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01/30/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-275-7(166) US-275 SOUTHEAST OF WATERLOO -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 20,452,886.02 100.0000% 2 0751 IRVING F. JENSEN CO., INC. $ 20,709,524.75 101.2548% 3 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 22,201,447.54 108.5492% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -3 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH 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| 185556.00000 185556.00| 382000.00000 382000.00| 650000.00000 650000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 202703.00000 202703.00| 51000.00000 51000.00| 55900.00000 55900.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 53755.000 m3 | 3.10000 166640.50| 3.00000 161265.00| 3.30000 177391.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1010.50 9187.000 m3 | 3.41000 31327.67| 3.30000 30317.10| 3.60000 33073.20 REMOVAL OF UNSUITABLE MATERIAL | | | 0005 1011.00 29353.000 kL | 2.00000 58706.00| 2.00000 58706.00| 2.00000 58706.00 WATER | | | 0006 1012.00 115.000 EACH| 103.34000 11884.10| 100.00000 11500.00| 77.00000 8855.00 RIGHT-OF-WAY MARKERS | | | 0007 1030.00 1012169.000 m3 | 6.41000 6488003.29| 6.20000 6275447.80| 6.80000 6882749.20 EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1040.05 16673.000 m2 | 0.21000 3501.33| 0.20000 3334.60| 0.20000 3334.60 TEMPORARY SLOPE PROTECTION | | | 0009 1041.00 212028.000 m2 | 0.41000 86931.48| 0.40000 84811.20| 0.40000 84811.20 SALVAGING AND PLACING TOPSOIL | | | 0010 1042.00 18800.000 m2 | 0.41000 7708.00| 0.40000 7520.00| 0.45000 8460.00 SALVAGING AND PLACING HYDRIC SOIL | | | 0011 1101.00 106929.000 m2 | 2.83000 302609.07| 2.65000 283361.85| 3.00000 320787.00 REMOVE PAVEMENT | | | 0012 1102.00 56.000 m2 | 2.83000 158.48| 4.25000 238.00| 3.00000 168.00 REMOVE ASPHALT SURFACE | | | 0013 1106.00 353.000 m2 | 2.83000 998.99| 5.76000 2033.28| 3.00000 1059.00 REMOVE DRIVEWAY | | | 0014 1111.00 6018.000 m | 5.14000 30932.52| 2.00000 12036.00| 1.60000 9628.80 REMOVE FENCE | | | 0015 1119.00 3.000 EACH| 181.00000 543.00| 300.00000 900.00| 1300.00000 3900.00 REMOVE INLET | | | 0016 1143.00 31.000 m | 30.54000 946.74| 16.00000 496.00| 55.50000 1720.50 REMOVE DRIVEWAY CULVERT PIPE | | | 0017 1701.24 108.000 m | 59.63000 6440.04| 75.00000 8100.00| 67.00000 7236.00 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0018 1701.30 16.000 m | 79.76000 1276.16| 100.00000 1600.00| 89.00000 1424.00 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -4 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 1701.36 14.000 m | 92.98000 1301.72| 110.00000 1540.00| 110.50000 1547.00 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0020 3300.15 4150.000 m | 8.20000 34030.00| 8.20000 34030.00| 8.20000 34030.00 TYPE A SAWING | | | 0021 4004.50 2720.000 kg | 2.66000 7235.20| 2.57000 6990.40| 3.00000 8160.00 CAST IRON GRATE AND FRAME | | | 0022 4011.60 14.000 EACH| 1498.43000 20978.02| 1450.00000 20300.00| 1445.00000 20230.00 AREA INLET | | | 0023 4018.50 2.000 EACH| 232.00000 464.00| 380.00000 760.00| 341.00000 682.00 TAPPING EXISTING PIPE | | | 0024 4035.00 14.000 EACH| 55.69000 779.66| 100.00000 1400.00| 67.00000 938.00 REMOVE FLARED-END SECTION | | | 0025 4035.25 2.000 EACH| 174.00000 348.00| 190.00000 380.00| 171.00000 342.