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Last Updated: 02/07/2003
February 06, 2003 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : 2
VENDOR RANKING

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 DISTRICT : 2
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-133-2(110)
ON N-133, I-680 TO N-36, OMAHA

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VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------


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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 12,915,674.95 100.0000%
2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 12,940,545.06 100.1926%
3 0229 FRED CARLSON COMPANY, INC. $ 13,527,604.51 104.7379%
4 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 13,661,683.43 105.7760%
5 0751 IRVING F. JENSEN CO., INC. $ 13,748,827.47 106.4507%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -3
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 76173.00000 76173.00| 400000.00000 400000.00| 253500.00000 253500.00
MOBILIZATION | | |
0002 1000.00 6.000 EACH| 1108.00000 6648.00| 320.00000 1920.00| 300.00000 1800.00
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 29915.00000 29915.00| 55000.00000 55000.00| 51000.00000 51000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 419090.000 m3 | 1.48000 620253.20| 4.90000 2053541.00| 4.60000 1927814.00
EXCAVATION | | |
0005 1010.01 40608.000 m3 | 1.44000 58475.52| 1.50000 60912.00| 1.38000 56039.04
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.10 702449.000 m3 | 1.79000 1257383.71| 0.01000 7024.49| 0.01000 7024.49
EXCAVATION, BORROW | | |
0007 1011.00 22431.000 kL | 5.26000 117987.06| 2.60000 58320.60| 2.50000 56077.50
WATER | | |
0008 1012.00 176.000 EACH| 65.37000 11505.12| 70.00000 12320.00| 65.00000 11440.00
RIGHT-OF-WAY MARKERS | | |
0009 1042.00 15000.000 m2 | 0.38000 5700.00| 0.50000 7500.00| 0.45000 6750.00
SALVAGING AND PLACING HYDRIC SOIL | | |
0010 1043.50 2482.000 m2 | 1.36000 3375.52| 2.40000 5956.80| 1.80000 4467.60
RIPRAP FILTER FABRIC | | |
0011 1090.00 3.000 EACH| 942.00000 2826.00| 1700.00000 5100.00| 1000.00000 3000.00
ABANDON WELLS | | |
0012 1101.25 184.000 m | 8.20000 1508.80| 8.20000 1508.80| 8.20000 1508.80
SAWING PAVEMENT | | |
0013 1102.00 10760.000 m2 | 4.09000 44008.40| 2.50000 26900.00| 2.25000 24210.00
REMOVE ASPHALT SURFACE | | |
0014 1106.00 237.000 m2 | 3.36000 796.32| 4.00000 948.00| 3.00000 711.00
REMOVE DRIVEWAY | | |
0015 1109.00 913.000 m | 21.80000 19903.40| 24.10000 22003.30| 5.00000 4565.00
REMOVE CURB | | |
0016 1121.00 1.000 EACH| 449.00000 449.00| 550.00000 550.00| 500.00000 500.00
REMOVE CONCRETE FLUME | | |
0017 1122.01 2149.000 m2 | 3.36000 7220.64| 3.50000 7521.50| 3.00000 6447.00
REMOVE CONCRETE MEDIAN SURFACING | | |
0018 1123.00 518.000 m2 | 3.36000 1740.48| 5.00000 2590.00| 4.00000 2072.00
REMOVE CONCRETE DITCH LINER | | |
0019 1124.00 1.000 EACH| 886.00000 886.00| 1500.00000 1500.00| 1000.00000 1000.00
REMOVE BUILDING AT STA. 69+04 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -4
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1124.01 1.000 EACH| 3878.00000 3878.00| 3500.00000 3500.00| 3000.00000 3000.00
REMOVE BUILDING AT STA. 69+27 | | |
0021 1125.00 1.000 EACH| 2105.00000 2105.00| 1500.00000 1500.00| 1000.00000 1000.00
CLEAR TRACT AT STA. 68+65 TO 69+80 RT. | | |
0022 1701.18 27.500 m | 58.72000 1614.80| 60.00000 1650.00| 45.00000 1237.50
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0023 1701.24 103.100 m | 64.26000 6625.21| 70.00000 7217.00| 60.00000 6186.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0024 1701.30 13.000 m | 97.50000 1267.50| 80.00000 1040.00| 85.00000 1105.00
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 1701.36 34.500 m | 105.26000 3631.47| 90.00000 3105.00| 100.00000 3450.00
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0026 3017.50 401.000 m2 | 66.48000 26658.48| 73.00000 29273.00| 55.00000 22055.00
INTERLOCKING CONCRETE PAVER BLOCK | | |
0027 4105.59 17.900 m3 | 690.20000 12354.58| 810.00000 14499.00| 550.00000 9845.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0028 4155.50 801.000 kg | 0.66000 528.66| 3.30000 2643.30| 1.50000 1201.50
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0029 4310.18 21.000 EACH| 113.01000 2373.21| 190.00000 3990.00| 150.00000 3150.00
450 mm FLARED-END SECTION | | |
0030 4310.24 4.000 EACH| 119.00000 476.00| 210.00000 840.00| 150.00000 600.00
600 mm FLARED-END SECTION | | |
0031 4310.30 4.000 EACH| 203.00000 812.00| 260.00000 1040.00| 250.00000 1000.00
750 mm FLARED-END SECTION | | |
0032 4310.36 4.000 EACH| 291.00000 1164.00| 350.00000 1400.00| 450.00000 1800.00
900 mm FLARED-END SECTION | | |
0033 6105.02 7148.000 Mg | 18.91000 135168.68| 18.80000 134382.40| 23.50000 167978.00
ROCK RIPRAP, TYPE B | | |
0034 7017.00 142.000 m | 11.08000 1573.36| 12.00000 1704.00| 6.00000 852.00
REMOVE GUARDRAIL | | |
0035 9110.01 100.000 HOUR| 99.72000 9972.00| 90.00000 9000.00| 165.00000 16500.00
RENTAL OF LOADER, FULLY OPERATED | | |
0036 9110.03 100.000 HOUR| 77.56000 7756.00| 70.00000 7000.00| 60.00000 6000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -5
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 9110.06 100.000 HOUR| 105.26000 10526.00| 90.00000 9000.00| 100.00000 10000.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0038 9110.07 100.000 HOUR| 72.02000 7202.00| 100.00000 10000.00| 110.00000 11000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0039 9110.09 10.000 HOUR| 166.00000 1660.00| 170.00000 1700.00| 200.00000 2000.00
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
0040 L006.00 39.500 ha | 276.99000 10941.11| 260.00000 10270.00| 250.00000 9875.00
COVER CROP SEEDING | | |
0041 L020.00 15820.000 m2 | 1.41000 22306.20| 1.35000 21357.00| 1.27000 20091.40
EROSION CONTROL | | |
0042 L020.03 2395.000 m2 | 1.84000 4406.80| 1.75000 4191.25| 1.66000 3975.70
EROSION CONTROL, TYPE C | | |
0043 L020.08 13988.000 m2 | 5.23000 73157.24| 5.00000 69940.00| 4.72000 66023.36
EROSION CONTROL, TYPE AA | | |
0044 L020.09 2221.000 m2 | 11.36000 25230.56| 11.00000 24431.00| 10.25000 22765.25
EROSION CONTROL, TYPE AAA | | |
0045 L020.10 2706.000 m2 | 1.77000 4789.62| 1.70000 4600.20| 1.60000 4329.60
EROSION CONTROL, TYPE HV | | |
0046 L021.06 252.000 BALE| 13.30000 3351.60| 12.50000 3150.00| 12.00000 3024.00
EROSION CHECKS, TYPE HV | | |
0047 L021.13 402.000 BALE| 18.84000 7573.68| 18.20000 7316.40| 17.00000 6834.00
EROSION CHECKS, TYPE ST-AA | | |
0048 L021.14 48.000 BALE| 16.62000 797.76| 16.00000 768.00| 15.00000 720.00
EROSION CHECKS, TYPE ST-C | | |
0049 L021.15 144.000 BALE| 16.62000 2393.28| 16.00000 2304.00| 15.00000 2160.00
EROSION CHECKS, TYPE ST-HV | | |
0050 L021.21 406.000 BALE| 14.40000 5846.40| 13.50000 5481.00| 13.00000 5278.00
EROSION CHECKS, TYPE AA | | |
0051 L021.22 42.000 BALE| 33.24000 1396.08| 32.00000 1344.00| 30.00000 1260.00
EROSION CHECKS, TYPE AAA | | |
0052 L022.11 4126.000 m | 7.27000 29996.02| 7.00000 28882.00| 6.60000 27231.60
FABRIC SILT FENCE-LOW POROSITY | | |
0053 L022.25 1641.000 m | 9.42000 15458.22| 9.00000 14769.00| 8.50000 13948.50
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0054 L022.75 2693.000 m | 14.44000 38886.92| 13.50000 36355.50| 13.05000 35143.65
TEMPORARY SILT CHECK | | |
0055 P400.18 617.900 m | 77.56000 47924.32| 73.30000 45292.07| 71.00000 43870.90
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
SECTION TOTALS | $ 2,798,557.93| $ 3,256,051.61| $ 2,956,417.39
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -6
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0056 0030.30 LUMP| 489646.00000 489646.00| 447000.00000 447000.00| 628300.00000 628300.00
MOBILIZATION | | |
0057 1020.01 196.000 EACH| 14.68000 2877.28| 15.00000 2940.00| 13.25000 2597.00
DELINEATOR, TYPE I | | |
0058 1020.02 13.000 EACH| 21.33000 277.29| 20.00000 260.00| 19.25000 250.25
DELINEATOR, TYPE II | | |
0059 1020.20 24.000 EACH| 28.81000 691.44| 30.00000 720.00| 26.00000 624.00
INSTALL CHEVRONS | | |
0060 2001.03 164.000 Mg | 15.76000 2584.64| 20.90000 3427.60| 15.00000 2460.00
GRAVEL SURFACE COURSE | | |
0061 3008.05 62.000 EACH| 3.07000 190.34| 6.60000 409.20| 5.50000 341.00
TIE BARS | | |
0062 3014.11 55.900 m | 43.94000 2456.25| 36.40000 2034.76| 55.00000 3074.50
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0063 3017.40 2271.000 m2 | 17.94000 40741.74| 29.00000 65859.00| 25.00000 56775.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0064 3075.12 802.000 m2 | 18.54000 14869.08| 25.10000 20130.20| 20.84000 16713.68
