30.00000 3150.00
SUBSURFACE DRAINAGE MATTING | | |
0218 6200.00 1481.600 m | 89.00000 131862.40| 63.80000 94526.08| 90.00000 133344.00
CONCRETE PILING | | |
0219 6310.00 625.400 m2 | 94.00000 58787.60| 92.56000 57887.02| 95.00000 59413.00
STEEL SHEET PILING | | |
0220 8091.00 176.400 m3 | 28.00000 4939.20| 18.68000 3295.15| 30.00000 5292.00
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 34
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 969,501.10| $ 1,028,253.69| $ 1,093,562.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 6E BRIDGE AT STA. 197+78
1-16 & 2-11.8 m SPANS PRESTRESSED CONC INVERTED TEE GIRDER
| | |
0221 0030.60 LUMP| 45000.00000 45000.00| 90754.00000 90754.00| 75000.00000 75000.00
MOBILIZATION | | |
0222 1010.01 2010.000 m3 | 3.40000 6834.00| 4.88000 9808.80| 12.00000 24120.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0223 1043.50 64.000 m2 | 2.50000 160.00| 5.55000 355.20| 4.00000 256.00
RIPRAP FILTER FABRIC | | |
0224 3050.15 239.900 m3 | 188.00000 45101.20| 178.04000 42711.80| 205.00000 49179.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0225 3051.10 14800.000 kg | 1.25000 18500.00| 1.30000 19240.00| 1.50000 22200.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0226 6000.10 100.000 LS | 4000.00000 4000.00| 4286.00000 4286.00| 6000.00000 6000.00
ABUTMENT NO.1 EXCAVATION | | |
0227 6000.11 100.000 LS | 4000.00000 4000.00| 4286.00000 4286.00| 6500.00000 6500.00
ABUTMENT NO.2 EXCAVATION | | |
0228 6001.50 55.000 LS | 8000.00000 8000.00| 19196.00000 19196.00| 15000.00000 15000.00
BENT NO.1 EXCAVATION | | |
0229 6001.51 55.000 LS | 8000.00000 8000.00| 9835.00000 9835.00| 15000.00000 15000.00
BENT NO.2 EXCAVATION | | |
0230 6005.35 48.200 m | 120.00000 5784.00| 107.14000 5164.15| 120.00000 5784.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0231 6005.60 270.000 EACH| 36.00000 9720.00| 46.84000 12646.80| 50.00000 13500.00
ELASTOMERIC BEARING | | |
0232 6010.22 386.800 m3 | 355.00000 137314.00| 287.83000 111332.64| 450.00000 174060.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0233 6010.26 300.500 m3 | 355.00000 106677.50| 330.24000 99237.12| 460.00000 138230.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0234 6011.11 251.600 LS | 249500.00000 249500.00| 242313.00000 242313.00| 272000.00000 272000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 197+78 | | |
0235 6040.00 1.000 EACH| 15000.00000 15000.00| 9005.00000 9005.00| 16000.00000 16000.00
REMOVE STRUCTURE AT STA. 197+79.124 LT. | | |
0236 6080.00 470.000 kg | 2.25000 1057.50| 4.69000 2204.30| 4.00000 1880.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 35
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0237 6104.00 130.000 Mg | 15.40000 2002.00| 3.50000 455.00| 14.00000 1820.00
BROKEN CONCRETE RIPRAP | | |
0238 6105.02 1145.000 Mg | 33.00000 37785.00| 22.42000 25670.90| 31.00000 35495.00
ROCK RIPRAP, TYPE B | | |
0239 6131.50 59520.000 kg | 1.25000 74400.00| 1.27000 75590.40| 1.50000 89280.00
EPOXY COATED REINFORCING STEEL | | |
0240 6139.50 82.000 m2 | 22.00000 1804.00| 14.45000 1184.90| 30.00000 2460.00
SUBSURFACE DRAINAGE MATTING | | |
0241 6200.00 476.800 m | 89.00000 42435.20| 63.81000 30424.61| 90.00000 42912.00
CONCRETE PILING | | |
0242 6210.50 780.800 m | 84.00000 65587.20| 59.53000 46481.02| 85.00000 66368.00
PIPE PILING | | |
0243 6310.00 508.800 m2 | 94.00000 47827.20| 92.55000 47089.44| 95.00000 48336.00
STEEL SHEET PILING | | |