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0026 4040.00 17.000 EACH| 106.00000 1802.00| 177.00000 3009.00| 611.00000 10387.00 REMOVE HEADWALLS FROM CULVERTS | | | 0027 4043.50 40.000 m | 30.40000 1216.00| 17.00000 680.00| 72.00000 2880.00 REMOVE SEWER PIPE | | | 0028 4050.01 2220.000 m3 | 4.33000 9612.60| 4.88000 10833.60| 5.00000 11100.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0029 4105.59 9.480 m3 | 568.00000 5384.64| 550.00000 5214.00| 783.00000 7422.84 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0030 4107.07 3.560 m3 | 403.00000 1434.68| 800.00000 2848.00| 300.00000 1068.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0031 4155.50 390.000 kg | 2.82000 1099.80| 2.73000 1064.70| 2.00000 780.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0032 4157.00 134.000 kg | 0.85000 113.90| 1.80000 241.20| 3.60000 482.40 REINFORCING STEEL FOR COLLARS | | | 0033 4310.15 19.000 EACH| 119.71000 2274.49| 185.00000 3515.00| 154.00000 2926.00 375 mm FLARED-END SECTION | | | 0034 4310.18 14.000 EACH| 364.84000 5107.76| 225.00000 3150.00| 506.00000 7084.00 450 mm FLARED-END SECTION | | | 0035 4362.24 1.000 EACH| 194.00000 194.00| 230.00000 230.00| 290.00000 290.00 INSTALL 600 mm METAL FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -5 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4461.18 1.000 EACH| 365.00000 365.00| 185.00000 185.00| 207.00000 207.00 INSTALL 450 mm CONCRETE FLARED-END | | | SECTION | | | 0037 7017.00 92.000 m | 21.70000 1996.40| 21.00000 1932.00| 12.00000 1104.00 REMOVE GUARDRAIL | | | 0038 9110.01 20.000 HOUR| 113.67000 2273.40| 81.00000 1620.00| 105.00000 2100.00 RENTAL OF LOADER, FULLY OPERATED | | | 0039 9110.03 20.000 HOUR| 77.51000 1550.20| 61.00000 1220.00| 74.00000 1480.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0040 9110.06 20.000 HOUR| 131.24000 2624.80| 127.00000 2540.00| 140.00000 2800.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0041 9110.07 20.000 HOUR| 113.67000 2273.40| 41.00000 820.00| 120.00000 2400.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0042 9110.09 25.000 HOUR| 351.36000 8784.00| 340.00000 8500.00| 373.00000 9325.00 RENTAL OF TRACTOR AND SCRAPER, FULLY | | | OPERATED | | | 0043 L006.00 55.900 ha | 89.34000 4994.11| 86.45000 4832.56| 95.50000 5338.45 COVER CROP SEEDING | | | 0044 L006.50 3.200 ha | 639.00000 2044.80| 618.00000 1977.60| 683.00000 2185.60 TEMPORARY SEEDING | | | 0045 L020.01 359.900 m2 | 5.43000 1954.26| 5.25000 1889.48| 5.80000 2087.42 EROSION CONTROL, TYPE A | | | 0046 L020.10 826.000 m2 | 1.60000 1321.60| 1.55000 1280.30| 1.70000 1404.20 EROSION CONTROL, TYPE HV | | | 0047 L022.12 558.000 m | 6.98000 3894.84| 6.75000 3766.50| 7.50000 4185.00 FABRIC SILT FENCE-HIGH POROSITY | | | 0048 L022.13 462.000 m | 6.98000 3224.76| 6.75000 3118.50| 7.50000 3465.00 FABRIC SILT FENCE-LOW PROFILE HIGH | | | POROSITY | | | 0049 L022.14 315.000 m | 6.67000 2101.05| 6.45000 2031.75| 7.00000 2205.00 FABRIC SILT FENCE-LOW PROFILE LOW | | | POROSITY | | | 0050 L022.25 1071.000 m | 9.17000 9821.07| 8.87000 9499.77| 10.00000 10710.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0051 P070.24 36.500 m | 58.90000 2149.85| 83.00000 3029.50| 85.00000 3102.50 600 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 | | | OR 8 | | | 0052 P155.48 36.000 m | 228.48000 8225.28| 210.00000 7560.00| 124.00000 4464.00 1200 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -6 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 P250.24 2.500 m | 82.00000 205.00| 83.00000 207.50| 448.00000 1120.00 600 mm CULVERT PIPE, TYPE 3 OR 4 | | | 0054 P400.18 468.200 m | 87.65000 41037.73| 81.10000 37971.02| 80.00000 37456.00 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0055 P402.15 351.100 m | 53.61000 18822.47| 43.00000 15097.30| 53.00000 18608.30 375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0056 P406.48 19.000 m | 157.23000 2987.37| 157.00000 2983.00| 157.00000 2983.00 1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0057 P504.15 4.000 m | 49.00000 196.00| 69.24000 276.96| 230.00000 920.00 375 mm CULVERT PIPE, TYPE 3,4,5,6 OR 7 | | | SECTION TOTALS | $ 7,803,090.23| $ 7,583,191.47| $ 8,539,203.