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0065 3075.31 4795.000 m2 | 22.28000 106832.60| 22.60000 108367.00| 24.01000 115127.95
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0066 3075.51 15753.000 m2 | 28.81000 453843.93| 25.00000 393825.00| 27.46000 432577.38
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0067 3075.55 116885.000 m2 | 27.03000 3159401.55| 24.30000 2840305.50| 28.86000 3373301.10
255 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0068 3275.20 53570.000 m2 | 6.38000 341776.60| 5.20000 278564.00| 5.55000 297313.50
CRUSH CONCRETE PAVEMENT | | |
0069 3300.50 24.697 LS | 13446.00000 13446.00| 18682.10000 18682.10| 15000.00000 15000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0070 3300.65 70.000 EACH| 45.03000 3152.10| 50.00000 3500.00| 35.00000 2450.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0071 4015.00 2.000 EACH| 89.00000 178.00| 264.90000 529.80| 500.00000 1000.00
ADJUST MANHOLE TO GRADE | | |
0072 7492.04 17500.000 m | 1.72000 30100.00| 1.80000 31500.00| 1.55000 27125.00
100 mm WHITE THERMOPLASTIC, TYPE C | | |
0073 7492.05 13000.000 m | 1.72000 22360.00| 1.65000 21450.00| 1.55000 20150.00
100 mm YELLOW THERMOPLASTIC, TYPE C | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -7
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0074 8029.10 139062.000 m2 | 5.33000 741200.46| 4.00000 556248.00| 5.13000 713388.06
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0075 8032.04 19128.000 m2 | 1.37000 26205.36| 3.20000 61209.60| 2.12000 40551.36
CRUSHED CONCRETE FOUNDATION COURSE 100 | | |
mm | | |
0076 8060.05 335.000 EACH| 99.54000 33345.90| 118.30000 39630.50| 50.00000 16750.00
GRANULAR SUBDRAIN | | |
0077 9005.30 6430.000 Mg | 29.26000 188141.80| 28.00000 180040.00| 26.50000 170395.00
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0078 9005.45 2510.000 Mg | 32.87000 82503.70| 30.00000 75300.00| 30.00000 75300.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0079 9009.00 600.000 m2 | 6.05000 3630.00| 6.00000 3600.00| 5.50000 3300.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0080 9009.75 13747.000 m2 | 27.78000 381891.66| 25.70000 353297.90| 25.10000 345049.70
TEMPORARY SURFACING 200 mm | | |
0081 9009.86 20980.000 m2 | 13.04000 273579.20| 12.50000 262250.00| 16.30000 341974.00
SURFACING 150mm | | |
0082 9021.01 482.760 Mg | 252.14000 121723.11| 250.00000 120690.00| 230.00000 111034.80
PERFORMANCE GRADED BINDER (64-22) | | |
0083 9053.00 8170.000 L | 0.38000 3104.60| 0.50000 4085.00| 0.35000 2859.50
TACK COAT | | |
0084 9111.00 3407.000 kL | 0.98000 3338.86| 2.80000 9539.60| 3.00000 10221.00
WATER | | |
0085 9170.00 297.790 StaM| 363.42000 108222.84| 230.00000 68491.70| 220.00000 65513.80
EARTH SHOULDER CONSTRUCTION | | |
0086 9173.20 179590.000 m2 | 0.88000 158039.20| 1.40000 251426.00| 1.00000 179590.00
SUBGRADE PREPARATION | | |
0087 9179.24 48.238 StaM| 1421.24000 68557.78| 1400.00000 67533.20| 1283.00000 61889.35
COLD MILLING, CLASS 4 | | |
0088 9179.44 90.950 StaM| 975.62000 88732.64| 1000.00000 90950.00| 880.00000 80036.00
COLD MILLING, CLASS 4 TYPE "A" | | |
0089 9188.50 400.000 m2 | 32.45000 12980.00| 30.00000 12000.00| 28.00000 11200.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 6,980,621.95| $ 6,395,795.66| $ 7,224,232.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0090 0030.40 LUMP| 77496.00000 77496.00| 85000.00000 85000.00| 80000.00000 80000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -8
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0091 1117.00 2.000 EACH| 145.00000 290.00| 300.00000 600.00| 286.00000 572.00
REMOVE MANHOLE | | |
0092 1119.00 4.000 EACH| 145.00000 580.00| 300.00000 1200.00| 229.00000 916.00
REMOVE INLET | | |
0093 4002.00 568.000 kg | 2.33000 1323.44| 3.00000 1704.00| 4.60000 2612.80
CAST IRON COVER AND FRAME | | |
0094 4004.50 680.000 kg | 2.80000 1904.00| 3.00000 2040.00| 5.00000 3400.00
CAST IRON GRATE AND FRAME | | |
0095 4018.00 1.000 EACH| 476.00000 476.00| 500.00000 500.00| 425.00000 425.00
TAPPING EXISTING STRUCTURE | | |
0096 4018.50 1.000 EACH| 476.00000 476.00| 500.00000 500.00| 425.00000 425.00
TAPPING EXISTING PIPE | | |
0097 4035.00 21.000 EACH| 26.24000 551.04| 100.00000 2100.00| 100.00000 2100.00
REMOVE FLARED-END SECTION | | |
0098 4035.25 4.000 EACH| 66.00000 264.00| 200.00000 800.00| 400.00000 1600.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0099 4043.50 19.000 m | 14.27000 271.13| 70.00000 1330.00| 40.00000 760.00
REMOVE SEWER PIPE | | |
0100 4044.00 1.000 EACH| 1156.00000 1156.00| 4000.00000 4000.00| 2500.00000 2500.00
PREPARATION OF STRUCTURE AT STA. 104+79 | | |
0101 4044.01 1.000 EACH| 426.00000 426.00| 4000.00000 4000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. 111+65 | | |
0102 4044.02 1.000 EACH| 6066.00000 6066.00| 4000.00000 4000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. 120+98 | | |
5 | | |
0103 4044.03 1.000 EACH| 237.00000 237.00| 4000.00000 4000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. 131+33 | | |
0104 4044.04 1.000 EACH| 189.00000 189.00| 4000.00000 4000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. 139+13 | | |
0105 4044.05 1.000 EACH| 377.00000 377.00| 4000.00000 4000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. 145+38 | | |
0106 4044.06 1.000 EACH| 755.00000 755.00| 4500.00000 4500.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. 150+39 | | |
0107 4045.00 1.000 EACH| 2618.00000 2618.00| 6000.00000 6000.00| 4000.00000 4000.00
REMOVE STRUCTURE AT STA. 142+03 | | |
0108 4045.01 1.000 EACH| 6414.00000 6414.00| 10000.00000 10000.00| 7500.00000 7500.00
REMOVE STRUCTURE AT STA. 135+07.6 | | |
0109 4045.02 1.000 EACH| 1832.00000 1832.00| 3000.00000 3000.00| 2000.00000 2000.00
REMOVE STRUCTURE AT STA. 6004+44 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -9
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 4045.03 1.000 EACH| 207.00000 207.00| 4000.00000 4000.00| 2500.00000 2500.00
REMOVE STRUCTURE AT STA. 122+60 LT. | | |
0111 4050.01 701.000 m3 | 0.03000 21.03| 8.50000 5958.50| 11.50000 8061.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0112 4051.01 7569.000 m3 | 14.63000 110734.47| 12.00000 90828.00| 10.50000 79474.50
EXCAVATION FOR BOX CULVERTS | | |
0113 4101.06 1088.860 m3 | 266.41000 290083.19| 320.00000 348435.20| 310.00000 337546.60
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0114 4105.59 8.790 m3 | 480.00000 4219.20| 500.00000 4395.00| 600.00000 5274.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0115 4107.07 9.800 m3 | 407.00000 3988.60| 400.00000 3920.00| 500.00000 4900.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0116 4151.00 73449.000 kg | 1.19000 87404.31| 1.10000 80793.90| 1.10000 80793.90
REINFORCING STEEL FOR BOX CULVERT | | |
0117 4155.50 292.000 kg | 0.51000 148.92| 2.20000 642.40| 1.85000 540.20
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0118 4157.00 398.000 kg | 0.51000 202.98| 3.20000 1273.60| 1.75000 696.50
REINFORCING STEEL FOR COLLARS | | |
0119 4310.18 2.000 EACH| 269.00000 538.00| 350.00000 700.00| 400.00000 800.00
450 mm FLARED-END SECTION | | |
0120 4310.24 14.000 EACH| 301.42000 4219.88| 350.00000 4900.00| 425.00000 5950.00
600 mm FLARED-END SECTION | | |
0121 4310.30 3.000 EACH| 339.00000 1017.00| 450.00000 1350.00| 500.00000 1500.00
750 mm FLARED-END SECTION | | |
0122 4310.36 5.000 EACH| 445.00000 2225.00| 560.00000 2800.00| 600.00000 3000.00
900 mm FLARED-END SECTION | | |
0123 4310.48 6.000 EACH| 788.00000 4728.00| 950.00000 5700.00| 1025.00000 6150.00
1200 mm FLARED-END SECTION | | |
0124 4461.24 2.000 EACH| 301.00000 602.00| 150.00000 300.00| 520.00000 1040.00
INSTALL 600 mm CONCRETE FLARED-END | | |
SECTION | | |
0125 4461.30 1.000 EACH| 339.00000 339.00| 150.00000 150.00| 800.00000 800.00
INSTALL 750 mm CONCRETE FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -10
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0126 4461.42 1.000 EACH| 548.00000 548.00| 1100.00000 1100.00| 1100.00000 1100.00
INSTALL 1050 mm CONCRETE FLARED-END | | |
SECTION | | |
0127 4670.05 641.000 m3 | 25.51000 16351.91| 60.00000 38460.00| 20.00000 12820.00
CULVERT SANDFILL | | |
0128 4805.04 69.000 m | 72.02000 4969.38| 48.30000 3332.70| 21.00000 1449.00
100 mm STEEL CASING | | |
0129 4880.48 32.000 m | 824.33000 26378.56| 793.00000 25376.00| 1500.00000 48000.00