0244 8091.00 205.000 m3 | 28.00000 5740.00| 18.69000 3831.45| 30.00000 6150.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 942,228.80| $ 913,103.53| $ 1,127,530.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 7 GUARDRAIL
| | |
0245 0030.70 LUMP| 4000.00000 4000.00| 2761.00000 2761.00| 2500.00000 2500.00
MOBILIZATION | | |
0246 3013.02 120.080 m | 236.10000 28350.89| 299.83000 36003.59| 255.00000 30620.40
CONCRETE BARRIER CURB SPECIAL | | |
0247 7011.20 636.270 m | 36.78000 23402.01| 39.83000 25342.63| 39.00000 24814.53
W-BEAM GUARDRAIL | | |
0248 7011.30 121.920 m | 61.15000 7455.41| 66.22000 8073.54| 64.00000 7802.88
THRIE-BEAM GUARDRAIL | | |
0249 7020.00 18.000 EACH| 967.33000 17411.94| 1047.54000 18855.72| 1080.00000 19440.00
BRIDGE APPROACH SECTIONS | | |
0250 7022.50 4.000 EACH| 4194.00000 16776.00| 4542.00000 18168.00| 5000.00000 20000.00
BULLNOSE-3.8 m | | |
0251 7024.25 18.000 EACH| 1526.00000 27468.00| 1652.53000 29745.54| 1600.00000 28800.00
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 124,864.25| $ 138,950.02| $ 133,977.81
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 8B ELECTRICAL
| | |
0252 A001.01 7.000 EACH| 350.00000 2450.00| 325.00000 2275.00| 378.00000 2646.00
PULL BOX, TYPE PB-1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 36
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0253 A001.12 17.000 EACH| 250.00000 4250.00| 433.17000 7363.89| 270.00000 4590.00
PULL BOX, TYPE PB-5 | | |
0254 A006.98 4.000 EACH| 175.00000 700.00| 336.00000 1344.00| 189.00000 756.00
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0255 A007.00 8.000 EACH| 200.00000 1600.00| 379.00000 3032.00| 216.00000 1728.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0256 A009.14 61.000 EACH| 1681.00000 102541.00| 1624.37000 99086.57| 1815.00000 110715.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0257 A010.60 4.000 EACH| 350.00000 1400.00| 650.00000 2600.00| 378.00000 1512.00
UNDERDECK LUMINAIRE, TYPE UD-100 | | |
0258 A020.30 7.000 EACH| 1200.00000 8400.00| 1293.00000 9051.00| 1300.00000 9100.00
LIGHTING CONTROL CENTER, TYPE R | | |
0259 A070.10 3278.000 m | 5.00000 16390.00| 5.96000 19536.88| 5.40000 17701.20
38 mm CONDUIT IN TRENCH | | |
0260 A070.14 416.000 m | 5.50000 2288.00| 8.66000 3602.56| 6.00000 2496.00
50 mm CONDUIT IN TRENCH | | |
0261 A072.10 527.000 m | 5.00000 2635.00| 8.12000 4279.24| 5.40000 2845.80
38 mm CONDUIT UNDER ROADWAY | | |
0262 A072.18 79.000 m | 5.50000 434.50| 10.83000 855.57| 6.00000 474.00
75 mm CONDUIT UNDER ROADWAY | | |
0263 A080.10 816.000 m | 2.25000 1836.00| 2.71000 2211.36| 2.50000 2040.00
STREET LIGHTING CABLE, NO. 2 USE | | |
0264 A080.15 761.000 m | 2.00000 1522.00| 2.17000 1651.37| 2.16000 1643.76
STREET LIGHTING CABLE, NO. 4 USE | | |
0265 A080.22 4290.000 m | 1.00000 4290.00| 1.62000 6949.80| 1.10000 4719.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0266 A080.24 7003.000 m | 1.50000 10504.50| 1.73000 12115.19| 1.70000 11905.10
STREET LIGHTING CABLE, NO. 6 USE | | |
0267 0030.81 LUMP| 3200.00000 3200.00| 3204.00000 3204.00| 2200.00000 2200.00
MOBILIZATION | | |
SECTION TOTALS | $ 164,441.00| $ 179,158.43| $ 177,071.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013 GROUP 8C SIGNING
| | |
0268 0030.82 LUMP| 1000.00000 1000.00| 3105.00000 3105.00| 1000.00000 1000.00
MOBILIZATION | | |
0269 7322.01 103.762 m2 | 239.00000 24799.12| 227.41000 23596.52| 405.00000 42023.61
TYPE B SIGN | | |