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0058 0002.61 200.000 EACH| 23.77000 4754.00| 23.00000 4600.00| 27.00000 5400.00 PLOWABLE PAVEMENT MARKER | | | 0059 0009.00 1.000 EACH| 1550.00000 1550.00| 1500.00000 1500.00| 1360.00000 1360.00 PERMANENT BARRICADE | | | 0060 0030.30 LUMP| 705990.00000 705990.00| 396000.00000 396000.00| 555000.00000 555000.00 MOBILIZATION | | | 0061 1020.01 136.000 EACH| 14.47000 1967.92| 14.00000 1904.00| 8.70000 1183.20 DELINEATOR, TYPE I | | | 0062 1020.02 388.000 EACH| 15.50000 6014.00| 15.00000 5820.00| 10.00000 3880.00 DELINEATOR, TYPE II | | | 0063 1020.03 46.000 EACH| 16.53000 760.38| 16.00000 736.00| 13.00000 598.00 DELINEATOR, TYPE III | | | 0064 1020.20 48.000 EACH| 24.80000 1190.40| 24.00000 1152.00| 27.00000 1296.00 INSTALL CHEVRONS | | | 0065 2009.52 10191.000 m2 | 0.99000 10089.09| 0.47000 4789.77| 0.50000 5095.50 CRUSHED ROCK EMBEDMENT | | | 0066 2010.03 1184.000 Mg | 16.64000 19701.76| 21.00000 24864.00| 23.00000 27232.00 CRUSHED ROCK SURFACE COURSE | | | 0067 3012.04 628.000 m | 34.57000 21709.96| 25.60000 16076.80| 28.00000 17584.00 CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0068 3017.40 3103.000 m2 | 21.60000 67024.80| 28.25000 87659.75| 30.75000 95417.25 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0069 3020.24 256.000 m2 | 27.32000 6993.92| 30.40000 7782.40| 33.00000 8448.00 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0070 3075.42 16857.000 m2 | 24.24000 408613.68| 29.00000 488853.00| 25.80000 434910.60 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -7 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 3075.46 27268.000 m2 | 27.32000 744961.76| 31.00000 845308.00| 29.00000 790772.00 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0072 3075.56 106322.000 m2 | 28.14000 2991901.08| 33.00000 3508626.00| 31.50000 3349143.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0073 3089.25 4428.000 m2 | 20.03000 88692.84| 17.66000 78198.48| 21.00000 92988.00 TEMPORARY SURFACING 150 mm | | | 0074 3300.50 8.580 LS | 24126.00000 24126.00| 7000.00000 7000.00| 22500.00000 22500.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0075 7500.33 19.000 EACH| 180.84000 3435.96| 175.00000 3325.00| 260.00000 4940.00 ARROW PREFORMED PAVEMENT MARKING, TYPE | | | 0076 7502.14 3000.000 m | 9.59000 28770.00| 9.28000 27840.00| 9.00000 27000.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0077 7503.14 1750.000 m | 9.82000 17185.00| 9.50000 16625.00| 9.00000 15750.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0078 7508.14 2700.000 m | 21.70000 58590.00| 21.00000 56700.00| 17.75000 47925.