JACKING 1200 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0130 P120.24 274.800 m | 87.41000 24020.27| 100.00000 27480.00| 102.00000 28029.60
600 mm CULVERT PIPE, TYPE 2 | | |
0131 P120.30 67.500 m | 108.87000 7348.73| 125.00000 8437.50| 130.00000 8775.00
750 mm CULVERT PIPE, TYPE 2 | | |
0132 P120.36 45.500 m | 147.77000 6723.54| 180.00000 8190.00| 180.00000 8190.00
900 mm CULVERT PIPE, TYPE 2 | | |
0133 P120.48 48.500 m | 227.59000 11038.12| 320.00000 15520.00| 275.00000 13337.50
1200 mm CULVERT PIPE, TYPE 2 | | |
0134 P128.48 32.000 m | 235.17000 7525.44| 310.00000 9920.00| 275.00000 8800.00
1200 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0135 P400.18 31.500 m | 56.20000 1770.30| 140.00000 4410.00| 87.50000 2756.25
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0136 P400.24 91.200 m | 78.92000 7197.50| 110.00000 10032.00| 109.00000 9940.80
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0137 P400.30 40.000 m | 101.54000 4061.60| 150.00000 6000.00| 135.00000 5400.00
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0138 P400.36 115.500 m | 175.33000 20250.62| 185.00000 21367.50| 180.00000 20790.00
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0139 P700.18 8.500 m | 56.00000 476.00| 120.00000 1020.00| 100.00000 850.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0140 P700.24 26.000 m | 78.85000 2050.10| 120.00000 3120.00| 125.00000 3250.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0141 P702.24 10.500 m | 78.59000 825.20| 125.00000 1312.50| 128.00000 1344.00
600 mm STORM SEWER PIPE, TYPE 1 | | |
0142 P702.30 17.000 m | 101.71000 1729.07| 150.00000 2550.00| 165.00000 2805.00
750 mm STORM SEWER PIPE, TYPE 1 | | |
0143 P702.42 10.000 m | 193.00000 1930.00| 250.00000 2500.00| 260.00000 2600.00
1050 mm STORM SEWER PIPE, TYPE 1 | | |
0144 W176.28 93.000 m | 38.78000 3606.54| 40.00000 3720.00| 50.00000 4650.00
31 mm WATER SERVICE PVC | | |
SECTION TOTALS | $ 763,181.07| $ 893,268.80| $ 845,725.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -11
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0145 0030.50 LUMP| 1.00000 1.00| 5000.00000 5000.00| 3000.00000 3000.00
MOBILIZATION | | |
0146 4900.24 28.000 EACH| 637.39000 17846.92| 375.00000 10500.00| 500.00000 14000.00
AREA INLET SEDIMENT FILTER | | |
0147 L001.01 26.300 ha | 1335.11000 35113.39| 1250.00000 32875.00| 1205.00000 31691.50
SEEDING, TYPE A | | |
0148 L001.02 13.200 ha | 1013.80000 13382.16| 1000.00000 13200.00| 915.00000 12078.00
SEEDING, TYPE B | | |
0149 L020.01 5914.000 m2 | 5.10000 30161.40| 4.90000 28978.60| 4.60000 27204.40
EROSION CONTROL, TYPE A | | |
0150 L020.07 9580.000 m2 | 3.38000 32380.40| 3.20000 30656.00| 3.05000 29219.00
EROSION CONTROL, TYPE B-1 | | |
0151 L020.08 3672.000 m2 | 5.23000 19204.56| 5.00000 18360.00| 4.72000 17331.84
EROSION CONTROL, TYPE AA | | |
0152 L020.10 24496.000 m2 | 1.66000 40663.36| 1.60000 39193.60| 1.50000 36744.00
EROSION CONTROL, TYPE HV | | |
0153 L022.00 1399.000 m | 4.54000 6351.46| 4.30000 6015.70| 4.10000 5735.90
FABRIC SILT CHECKS | | |
0154 L032.75 198.000 Mg | 77.56000 15356.88| 75.00000 14850.00| 70.00000 13860.00
MULCH | | |
SECTION TOTALS | $ 210,461.53| $ 199,628.90| $ 190,864.64
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 120+78.954 R 2-20.387M & 1-25.435M STRAIT WELD STEEL GIRD ON CURVE PROFIL
| | |
0155 0030.60 LUMP| 55731.00000 55731.00| 20000.00000 20000.00| 70000.00000 70000.00
MOBILIZATION | | |
0156 3050.15 144.300 m3 | 196.27000 28321.76| 173.30000 25007.19| 215.00000 31024.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0157 3051.10 10844.000 kg | 1.25000 13555.00| 1.20000 13012.80| 1.06000 11494.64
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0158 6000.10 62.000 LS | 2630.00000 2630.00| 2167.20000 2167.20| 6500.00000 6500.00
ABUTMENT NO.1 EXCAVATION | | |
0159 6000.11 62.000 LS | 2630.00000 2630.00| 2167.20000 2167.20| 6500.00000 6500.00
ABUTMENT NO.2 EXCAVATION | | |
0160 6001.50 70.000 LS | 3924.00000 3924.00| 4224.40000 4224.40| 35000.00000 35000.00
BENT NO.1 EXCAVATION | | |
0161 6001.51 70.000 LS | 3924.00000 3924.00| 4224.40000 4224.40| 35000.00000 35000.00
BENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -12
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0162 6005.35 42.000 m | 101.83000 4276.86| 107.40000 4510.80| 90.00000 3780.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0163 6005.78 12.000 EACH| 511.14000 6133.68| 588.90000 7066.80| 480.00000 5760.00
EXPANSION BEARING, TFE TYPE | | |
0164 6005.83 4.000 EACH| 508.00000 2032.00| 586.90000 2347.60| 475.00000 1900.00
FIXED BEARING | | |
0165 6010.22 319.100 m3 | 252.29000 80505.74| 360.50000 115035.55| 340.00000 108494.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0166 6010.26 232.400 m3 | 276.38000 64230.71| 447.30000 103952.52| 340.00000 79016.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0167 6071.11 95886.000 LS | 146125.00000 146125.00| 145405.30000 145405.30| 151000.00000 151000.00
STEEL SUPERSTRUCTURE AT STA. 120+78.954 | | |
0168 6080.00 1888.700 kg | 5.01000 9462.39| 3.50000 6610.45| 4.55000 8593.59
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0169 6131.50 39770.000 kg | 1.29000 51303.30| 1.30000 51701.00| 1.10000 43747.00
EPOXY COATED REINFORCING STEEL | | |
0170 6139.50 105.700 m2 | 15.90000 1680.63| 31.60000 3340.12| 20.00000 2114.00
SUBSURFACE DRAINAGE MATTING | | |
0171 6210.50 1420.400 m | 54.24000 77042.50| 58.90000 83661.56| 53.00000 75281.20
PIPE PILING | | |
0172 6310.00 275.800 m2 | 109.98000 30332.48| 102.50000 28269.50| 110.00000 30338.00
STEEL SHEET PILING | | |
0173 8091.00 155.500 m3 | 17.39000 2704.15| 52.00000 8086.00| 25.00000 3887.50
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 586,545.20| $ 630,790.39| $ 709,430.43
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 120+78.954 L 2-20.387M & 1-25.435M STRAIT WELD STEEL GIRD ON CURVE PROFIL
| | |
0174 0030.60 LUMP| 62857.00000 62857.00| 20000.00000 20000.00| 70000.00000 70000.00
MOBILIZATION | | |
0175 3050.15 163.200 m3 | 193.24000 31536.77| 173.30000 28282.56| 215.00000 35088.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0176 3051.10 11206.000 kg | 1.25000 14007.50| 1.20000 13447.20| 1.06000 11878.36
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0177 6000.10 62.000 LS | 2630.00000 2630.00| 2167.20000 2167.20| 6500.00000 6500.00
ABUTMENT NO.1 EXCAVATION | | |
0178 6000.11 62.000 LS | 2630.00000 2630.00| 2167.20000 2167.20| 6500.00000 6500.00
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -13
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0179 6001.50 70.000 LS | 3924.00000 3924.00| 4224.40000 4224.40| 35000.00000 35000.00
BENT NO.1 EXCAVATION | | |
0180 6001.51 70.000 LS | 3924.00000 3924.00| 4224.40000 4224.40| 35000.00000 35000.00
BENT NO.2 EXCAVATION | | |
0181 6005.35 43.400 m | 101.75000 4415.95| 106.40000 4617.76| 90.00000 3906.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0182 6005.78 12.000 EACH| 511.14000 6133.68| 588.90000 7066.80| 480.00000 5760.00
EXPANSION BEARING, TFE TYPE | | |
0183 6005.83 4.000 EACH| 508.00000 2032.00| 586.90000 2347.60| 475.00000 1900.00
FIXED BEARING | | |
0184 6010.22 311.800 m3 | 251.45000 78402.11| 368.90000 115023.02| 340.00000 106012.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0185 6010.26 243.800 m3 | 312.58000 76207.00| 437.60000 106686.88| 340.00000 82892.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0186 6040.00 1.000 EACH| 64120.00000 64120.00| 31065.10000 31065.10| 35000.00000 35000.00
REMOVE STRUCTURE AT STA. 121+28 | | |
0187 6071.11 99179.000 LS | 150658.00000 150658.00| 149500.30000 149500.30| 155000.00000 155000.00
STEEL SUPERSTRUCTURE AT STA. 120+78.954 | | |
0188 6080.00 1861.800 kg | 5.01000 9327.62| 3.50000 6516.30| 4.60000 8564.28
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0189 6131.50 40675.000 kg | 1.29000 52470.75| 1.30000 52877.50| 1.10000 44742.50
EPOXY COATED REINFORCING STEEL | | |
0190 6139.50 110.200 m2 | 16.07000 1770.91| 31.30000 3449.26| 20.00000 2204.00
SUBSURFACE DRAINAGE MATTING | | |
0191 6210.50 1420.400 m | 54.24000 77042.50| 58.90000 83661.56| 53.00000 75281.20
PIPE PILING | | |
0192 6310.00 286.000 m2 | 109.61000 31348.46| 101.40000 29000.40| 110.00000 31460.00
STEEL SHEET PILING | | |
0193 8091.00 155.500 m3 | 17.43000 2710.37| 52.00000 8086.00| 25.00000 3887.50
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 678,148.62| $ 674,411.44| $ 756,575.84