0270 7340.00 5080.600 kg | 3.75000 19052.25| 3.25000 16511.95| 4.00000 20322.40
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 37
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0271 7360.24 58.000 EACH| 279.00000 16182.00| 649.75000 37685.50| 300.00000 17400.00
600 mm SIGN SUPPORT FOOTING | | |
0272 7360.30 4.000 EACH| 320.00000 1280.00| 758.00000 3032.00| 345.00000 1380.00
750 mm SIGN SUPPORT FOOTING | | |
SECTION TOTALS | $ 62,313.37| $ 83,930.97| $ 82,126.01
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014 GROUP 10 GENERAL ITEMS
| | |
0273 0001.08 39250.000 BDAY| 0.50000 19625.00| 0.50000 19625.00| 0.50000 19625.00
BARRICADE, TYPE II | | |
0274 0001.10 32878.000 BDAY| 0.85000 27946.30| 1.35000 44385.30| 0.92000 30247.76
BARRICADE, TYPE III | | |
0275 0001.30 10078.000 LDAY| 0.60000 6046.80| 0.54000 5442.12| 0.65000 6550.70
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0276 0001.75 900.000 EACH| 2.50000 2250.00| 2.71000 2439.00| 3.00000 2700.00
TEMPORARY SIGN DAY | | |
0277 0001.90 99320.000 EACH| 0.20000 19864.00| 0.16000 15891.20| 0.22000 21850.40
SIGN DAY | | |
0278 0002.30 2000.000 m | 2.16000 4320.00| 1.08000 2160.00| 2.10000 4200.00
PAVEMENT MARKING REMOVAL | | |
0279 0002.38 2000.000 m | 1.54000 3080.00| 1.79000 3580.00| 1.66000 3320.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0280 0002.97 800.000 DAY | 15.00000 12000.00| 5.41000 4328.00| 12.00000 9600.00
FLASHING ARROW PANEL | | |
0281 0003.10 100.000 DAY | 225.00000 22500.00| 240.85000 24085.00| 275.00000 27500.00
FLAGGING | | |
0282 0003.35 5.000 DAY | 750.00000 3750.00| 2285.00000 11425.00| 1200.00000 6000.00
MOBILE TRAFFIC CONTROL OPERATION | | |
0283 0010.04 1.000 EACH| 10000.00000 10000.00| 947.00000 947.00| 7500.00000 7500.00
FIELD OFFICE | | |
0284 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00
TRAINING | | |
0285 0030.00 LUMP| 7210.00000 7210.00| 1.00000 1.00| 20000.00000 20000.00
MOBILIZATION | | |
0286 1017.00 22.660 LS | 120000.00000 120000.00| 200916.00000 200916.00| 125000.00000 125000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0287 9110.01 70.000 HOUR| 80.00000 5600.00| 64.98000 4548.60| 117.00000 8190.00
RENTAL OF LOADER, FULLY OPERATED | | |
0288 9110.02 10.000 HOUR| 75.00000 750.00| 62.00000 620.00| 132.00000 1320.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/18/02
PAGE : 38
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3032X COUNTIES : COLFAX
LETTING DATE : 04/18/02 1:30 pm DISTRICT : 3
PROJECT(S) : EACNH-30-6(126)
====================================================================================================================================
|(4) 0751 |(5) 0049 |(6) 1227
|JENSEN CO., INC./IRVING F. |HAWKINS CONSTRUCTION COMPANY|GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0289 9110.03 70.000 HOUR| 60.00000 4200.00| 64.98000 4548.60| 70.00000 4900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0290 9110.06 60.000 HOUR| 60.00000 3600.00| 97.46000 5847.60| 110.00000 6600.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0291 9110.07 70.000 HOUR| 110.00000 7700.00| 119.12000 8338.40| 70.00000 4900.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 282,042.10| $ 360,727.82| $ 311,603.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 19,656,919.04| $ 20,261,319.53| $ 23,645,370.19
====================================================================================================================================