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0079 7509.14 175.000 m | 25.83000 4520.25| 25.00000 4375.00| 17.75000 3106.25 300 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0080 8051.00 7420.000 m3 | 22.37000 165985.40| 32.00000 237440.00| 44.00000 326480.00 SOIL BINDER | | | 0081 8060.05 280.000 EACH| 29.18000 8170.40| 86.00000 24080.00| 120.00000 33600.00 GRANULAR SUBDRAIN | | | 0082 8101.40 181713.000 m2 | 1.27000 230775.51| 1.00000 181713.00| 2.50000 454282.50 SUBGRADE STABILIZATION | | | 0083 9005.45 80.000 Mg | 32.69000 2615.20| 31.63000 2530.40| 34.00000 2720.00 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0084 9009.75 37426.000 m2 | 31.31000 1171808.06| 28.87000 1080488.62| 33.20000 1242543.20 TEMPORARY SURFACING 250 mm | | | 0085 9009.86 30919.000 m2 | 11.90000 367936.10| 11.52000 356186.88| 14.00000 432866.00 SURFACING 150mm | | | 0086 9009.88 205.000 m2 | 29.46000 6039.30| 26.01000 5332.05| 31.50000 6457.50 SURFACING 250mm | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -8 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 9021.08 4.320 Mg | 241.00000 1041.12| 233.10000 1006.99| 246.00000 1062.72 PERFORMANCE GRADED BINDER (64-28) | | | 0088 9030.00 1048.000 m | 14.58000 15279.84| 14.11000 14787.28| 15.00000 15720.00 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0089 9053.00 430.000 L | 0.35000 150.50| 0.34000 146.20| 0.40000 172.00 TACK COAT | | | 0090 9111.00 3558.000 kL | 5.86000 20849.88| 3.00000 10674.00| 1.00000 3558.00 WATER | | | 0091 9170.00 338.033 StaM| 139.10000 47020.39| 260.00000 87888.58| 285.00000 96339.41 EARTH SHOULDER CONSTRUCTION | | | 0092 9179.33 331.000 m2 | 3.11000 1029.41| 3.01000 996.31| 3.20000 1059.20 COLD MILLING, CLASS 3 | | | 0093 9185.77 166.000 StaM| 72.34000 12008.44| 69.00000 11454.00| 76.00000 12616.00 RUMBLE STRIPS, CONCRETE | | | 0094 9188.50 1011.000 m2 | 21.54000 21776.94| 20.84000 21069.24| 22.00000 22242.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 7,291,029.29| $ 7,625,528.75| $ 8,163,247.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0095 0030.40 LUMP| 12844.00000 12844.00| 15000.00000 15000.00| 35000.00000 35000.00 MOBILIZATION | | | 0096 1043.50 55.000 m2 | 6.57000 361.35| 5.32000 292.60| 5.20000 286.00 RIPRAP FILTER FABRIC | | | 0097 4018.00 2.000 EACH| 232.00000 464.00| 220.00000 440.00| 204.00000 408.00 TAPPING EXISTING STRUCTURE | | | 0098 4035.25 1.000 EACH| 174.00000 174.00| 205.00000 205.00| 190.00000 190.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0099 4044.00 1.000 EACH| 1136.00000 1136.00| 1650.00000 1650.00| 1795.00000 1795.00 PREPARATION OF STRUCTURE AT STA. 33+48 | | | 0100 4050.01 1695.000 m3 | 0.04000 67.80| 9.74000 16509.30| 9.00000 15255.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0101 4051.01 364.000 m3 | 15.09000 5492.76| 11.34000 4127.76| 12.50000 4550.00 EXCAVATION FOR BOX CULVERTS | | | 0102 4101.06 107.900 m3 | 301.98000 32583.64| 346.37000 37373.32| 377.00000 40678.30 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0103 4151.00 4652.000 kg | 1.97000 9164.44| 1.39000 6466.28| 1.50000 6978.00 REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -9 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 4260.60 4.000 EACH| 544.00000 2176.00| 705.00000 2820.00| 652.00000 2608.00 BAR GRATE FOR 1500 mm ROUND EQUIVALENT | | | FLARED-END SECTION | | | 0105 4310.18 2.000 EACH| 365.00000 730.00| 520.00000 1040.00| 481.00000 962.00 450 mm FLARED-END SECTION | | | 0106 4310.24 18.000 EACH| 399.47000 7190.46| 460.00000 8280.00| 425.00000 7650.00 600 mm FLARED-END SECTION | | | 0107 4310.30 8.000 EACH| 461.00000 3688.00| 700.00000 5600.00| 648.00000 5184.00 750 mm FLARED-END SECTION | | | 0108 4310.36 4.000 EACH| 581.00000 2324.00| 850.00000 3400.00| 787.00000 3148.00 900 mm FLARED-END SECTION | | | 0109 4310.42 2.000 EACH| 750.00000 1500.00| 960.00000 1920.00| 888.00000 