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6B BRIDGES AT STA. 6003+97.844 1-34.5M PRESTRESSED CONCRETE NU-1600 GIRDER BRIDGE
| | |
0194 0030.60 LUMP| 41045.00000 41045.00| 20000.00000 20000.00| 40000.00000 40000.00
MOBILIZATION | | |
0195 3050.15 176.600 m3 | 178.43000 31510.74| 200.00000 35320.00| 195.00000 34437.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -14
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0196 3051.10 10960.000 kg | 1.26000 13809.60| 1.20000 13152.00| 1.10000 12056.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0197 6000.10 19.000 LS | 2575.00000 2575.00| 1485.70000 1485.70| 8000.00000 8000.00
ABUTMENT NO.1 EXCAVATION | | |
0198 6000.11 13.000 LS | 2575.00000 2575.00| 1485.70000 1485.70| 8000.00000 8000.00
ABUTMENT NO.2 EXCAVATION | | |
0199 6005.60 10.000 EACH| 382.00000 3820.00| 444.20000 4442.00| 370.00000 3700.00
ELASTOMERIC BEARING | | |
0200 6010.22 61.500 m3 | 246.64000 15168.36| 331.30000 20374.95| 400.00000 24600.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0201 6010.26 187.300 m3 | 297.35000 55693.66| 378.60000 70911.78| 290.00000 54317.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0202 6011.11 91.000 LS | 99304.00000 99304.00| 98354.50000 98354.50| 90000.00000 90000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 6003+97.844 | | |
0203 6040.00 1.000 EACH| 28580.00000 28580.00| 16099.20000 16099.20| 13750.00000 13750.00
REMOVE STRUCTURE AT STA. 6003+95.233 | | |
0204 6080.00 1805.000 kg | 6.95000 12544.75| 3.70000 6678.50| 6.00000 10830.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0205 6131.50 21120.000 kg | 1.29000 27244.80| 1.30000 27456.00| 1.10000 23232.00
EPOXY COATED REINFORCING STEEL | | |
0206 6139.50 98.000 m2 | 25.37000 2486.26| 32.20000 3155.60| 20.00000 1960.00
SUBSURFACE DRAINAGE MATTING | | |
0207 6210.50 724.200 m | 59.29000 42937.82| 63.70000 46131.54| 53.00000 38382.60
PIPE PILING | | |
0208 6310.00 361.600 m2 | 109.58000 39624.13| 99.80000 36087.68| 110.00000 39776.00
STEEL SHEET PILING | | |
0209 8091.00 325.000 m3 | 17.42000 5661.50| 47.60000 15470.00| 25.00000 8125.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 424,580.62| $ 416,605.15| $ 411,165.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6C BRIDGES AT STA. 6003+97.844 1-34.5M 1500 WELDED PLATE GIRDER BRIDGE
| | |
0210 0030.60 LUMP| | |
MOBILIZATION | | |
0211 3050.15 176.600 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -15
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0212 3051.10 10960.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0213 6000.10 19.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0214 6000.11 13.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0215 6005.60 10.000 EACH| | |
ELASTOMERIC BEARING | | |
0216 6010.22 61.500 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0217 6010.26 178.900 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0218 6040.00 1.000 EACH| | |
REMOVE STRUCTURE 6003+95.233 | | |
0219 6071.11 56780.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 6003+97.84 | | |
0220 6080.00 1805.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0221 6131.50 22015.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0222 6139.50 98.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0223 6210.50 724.200 m | | |
PIPE PILING | | |
0224 6310.00 361.600 m2 | | |
STEEL SHEET PILING | | |
0225 8091.00 325.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 7 GUARDRAIL
| | |
0226 0030.70 LUMP| 1669.00000 1669.00| 2000.00000 2000.00| 1500.00000 1500.00
MOBILIZATION | | |
0227 7011.20 135.255 m | 55.40000 7493.13| 52.00000 7033.26| 50.00000 6762.75
W-BEAM GUARDRAIL | | |
0228 7011.30 80.479 m | 72.02000 5796.10| 70.00000 5633.53| 65.00000 5231.14
THRIE-BEAM GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -16
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0229 7020.00 6.000 EACH| 2216.00000 13296.00| 2200.00000 13200.00| 2000.00000 12000.00
BRIDGE APPROACH SECTIONS | | |
0230 7020.60 2.000 EACH| 2216.00000 4432.00| 2200.00000 4400.00| 2000.00000 4000.00
SPECIAL BRIDGE APPROACH SECTION | | |
0231 7022.00 2.000 EACH| 609.00000 1218.00| 600.00000 1200.00| 575.00000 1150.00
END ANCHORAGE ASSEMBLY | | |
0232 7022.50 2.000 EACH| 5429.00000 10858.00| 5000.00000 10000.00| 5000.00000 10000.00
BULLNOSE-3.8 m | | |
0233 7024.25 4.000 EACH| 2105.00000 8420.00| 2000.00000 8000.00| 1900.00000 7600.00
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 53,182.23| $ 51,466.79| $ 48,243.89
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 8B ELECTRICAL
| | |
0234 0030.81 LUMP| 7156.00000 7156.00| 15000.00000 15000.00| 6400.00000 6400.00
MOBILIZATION | | |
0235 A001.01 25.000 EACH| 609.39000 15234.75| 580.00000 14500.00| 50.00000 1250.00
PULL BOX, TYPE PB-1 | | |
0236 A001.02 13.000 EACH| 553.99000 7201.87| 530.00000 6890.00| 500.00000 6500.00
PULL BOX, TYPE PB-1A | | |
0237 A001.06 4.000 EACH| 720.00000 2880.00| 680.00000 2720.00| 650.00000 2600.00
PULL BOX, TYPE PB-2A | | |
0238 A004.00 16.000 EACH| 720.18000 11522.88| 675.00000 10800.00| 650.00000 10400.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0239 A004.04 4.000 EACH| 1330.00000 5320.00| 1250.00000 5000.00| 1200.00000 4800.00
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0240 A004.40 9.000 EACH| 665.00000 5985.00| 630.00000 5670.00| 600.00000 5400.00
TRAFFIC SIGNAL, TYPE TS-2 | | |
0241 A005.25 1.000 EACH| 9972.00000 9972.00| 9400.00000 9400.00| 9000.00000 9000.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | |
0242 A006.85 9.000 EACH| 776.00000 6984.00| 750.00000 6750.00| 700.00000 6300.00
PEDESTAL POLE, TYPE PP-3.0 | | |
0243 A006.98 71.000 EACH| 304.69000 21632.99| 300.00000 21300.00| 275.00000 19525.00
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0244 A007.00 44.000 EACH| 332.39000 14625.16| 320.00000 14080.00| 300.00000 13200.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0245 A007.08 4.000 EACH| 499.00000 1996.00| 470.00000 1880.00| 450.00000 1800.00
VEHICLE DETECTOR, TYPE TD-3 | | |
0246 A009.16 15.000 EACH| 2105.15000 31577.25| 2000.00000 30000.00| 1900.00000 28500.00
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | |
7-0.20 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -17
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0247 A012.60 3.000 EACH| 5374.00000 16122.00| 5000.00000 15000.00| 4900.00000 14700.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-15.5-3.7 | | |
0248 A012.90 1.000 EACH| 6648.00000 6648.00| 6200.00000 6200.00| 6000.00000 6000.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-18.5-3.7 | | |
0249 A013.02 4.000 EACH| 8310.00000 33240.00| 8000.00000 32000.00| 7500.00000 30000.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-23.0-3.7 | | |
0250 A020.30 2.000 EACH| 1385.00000 2770.00| 1300.00000 2600.00| 1250.00000 2500.00
LIGHTING CONTROL CENTER, TYPE R | | |
0251 A070.10 750.000 m | 6.65000 4987.50| 3.40000 2550.00| 6.00000 4500.00
38 mm CONDUIT IN TRENCH | | |
0252 A070.14 1718.500 m | 7.76000 13335.56| 7.40000 12716.90| 7.00000 12029.50
50 mm CONDUIT IN TRENCH | | |
0253 A072.10 188.000 m | 7.20000 1353.60| 6.80000 1278.40| 6.50000 1222.00
38 mm CONDUIT UNDER ROADWAY | | |
0254 A072.14 329.900 m | 8.31000 2741.47| 8.00000 2639.20| 7.50000 2474.25
50 mm CONDUIT UNDER ROADWAY | | |
0255 A072.18 214.600 m | 13.30000 2854.18| 12.50000 2682.50| 12.00000 2575.20
75 mm CONDUIT UNDER ROADWAY | | |
0256 A074.14 21.800 m | 38.78000 845.40| 37.00000 806.60| 35.00000 763.00
50 mm CONDUIT, JACKED | | |
0257 A077.13 1265.800 m | 1.16000 1468.33| 1.10000 1392.38| 1.05000 1329.09
3/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0258 A077.22 394.200 m | 3.88000 1529.50| 3.70000 1458.54| 3.50000 1379.70
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0259 A079.01 2391.800 m | 1.16000 2774.49| 1.10000 2630.98| 1.05000 2511.39
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0260 A079.50 1416.800 m | 1.11000 1572.65| 1.10000 1558.48| 1.00000 1416.80
GROUNDING CONDUCTOR | | |
0261 A079.55 120.000 m | 2.77000 332.40| 2.60000 312.00| 2.50000 300.00
SERVICE CABLE | | |
0262 A080.22 988.000 m | 1.38000 1363.44| 1.50000 1482.00| 1.25000 1235.00
STREET LIGHTING CABLE, NO. 6 BARE | | |
0263 A080.24 1876.000 m | 1.77000 3320.52| 2.00000 3752.00| 1.60000 3001.60
STREET LIGHTING CABLE, NO. 6 USE | | |
0264 A081.00 270.100 m | 2.22000 599.62| 2.10000 567.21| 2.00000 540.20
6 PAIR COMMUNICATION CABLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -18
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0265 A500.20 1.000 EACH| 2216.00000 2216.00| 2100.00000 2100.00| 2000.00000 2000.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0266 A610.00 1.000 EACH| 1858.00000 1858.00| 2500.00000 2500.00| 1700.00000 1700.00
REMOVE TRAFFIC SIGNAL AT N-133 & 103RD | | |
STREET | | |
0267 A610.01 1.000 EACH| 3712.00000 3712.00| 3500.00000 3500.00| 3500.00000 3500.00
REMOVE TRAFFIC SIGNAL AT N-133 & N-36 | | |
SECTION TOTALS | $ 247,732.56| $ 243,717.19| $ 211,352.73
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 10 GENERAL ITEMS
| | |
0268 0001.08 24470.000 BDAY| 0.50000 12235.00| 0.50000 12235.00| 0.50000 12235.00
BARRICADE, TYPE II | | |
0269 0001.10 41392.000 BDAY| 1.06000 43875.52| 1.05000 43461.60| 0.96000 39736.32
BARRICADE, TYPE III | | |
0270 0001.75 420.000 EACH| 2.77000 1163.40| 2.70000 1134.00| 2.50000 1050.00
TEMPORARY SIGN DAY | | |
0271 0001.90 59825.000 EACH| 0.04000 2393.00| 0.05000 2991.25| 0.05000 2991.25
SIGN DAY | | |
0272 0001.98 14918.000 EACH| 0.70000 10442.60| 0.70000 10442.60| 0.63000 9398.34
CONTRACTOR FURNISHED SIGN | | |
0273 0002.30 25000.000 m | 0.51000 12750.00| 0.50000 12500.00| 0.50000 12500.00
PAVEMENT MARKING REMOVAL | | |
0274 0002.44 38500.000 m | 0.25000 9625.00| 0.25000 9625.00| 0.25000 9625.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0275 0002.47 10000.000 m | 0.38000 3800.00| 0.35000 3500.00| 0.35000 3500.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0276 0002.61 550.000 EACH| 26.59000 14624.50| 30.00000 16500.00| 24.00000 13200.00
PLOWABLE PAVEMENT MARKER | | |
0277 0003.10 50.000 DAY | 278.35000 13917.50| 206.60000 10330.00| 210.00000 10500.00
FLAGGING | | |
0278 0003.75 2.000 EACH| 14958.00000 29916.00| 14000.00000 28000.00| 14000.00000 28000.00
TEMPORARY TRAFFIC SIGNAL | | |
0279 0010.04 1.000 EACH| 3656.00000 3656.00| 5600.00000 5600.00| 10000.00000 10000.00
FIELD OFFICE | | |
0280 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00
TRAINING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -19
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 1 ) 0049 |( 2 ) 0103 |( 3 ) 0229
|HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0281 0030.10 LUMP| 1.00000 1.00| 5000.00000 5000.00| 3600.00000 3600.00
MOBILIZATION | | |
0282 9185.77 208.800 StaM| 60.65000 12663.72| 76.10000 15889.68| 75.00000 15660.00
RUMBLE STRIPS, CONCRETE | | |
SECTION TOTALS | $ 172,663.24| $ 178,809.13| $ 173,595.91
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 12,915,674.95| $ 12,940,545.06| $ 13,527,604.51
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -20
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 245000.00000 245000.00| 294200.00000 294200.00|
MOBILIZATION | | |
0002 1000.00 6.000 EACH| 300.00000 1800.00| 300.00000 1800.00|
LARGE TREE REMOVAL | | |
0003 1009.00 LUMP| 51000.00000 51000.00| 60000.00000 60000.00|
GENERAL CLEARING AND GRUBBING | | |
0004 1010.00 419090.000 m3 | 4.60000 1927814.00| 4.85000 2032586.50|
EXCAVATION | | |
0005 1010.01 40608.000 m3 | 1.38000 56039.04| 1.50000 60912.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1010.10 702449.000 m3 | 0.01000 7024.49| 0.01000 7024.49|
EXCAVATION, BORROW | | |
0007 1011.00 22431.000 kL | 2.50000 56077.50| 2.50000 56077.50|
WATER | | |
0008 1012.00 176.000 EACH| 65.00000 11440.00| 65.00000 11440.00|
RIGHT-OF-WAY MARKERS | | |
0009 1042.00 15000.000 m2 | 0.45000 6750.00| 0.45000 6750.00|
SALVAGING AND PLACING HYDRIC SOIL | | |
0010 1043.50 2482.000 m2 | 1.80000 4467.60| 1.80000 4467.60|
RIPRAP FILTER FABRIC | | |
0011 1090.00 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00|
ABANDON WELLS | | |
0012 1101.25 184.000 m | 8.20000 1508.80| 8.20000 1508.80|
SAWING PAVEMENT | | |
0013 1102.00 10760.000 m2 | 1.85000 19906.00| 2.25000 24210.00|
REMOVE ASPHALT SURFACE | | |
0014 1106.00 237.000 m2 | 3.00000 711.00| 3.00000 711.00|
REMOVE DRIVEWAY | | |
0015 1109.00 913.000 m | 5.00000 4565.00| 5.00000 4565.00|
REMOVE CURB | | |
0016 1121.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00|
REMOVE CONCRETE FLUME | | |
0017 1122.01 2149.000 m2 | 3.00000 6447.00| 3.00000 6447.00|
REMOVE CONCRETE MEDIAN SURFACING | | |
0018 1123.00 518.000 m2 | 4.00000 2072.00| 4.00000 2072.00|
REMOVE CONCRETE DITCH LINER | | |
0019 1124.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
REMOVE BUILDING AT STA. 69+04 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -21
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1124.01 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00|
REMOVE BUILDING AT STA. 69+27 | | |
0021 1125.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00|
CLEAR TRACT AT STA. 68+65 TO 69+80 RT. | | |
0022 1701.18 27.500 m | 45.00000 1237.50| 45.00000 1237.50|
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0023 1701.24 103.100 m | 60.00000 6186.00| 60.00000 6186.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0024 1701.30 13.000 m | 85.00000 1105.00| 85.00000 1105.00|
750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0025 1701.36 34.500 m | 100.00000 3450.00| 100.00000 3450.00|
900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0026 3017.50 401.000 m2 | 60.00000 24060.00| 60.00000 24060.00|
INTERLOCKING CONCRETE PAVER BLOCK | | |
0027 4105.59 17.900 m3 | 440.00000 7876.00| 438.25000 7844.68|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0028 4155.50 801.000 kg | 1.40000 1121.40| 1.40000 1121.40|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0029 4310.18 21.000 EACH| 150.00000 3150.00| 125.00000 2625.00|
450 mm FLARED-END SECTION | | |
0030 4310.24 4.000 EACH| 150.00000 600.00| 150.00000 600.00|
600 mm FLARED-END SECTION | | |
0031 4310.30 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00|
750 mm FLARED-END SECTION | | |
0032 4310.36 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00|
900 mm FLARED-END SECTION | | |
0033 6105.02 7148.000 Mg | 23.50000 167978.00| 23.50000 167978.00|
ROCK RIPRAP, TYPE B | | |
0034 7017.00 142.000 m | 6.00000 852.00| 6.00000 852.00|
REMOVE GUARDRAIL | | |
0035 9110.01 100.000 HOUR| 90.00000 9000.00| 50.00000 5000.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0036 9110.03 100.000 HOUR| 65.00000 6500.00| 60.00000 6000.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -22
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 9110.06 100.000 HOUR| 60.00000 6000.00| 57.50000 5750.00|
RENTAL OF BACKHOE, FULLY OPERATED | | |
0038 9110.07 100.000 HOUR| 110.00000 11000.00| 110.00000 11000.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0039 9110.09 10.000 HOUR| 165.00000 1650.00| 165.00000 1650.00|
RENTAL OF TRACTOR AND SCRAPER, FULLY | | |
OPERATED | | |
0040 L006.00 39.500 ha | 250.00000 9875.00| 250.00000 9875.00|
COVER CROP SEEDING | | |
0041 L020.00 15820.000 m2 | 1.27000 20091.40| 1.27000 20091.40|
EROSION CONTROL | | |
0042 L020.03 2395.000 m2 | 1.66000 3975.70| 1.66000 3975.70|
EROSION CONTROL, TYPE C | | |
0043 L020.08 13988.000 m2 | 4.72000 66023.36| 4.72000 66023.36|
EROSION CONTROL, TYPE AA | | |
0044 L020.09 2221.000 m2 | 10.25000 22765.25| 10.25000 22765.25|
EROSION CONTROL, TYPE AAA | | |
0045 L020.10 2706.000 m2 | 1.60000 4329.60| 1.60000 4329.60|
EROSION CONTROL, TYPE HV | | |
0046 L021.06 252.000 BALE| 12.00000 3024.00| 12.00000 3024.00|
EROSION CHECKS, TYPE HV | | |
0047 L021.13 402.000 BALE| 17.00000 6834.00| 17.00000 6834.00|
EROSION CHECKS, TYPE ST-AA | | |
0048 L021.14 48.000 BALE| 15.00000 720.00| 15.00000 720.00|
EROSION CHECKS, TYPE ST-C | | |
0049 L021.15 144.000 BALE| 15.00000 2160.00| 15.00000 2160.00|
EROSION CHECKS, TYPE ST-HV | | |
0050 L021.21 406.000 BALE| 13.00000 5278.00| 13.00000 5278.00|
EROSION CHECKS, TYPE AA | | |
0051 L021.22 42.000 BALE| 30.00000 1260.00| 30.00000 1260.00|
EROSION CHECKS, TYPE AAA | | |
0052 L022.11 4126.000 m | 6.58000 27149.08| 6.56000 27066.56|
FABRIC SILT FENCE-LOW POROSITY | | |
0053 L022.25 1641.000 m | 8.50000 13948.50| 8.50000 13948.50|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0054 L022.75 2693.000 m | 13.03000 35089.79| 13.03000 35089.79|
TEMPORARY SILT CHECK | | |
0055 P400.18 617.900 m | 90.20000 55734.58| 69.00000 42635.10|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
SECTION TOTALS | $ 2,943,946.59| $ 3,097,607.73| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -23
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0056 0030.30 LUMP| 639250.00000 639250.00| 390000.00000 390000.00|
MOBILIZATION | | |
0057 1020.01 196.000 EACH| 8.00000 1568.00| 13.25000 2597.00|
DELINEATOR, TYPE I | | |
0058 1020.02 13.000 EACH| 8.00000 104.00| 19.25000 250.25|
DELINEATOR, TYPE II | | |
0059 1020.20 24.000 EACH| 25.00000 600.00| 26.00000 624.00|
INSTALL CHEVRONS | | |
0060 2001.03 164.000 Mg | 12.64000 2072.96| 14.00000 2296.00|
GRAVEL SURFACE COURSE | | |
0061 3008.05 62.000 EACH| 6.00000 372.00| 12.00000 744.00|
TIE BARS | | |
0062 3014.11 55.900 m | 60.00000 3354.00| 36.00000 2012.40|
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0063 3017.40 2271.000 m2 | 26.95000 61203.45| 26.95000 61203.45|
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0064 3075.12 802.000 m2 | 29.35000 23538.70| 29.35000 23538.70|
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0065 3075.31 4795.000 m2 | 29.92000 143466.40| 28.90000 138575.50|
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0066 3075.51 15753.000 m2 | 36.22000 570573.66| 29.50000 464713.50|
255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0067 3075.55 116885.000 m2 | 27.56000 3221350.60| 32.00000 3740320.00|
255 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0068 3275.20 53570.000 m2 | 4.83000 258743.10| 4.83000 258743.10|
CRUSH CONCRETE PAVEMENT | | |
0069 3300.50 24.697 LS | 14600.00000 14600.00| 11500.00000 11500.00|
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0070 3300.65 70.000 EACH| 60.00000 4200.00| 60.00000 4200.00|
CONCRETE PAVEMENT THICKNESS CORE | | |
0071 4015.00 2.000 EACH| 500.00000 1000.00| 250.00000 500.00|
ADJUST MANHOLE TO GRADE | | |
0072 7492.04 17500.000 m | 1.55000 27125.00| 1.55000 27125.00|
100 mm WHITE THERMOPLASTIC, TYPE C | | |
0073 7492.05 13000.000 m | 1.55000 20150.00| 1.55000 20150.00|
100 mm YELLOW THERMOPLASTIC, TYPE C | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -24
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0074 8029.10 139062.000 m2 | 4.80000 667497.60| 3.79000 527044.98|
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0075 8032.04 19128.000 m2 | 3.94000 75364.32| 2.15000 41125.20|
CRUSHED CONCRETE FOUNDATION COURSE 100 | | |
mm | | |
0076 8060.05 335.000 EACH| 82.25000 27553.75| 82.25000 27553.75|
GRANULAR SUBDRAIN | | |
0077 9005.30 6430.000 Mg | 29.95000 192578.50| 26.41000 169816.30|
ASPHALTIC CONCRETE, TYPE SP2(12.5) | | |
0078 9005.45 2510.000 Mg | 32.80000 82328.00| 29.67000 74471.70|
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0079 9009.00 600.000 m2 | 12.00000 7200.00| 5.46000 3276.00|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0080 9009.75 13747.000 m2 | 25.87000 355634.89| 25.07000 344637.29|
TEMPORARY SURFACING 200 mm | | |
0081 9009.86 20980.000 m2 | 14.52000 304629.60| 11.77000 246934.60|
SURFACING 150mm | | |
0082 9021.01 482.760 Mg | 248.50000 119965.86| 227.57000 109861.69|
PERFORMANCE GRADED BINDER (64-22) | | |
0083 9053.00 8170.000 L | 0.25000 2042.50| 0.34000 2777.80|
TACK COAT | | |
0084 9111.00 3407.000 kL | 3.00000 10221.00| 3.00000 10221.00|
WATER | | |
0085 9170.00 297.790 StaM| 220.00000 65513.80| 220.00000 65513.80|
EARTH SHOULDER CONSTRUCTION | | |
0086 9173.20 179590.000 m2 | 0.83000 149059.70| 1.30000 233467.00|
SUBGRADE PREPARATION | | |
0087 9179.24 48.238 StaM| 1308.00000 63095.30| 1282.74000 61876.81|
COLD MILLING, CLASS 4 | | |
0088 9179.44 90.950 StaM| 861.00000 78307.95| 880.54000 80085.11|
COLD MILLING, CLASS 4 TYPE "A" | | |
0089 9188.50 400.000 m2 | 40.00000 16000.00| 27.55000 11020.00|
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 7,210,264.64| $ 7,158,775.93| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0090 0030.40 LUMP| 19000.00000 19000.00| 35000.00000 35000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -25
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0091 1117.00 2.000 EACH| 255.00000 510.00| 399.00000 798.00|
REMOVE MANHOLE | | |
0092 1119.00 4.000 EACH| 231.00000 924.00| 150.00000 600.00|
REMOVE INLET | | |
0093 4002.00 568.000 kg | 2.85000 1618.80| 3.30000 1874.40|
CAST IRON COVER AND FRAME | | |
0094 4004.50 680.000 kg | 3.00000 2040.00| 3.90000 2652.00|
CAST IRON GRATE AND FRAME | | |
0095 4018.00 1.000 EACH| 455.00000 455.00| 299.00000 299.00|
TAPPING EXISTING STRUCTURE | | |
0096 4018.50 1.000 EACH| 390.00000 390.00| 249.00000 249.00|
TAPPING EXISTING PIPE | | |
0097 4035.00 21.000 EACH| 73.00000 1533.00| 70.00000 1470.00|
REMOVE FLARED-END SECTION | | |
0098 4035.25 4.000 EACH| 175.00000 700.00| 150.00000 600.00|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0099 4043.50 19.000 m | 61.05000 1159.95| 20.00000 380.00|
REMOVE SEWER PIPE | | |
0100 4044.00 1.000 EACH| 2660.00000 2660.00| 1497.00000 1497.00|
PREPARATION OF STRUCTURE AT STA. 104+79 | | |
0101 4044.01 1.000 EACH| 2570.00000 2570.00| 798.00000 798.00|
PREPARATION OF STRUCTURE AT STA. 111+65 | | |
0102 4044.02 1.000 EACH| 4950.00000 4950.00| 1796.00000 1796.00|
PREPARATION OF STRUCTURE AT STA. 120+98 | | |
5 | | |
0103 4044.03 1.000 EACH| 1400.00000 1400.00| 798.00000 798.00|
PREPARATION OF STRUCTURE AT STA. 131+33 | | |
0104 4044.04 1.000 EACH| 1200.00000 1200.00| 798.00000 798.00|
PREPARATION OF STRUCTURE AT STA. 139+13 | | |
0105 4044.05 1.000 EACH| 1800.00000 1800.00| 998.00000 998.00|
PREPARATION OF STRUCTURE AT STA. 145+38 | | |
0106 4044.06 1.000 EACH| 4800.00000 4800.00| 1397.00000 1397.00|
PREPARATION OF STRUCTURE AT STA. 150+39 | | |
0107 4045.00 1.000 EACH| 5300.00000 5300.00| 6385.00000 6385.00|
REMOVE STRUCTURE AT STA. 142+03 | | |
0108 4045.01 1.000 EACH| 6200.00000 6200.00| 7981.00000 7981.00|
REMOVE STRUCTURE AT STA. 135+07.6 | | |
0109 4045.02 1.000 EACH| 2950.00000 2950.00| 1696.00000 1696.00|
REMOVE STRUCTURE AT STA. 6004+44 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -26
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 4045.03 1.000 EACH| 2489.00000 2489.00| 998.00000 998.00|
REMOVE STRUCTURE AT STA. 122+60 LT. | | |
0111 4050.01 701.000 m3 | 7.85000 5502.85| 12.00000 8412.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0112 4051.01 7569.000 m3 | 9.00000 68121.00| 16.00000 121104.00|
EXCAVATION FOR BOX CULVERTS | | |
0113 4101.06 1088.860 m3 | 362.00000 394167.32| 331.00000 360412.66|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0114 4105.59 8.790 m3 | 440.00000 3867.60| 692.00000 6082.68|
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0115 4107.07 9.800 m3 | 365.00000 3577.00| 443.00000 4341.40|
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0116 4151.00 73449.000 kg | 1.58000 116049.42| 1.20000 88138.80|
REINFORCING STEEL FOR BOX CULVERT | | |
0117 4155.50 292.000 kg | 2.09000 610.28| 1.90000 554.80|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0118 4157.00 398.000 kg | 3.00000 1194.00| 1.90000 756.20|
REINFORCING STEEL FOR COLLARS | | |
0119 4310.18 2.000 EACH| 323.00000 646.00| 365.80000 731.60|
450 mm FLARED-END SECTION | | |
0120 4310.24 14.000 EACH| 331.00000 4634.00| 426.30000 5968.20|
600 mm FLARED-END SECTION | | |
0121 4310.30 3.000 EACH| 405.00000 1215.00| 519.20000 1557.60|
750 mm FLARED-END SECTION | | |
0122 4310.36 5.000 EACH| 526.00000 2630.00| 658.00000 3290.00|
900 mm FLARED-END SECTION | | |
0123 4310.48 6.000 EACH| 860.00000 5160.00| 1223.80000 7342.80|
1200 mm FLARED-END SECTION | | |
0124 4461.24 2.000 EACH| 135.00000 270.00| 109.70000 219.40|
INSTALL 600 mm CONCRETE FLARED-END | | |
SECTION | | |
0125 4461.30 1.000 EACH| 135.00000 135.00| 109.70000 109.70|
INSTALL 750 mm CONCRETE FLARED-END | | |
SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -27
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0126 4461.42 1.000 EACH| 1040.00000 1040.00| 109.70000 109.70|
INSTALL 1050 mm CONCRETE FLARED-END | | |
SECTION | | |
0127 4670.05 641.000 m3 | 57.00000 36537.00| 100.00000 64100.00|
CULVERT SANDFILL | | |
0128 4805.04 69.000 m | 60.00000 4140.00| 58.90000 4064.10|
100 mm STEEL CASING | | |
0129 4880.48 32.000 m | 800.00000 25600.00| 779.20000 24934.40|
JACKING 1200 mm CULVERT PIPE, TYPE 2 | | |
CLASS IV | | |
0130 P120.24 274.800 m | 93.00000 25556.40| 91.20000 25061.76|
600 mm CULVERT PIPE, TYPE 2 | | |
0131 P120.30 67.500 m | 118.00000 7965.00| 122.10000 8241.75|
750 mm CULVERT PIPE, TYPE 2 | | |
0132 P120.36 45.500 m | 170.00000 7735.00| 208.20000 9473.10|
900 mm CULVERT PIPE, TYPE 2 | | |
0133 P120.48 48.500 m | 300.00000 14550.00| 263.60000 12784.60|
1200 mm CULVERT PIPE, TYPE 2 | | |
0134 P128.48 32.000 m | 295.00000 9440.00| 213.10000 6819.20|
1200 mm CULVERT PIPE, TYPE 2 CLASS IV | | |
0135 P400.18 31.500 m | 118.00000 3717.00| 68.60000 2160.90|
450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0136 P400.24 91.200 m | 105.00000 9576.00| 91.20000 8317.44|
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0137 P400.30 40.000 m | 141.00000 5640.00| 122.10000 4884.00|
750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0138 P400.36 115.500 m | 173.00000 19981.50| 208.20000 24047.10|
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0139 P700.18 8.500 m | 100.00000 850.00| 71.70000 609.45|
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0140 P700.24 26.000 m | 114.00000 2964.00| 94.30000 2451.80|
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0141 P702.24 10.500 m | 117.00000 1228.50| 94.30000 990.15|
600 mm STORM SEWER PIPE, TYPE 1 | | |
0142 P702.30 17.000 m | 137.00000 2329.00| 125.30000 2130.10|
750 mm STORM SEWER PIPE, TYPE 1 | | |
0143 P702.42 10.000 m | 250.00000 2500.00| 218.20000 2182.00|
1050 mm STORM SEWER PIPE, TYPE 1 | | |
0144 W176.28 93.000 m | 39.00000 3627.00| 35.40000 3292.20|
31 mm WATER SERVICE PVC | | |
SECTION TOTALS | $ 857,405.62| $ 884,739.99| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -28
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0145 0030.50 LUMP| 100.00000 100.00| 1000.00000 1000.00|
MOBILIZATION | | |
0146 4900.24 28.000 EACH| 450.00000 12600.00| 800.00000 22400.00|
AREA INLET SEDIMENT FILTER | | |
0147 L001.01 26.300 ha | 1205.00000 31691.50| 1205.00000 31691.50|
SEEDING, TYPE A | | |
0148 L001.02 13.200 ha | 915.00000 12078.00| 915.00000 12078.00|
SEEDING, TYPE B | | |
0149 L020.01 5914.000 m2 | 4.60000 27204.40| 4.60000 27204.40|
EROSION CONTROL, TYPE A | | |
0150 L020.07 9580.000 m2 | 3.05000 29219.00| 3.05000 29219.00|
EROSION CONTROL, TYPE B-1 | | |
0151 L020.08 3672.000 m2 | 4.72000 17331.84| 4.72000 17331.84|
EROSION CONTROL, TYPE AA | | |
0152 L020.10 24496.000 m2 | 1.50000 36744.00| 1.50000 36744.00|
EROSION CONTROL, TYPE HV | | |
0153 L022.00 1399.000 m | 4.10000 5735.90| 4.10000 5735.90|
FABRIC SILT CHECKS | | |
0154 L032.75 198.000 Mg | 70.00000 13860.00| 70.00000 13860.00|
MULCH | | |
SECTION TOTALS | $ 186,564.64| $ 197,264.64| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 120+78.954 R 2-20.387M & 1-25.435M STRAIT WELD STEEL GIRD ON CURVE PROFIL
| | |
0155 0030.60 LUMP| 69250.00000 69250.00| 72250.00000 72250.00|
MOBILIZATION | | |
0156 3050.15 144.300 m3 | 215.00000 31024.50| 215.00000 31024.50|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0157 3051.10 10844.000 kg | 1.06000 11494.64| 1.06000 11494.64|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0158 6000.10 62.000 LS | 6500.00000 6500.00| 11500.00000 11500.00|
ABUTMENT NO.1 EXCAVATION | | |
0159 6000.11 62.000 LS | 6500.00000 6500.00| 11500.00000 11500.00|
ABUTMENT NO.2 EXCAVATION | | |
0160 6001.50 70.000 LS | 35000.00000 35000.00| 45000.00000 45000.00|
BENT NO.1 EXCAVATION | | |
0161 6001.51 70.000 LS | 35000.00000 35000.00| 45000.00000 45000.00|
BENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -29
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0162 6005.35 42.000 m | 90.00000 3780.00| 90.00000 3780.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0163 6005.78 12.000 EACH| 480.00000 5760.00| 480.00000 5760.00|
EXPANSION BEARING, TFE TYPE | | |
0164 6005.83 4.000 EACH| 475.00000 1900.00| 475.00000 1900.00|
FIXED BEARING | | |
0165 6010.22 319.100 m3 | 340.00000 108494.00| 340.00000 108494.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0166 6010.26 232.400 m3 | 340.00000 79016.00| 340.00000 79016.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0167 6071.11 95886.000 LS | 150600.00000 150600.00| 200600.00000 200600.00|
STEEL SUPERSTRUCTURE AT STA. 120+78.954 | | |
0168 6080.00 1888.700 kg | 4.53000 8555.81| 4.53000 8555.81|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0169 6131.50 39770.000 kg | 1.10000 43747.00| 1.10000 43747.00|
EPOXY COATED REINFORCING STEEL | | |
0170 6139.50 105.700 m2 | 20.00000 2114.00| 20.00000 2114.00|
SUBSURFACE DRAINAGE MATTING | | |
0171 6210.50 1420.400 m | 53.00000 75281.20| 53.00000 75281.20|
PIPE PILING | | |
0172 6310.00 275.800 m2 | 110.00000 30338.00| 110.00000 30338.00|
STEEL SHEET PILING | | |
0173 8091.00 155.500 m3 | 25.00000 3887.50| 25.00000 3887.50|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 708,242.65| $ 791,242.65| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6A BRIDGE AT STA. 120+78.954 L 2-20.387M & 1-25.435M STRAIT WELD STEEL GIRD ON CURVE PROFIL
| | |
0174 0030.60 LUMP| 69450.00000 69450.00| 69450.00000 69450.00|
MOBILIZATION | | |
0175 3050.15 163.200 m3 | 215.00000 35088.00| 215.00000 35088.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0176 3051.10 11206.000 kg | 1.06000 11878.36| 1.06000 11878.36|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0177 6000.10 62.000 LS | 6500.00000 6500.00| 6500.00000 6500.00|
ABUTMENT NO.1 EXCAVATION | | |
0178 6000.11 62.000 LS | 6500.00000 6500.00| 6500.00000 6500.00|
ABUTMENT NO.2 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -30
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0179 6001.50 70.000 LS | 35000.00000 35000.00| 35000.00000 35000.00|
BENT NO.1 EXCAVATION | | |
0180 6001.51 70.000 LS | 35000.00000 35000.00| 35000.00000 35000.00|
BENT NO.2 EXCAVATION | | |
0181 6005.35 43.400 m | 90.00000 3906.00| 90.00000 3906.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0182 6005.78 12.000 EACH| 480.00000 5760.00| 480.00000 5760.00|
EXPANSION BEARING, TFE TYPE | | |
0183 6005.83 4.000 EACH| 475.00000 1900.00| 475.00000 1900.00|
FIXED BEARING | | |
0184 6010.22 311.800 m3 | 340.00000 106012.00| 340.00000 106012.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0185 6010.26 243.800 m3 | 340.00000 82892.00| 340.00000 82892.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0186 6040.00 1.000 EACH| 35000.00000 35000.00| 35000.00000 35000.00|
REMOVE STRUCTURE AT STA. 121+28 | | |
0187 6071.11 99179.000 LS | 154500.00000 154500.00| 154500.00000 154500.00|
STEEL SUPERSTRUCTURE AT STA. 120+78.954 | | |
0188 6080.00 1861.800 kg | 4.57000 8508.43| 4.57000 8508.43|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0189 6131.50 40675.000 kg | 1.10000 44742.50| 1.10000 44742.50|
EPOXY COATED REINFORCING STEEL | | |
0190 6139.50 110.200 m2 | 20.00000 2204.00| 20.00000 2204.00|
SUBSURFACE DRAINAGE MATTING | | |
0191 6210.50 1420.400 m | 53.00000 75281.20| 53.00000 75281.20|
PIPE PILING | | |
0192 6310.00 286.000 m2 | 110.00000 31460.00| 110.00000 31460.00|
STEEL SHEET PILING | | |
0193 8091.00 155.500 m3 | 25.00000 3887.50| 25.00000 3887.50|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 755,469.99| $ 755,469.99| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6B BRIDGES AT STA. 6003+97.844 1-34.5M PRESTRESSED CONCRETE NU-1600 GIRDER BRIDGE
| | |
0194 0030.60 LUMP| 40000.00000 40000.00| 40000.00000 40000.00|
MOBILIZATION | | |
0195 3050.15 176.600 m3 | 195.00000 34437.00| 195.00000 34437.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -31
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0196 3051.10 10960.000 kg | 1.07300 11760.08| 1.07000 11727.20|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0197 6000.10 19.000 LS | 8000.00000 8000.00| 8000.00000 8000.00|
ABUTMENT NO.1 EXCAVATION | | |
0198 6000.11 13.000 LS | 8000.00000 8000.00| 8000.00000 8000.00|
ABUTMENT NO.2 EXCAVATION | | |
0199 6005.60 10.000 EACH| 367.00000 3670.00| 367.00000 3670.00|
ELASTOMERIC BEARING | | |
0200 6010.22 61.500 m3 | 400.00000 24600.00| 400.00000 24600.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0201 6010.26 187.300 m3 | 290.00000 54317.00| 290.00000 54317.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0202 6011.11 91.000 LS | 90000.00000 90000.00| 90000.00000 90000.00|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 6003+97.844 | | |
0203 6040.00 1.000 EACH| 13750.00000 13750.00| 13750.00000 13750.00|
REMOVE STRUCTURE AT STA. 6003+95.233 | | |
0204 6080.00 1805.000 kg | 6.00000 10830.00| 6.00000 10830.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0205 6131.50 21120.000 kg | 1.10000 23232.00| 1.10000 23232.00|
EPOXY COATED REINFORCING STEEL | | |
0206 6139.50 98.000 m2 | 20.00000 1960.00| 20.00000 1960.00|
SUBSURFACE DRAINAGE MATTING | | |
0207 6210.50 724.200 m | 53.00000 38382.60| 53.00000 38382.60|
PIPE PILING | | |
0208 6310.00 361.600 m2 | 110.00000 39776.00| 110.00000 39776.00|
STEEL SHEET PILING | | |
0209 8091.00 325.000 m3 | 25.00000 8125.00| 25.00000 8125.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 410,839.68| $ 410,806.80| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 6C BRIDGES AT STA. 6003+97.844 1-34.5M 1500 WELDED PLATE GIRDER BRIDGE
| | |
0210 0030.60 LUMP| | |
MOBILIZATION | | |
0211 3050.15 176.600 m3 | | |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -32
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0212 3051.10 10960.000 kg | | |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0213 6000.10 19.000 LS | | |
ABUTMENT NO.1 EXCAVATION | | |
0214 6000.11 13.000 LS | | |
ABUTMENT NO.2 EXCAVATION | | |
0215 6005.60 10.000 EACH| | |
ELASTOMERIC BEARING | | |
0216 6010.22 61.500 m3 | | |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0217 6010.26 178.900 m3 | | |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0218 6040.00 1.000 EACH| | |
REMOVE STRUCTURE 6003+95.233 | | |
0219 6071.11 56780.000 LS | | |
STEEL SUPERSTRUCTURE AT STA. 6003+97.84 | | |
0220 6080.00 1805.000 kg | | |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0221 6131.50 22015.000 kg | | |
EPOXY COATED REINFORCING STEEL | | |
0222 6139.50 98.000 m2 | | |
SUBSURFACE DRAINAGE MATTING | | |
0223 6210.50 724.200 m | | |
PIPE PILING | | |
0224 6310.00 361.600 m2 | | |
STEEL SHEET PILING | | |
0225 8091.00 325.000 m3 | | |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 7 GUARDRAIL
| | |
0226 0030.70 LUMP| 1506.00000 1506.00| 4518.00000 4518.00|
MOBILIZATION | | |
0227 7011.20 135.255 m | 50.00000 6762.75| 50.00000 6762.75|
W-BEAM GUARDRAIL | | |
0228 7011.30 80.479 m | 65.00000 5231.14| 65.00000 5231.14|
THRIE-BEAM GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -33
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0229 7020.00 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00|
BRIDGE APPROACH SECTIONS | | |
0230 7020.60 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00|
SPECIAL BRIDGE APPROACH SECTION | | |
0231 7022.00 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00|
END ANCHORAGE ASSEMBLY | | |
0232 7022.50 2.000 EACH| 4900.00000 9800.00| 4900.00000 9800.00|
BULLNOSE-3.8 m | | |
0233 7024.25 4.000 EACH| 1900.00000 7600.00| 1900.00000 7600.00|
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 47,999.89| $ 51,011.89| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 8B ELECTRICAL
| | |
0234 0030.81 LUMP| 6459.00000 6459.00| 6459.00000 6459.00|
MOBILIZATION | | |
0235 A001.01 25.000 EACH| 550.00000 13750.00| 550.00000 13750.00|
PULL BOX, TYPE PB-1 | | |
0236 A001.02 13.000 EACH| 500.00000 6500.00| 500.00000 6500.00|
PULL BOX, TYPE PB-1A | | |
0237 A001.06 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00|
PULL BOX, TYPE PB-2A | | |
0238 A004.00 16.000 EACH| 650.00000 10400.00| 650.00000 10400.00|
TRAFFIC SIGNAL, TYPE TS-1 | | |
0239 A004.04 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00|
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0240 A004.40 9.000 EACH| 600.00000 5400.00| 600.00000 5400.00|
TRAFFIC SIGNAL, TYPE TS-2 | | |
0241 A005.25 1.000 EACH| 9000.00000 9000.00| 9000.00000 9000.00|
TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | |
0242 A006.85 9.000 EACH| 700.00000 6300.00| 700.00000 6300.00|
PEDESTAL POLE, TYPE PP-3.0 | | |
0243 A006.98 71.000 EACH| 275.00000 19525.00| 275.00000 19525.00|
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0244 A007.00 44.000 EACH| 300.00000 13200.00| 300.00000 13200.00|
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0245 A007.08 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00|
VEHICLE DETECTOR, TYPE TD-3 | | |
0246 A009.16 15.000 EACH| 1900.00000 28500.00| 1900.00000 28500.00|
STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | |
7-0.20 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -34
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0247 A012.60 3.000 EACH| 4850.00000 14550.00| 4850.00000 14550.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-15.5-3.7 | | |
0248 A012.90 1.000 EACH| 6000.00000 6000.00| 6000.00000 6000.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-18.5-3.7 | | |
0249 A013.02 4.000 EACH| 7500.00000 30000.00| 7500.00000 30000.00|
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-23.0-3.7 | | |
0250 A020.30 2.000 EACH| 1250.00000 2500.00| 1250.00000 2500.00|
LIGHTING CONTROL CENTER, TYPE R | | |
0251 A070.10 750.000 m | 6.00000 4500.00| 6.00000 4500.00|
38 mm CONDUIT IN TRENCH | | |
0252 A070.14 1718.500 m | 7.00000 12029.50| 7.00000 12029.50|
50 mm CONDUIT IN TRENCH | | |
0253 A072.10 188.000 m | 6.50000 1222.00| 6.50000 1222.00|
38 mm CONDUIT UNDER ROADWAY | | |
0254 A072.14 329.900 m | 7.50000 2474.25| 7.50000 2474.25|
50 mm CONDUIT UNDER ROADWAY | | |
0255 A072.18 214.600 m | 12.00000 2575.20| 12.00000 2575.20|
75 mm CONDUIT UNDER ROADWAY | | |
0256 A074.14 21.800 m | 35.00000 763.00| 35.00000 763.00|
50 mm CONDUIT, JACKED | | |
0257 A077.13 1265.800 m | 1.05000 1329.09| 1.05000 1329.09|
3/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0258 A077.22 394.200 m | 3.50000 1379.70| 3.50000 1379.70|
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0259 A079.01 2391.800 m | 1.05000 2511.39| 1.05000 2511.39|
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0260 A079.50 1416.800 m | 1.00000 1416.80| 1.00000 1416.80|
GROUNDING CONDUCTOR | | |
0261 A079.55 120.000 m | 2.50000 300.00| 2.50000 300.00|
SERVICE CABLE | | |
0262 A080.22 988.000 m | 1.25000 1235.00| 1.25000 1235.00|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0263 A080.24 1876.000 m | 1.60000 3001.60| 1.60000 3001.60|
STREET LIGHTING CABLE, NO. 6 USE | | |
0264 A081.00 270.100 m | 2.00000 540.20| 2.00000 540.20|
6 PAIR COMMUNICATION CABLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -35
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0265 A500.20 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00|
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0266 A610.00 1.000 EACH| 1677.00000 1677.00| 1677.00000 1677.00|
REMOVE TRAFFIC SIGNAL AT N-133 & 103RD | | |
STREET | | |
0267 A610.01 1.000 EACH| 3350.00000 3350.00| 3350.00000 3350.00|
REMOVE TRAFFIC SIGNAL AT N-133 & N-36 | | |
SECTION TOTALS | $ 223,588.73| $ 223,588.73| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 10 GENERAL ITEMS
| | |
0268 0001.08 24470.000 BDAY| 0.50000 12235.00| 0.50000 12235.00|
BARRICADE, TYPE II | | |
0269 0001.10 41392.000 BDAY| 2.50000 103480.00| 0.96000 39736.32|
BARRICADE, TYPE III | | |
0270 0001.75 420.000 EACH| 5.00000 2100.00| 2.50000 1050.00|
TEMPORARY SIGN DAY | | |
0271 0001.90 59825.000 EACH| 0.60000 35895.00| 0.04000 2393.00|
SIGN DAY | | |
0272 0001.98 14918.000 EACH| 2.00000 29836.00| 0.63000 9398.34|
CONTRACTOR FURNISHED SIGN | | |
0273 0002.30 25000.000 m | 1.00000 25000.00| 0.46000 11500.00|
PAVEMENT MARKING REMOVAL | | |
0274 0002.44 38500.000 m | 0.65000 25025.00| 0.23000 8855.00|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0275 0002.47 10000.000 m | 0.35000 3500.00| 0.34000 3400.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0276 0002.61 550.000 EACH| 35.00000 19250.00| 24.00000 13200.00|
PLOWABLE PAVEMENT MARKER | | |
0277 0003.10 50.000 DAY | 250.00000 12500.00| 325.00000 16250.00|
FLAGGING | | |
0278 0003.75 2.000 EACH| 13500.00000 27000.00| 13500.00000 27000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0279 0010.04 1.000 EACH| 8500.00000 8500.00| 15000.00000 15000.00|
FIELD OFFICE | | |
0280 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00|
TRAINING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/06/03
PAGE : F06 -36
TABULATION OF BIDS

CALL ORDER : F06 CONTRACT ID : 2487 COUNTIES : DOUGLAS
LETTING DATE : 02/06/03 1:30 PM DISTRICT : 2

====================================================================================================================================
|( 4 ) 3652 |( 5 ) 0751 |( )
|CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0281 0030.10 LUMP| 1000.00000 1000.00| 3000.00000 3000.00|
MOBILIZATION | | |
0282 9185.77 208.800 StaM| 50.00000 10440.00| 65.62000 13701.46|
RUMBLE STRIPS, CONCRETE | | |
SECTION TOTALS | $ 317,361.00| $ 178,319.12| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 13,661,683.43| $ 13,748,827.47| $
====================================================================================================================================

 

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