1776.00 1050 mm FLARED-END SECTION | | | 0110 4310.48 10.000 EACH| 1030.00000 10300.00| 1200.00000 12000.00| 1110.00000 11100.00 1200 mm FLARED-END SECTION | | | 0111 4310.84 2.000 EACH| 2080.00000 4160.00| 2600.00000 5200.00| 2400.00000 4800.00 2100 mm FLARED-END SECTION | | | 0112 4320.24 2.000 EACH| 477.00000 954.00| 600.00000 1200.00| 555.00000 1110.00 600 mm ROUND EQUIVALENT FLARED-END | | | SECTION | | | 0113 4320.60 4.000 EACH| 1277.00000 5108.00| 1350.00000 5400.00| 1250.00000 5000.00 1500 mm ROUND EQUIVALENT FLARED-END | | | SECTION | | | 0114 4362.24 1.000 EACH| 169.00000 169.00| 357.00000 357.00| 330.00000 330.00 INSTALL 600 mm METAL FLARED-END SECTION | | | 0115 4880.42 33.500 m | 673.90000 22575.65| 1158.93000 38824.16| 710.00000 23785.00 JACKING 1050 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0116 4880.48 28.000 m | 715.45000 20032.60| 1444.48000 40445.44| 750.00000 21000.00 JACKING 1200 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0117 6105.02 32.000 Mg | 33.07000 1058.24| 31.46000 1006.72| 29.00000 928.00 ROCK RIPRAP, TYPE B | | | 0118 P127.24 11.600 m | 155.91000 1808.56| 249.79000 2897.56| 231.00000 2679.60 600 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0119 P127.60 58.000 m | 612.83000 35544.14| 641.02000 37179.16| 593.00000 34394.00 1500 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -10 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 P128.42 97.200 m | 235.65000 22905.18| 246.79000 23987.99| 229.00000 22258.80 1050 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0121 P128.48 43.600 m | 343.41000 14972.68| 308.69000 13458.88| 285.00000 12426.00 1200 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0122 P200.36 50.800 m | 190.72000 9688.58| 238.99000 12140.69| 221.00000 11226.80 900 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0123 P200.48 136.200 m | 358.65000 48848.13| 295.40000 40233.48| 273.00000 37182.60 1200 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0124 P200.84 14.600 m | 826.82000 12071.57| 917.79000 13399.73| 850.00000 12410.00 2100 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0125 P400.18 11.600 m | 76.66000 889.26| 156.43000 1814.59| 144.00000 1670.40 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0126 P400.24 322.000 m | 103.07000 33188.54| 107.00000 34454.00| 99.00000 31878.00 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0127 P400.30 193.800 m | 154.99000 30037.06| 130.54000 25298.65| 121.00000 23449.80 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 354,207.64| $ 414,422.31| $ 384,097.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CULVERT AT STA. 7+04 TRIPLE 2.44 m X 2.44 m REINFORCED CONCRETE BOX CULVERT | | | 0128 0030.40 LUMP| 3256.00000 3256.00| 1845.00000 1845.00| 2500.00000 2500.00 MOBILIZATION | | | 0129 4044.01 1.000 EACH| 6816.00000 6816.00| 1664.86000 1664.86| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. 7+04 | | | 0130 4051.01 26.000 m3 | 15.09000 392.34| 16.01000 416.26| 17.50000 455.00 EXCAVATION FOR BOX CULVERTS | | | 0131 4101.06 51.070 m3 | 356.49000 18205.94| 363.95000 18586.93| 396.00000 20223.72 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0132 4151.00 2960.000 kg | 1.97000 5831.20| 1.57000 4647.20| 1.70000 5032.00 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 34,501.48| $ 27,160.25| $ 30,010.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0133 0030.50 LUMP| 2997.00000 2997.00| 500.00000 500.00| 2500.00000 2500.00 MOBILIZATION | | | 0134 L001.01 47.500 ha | 1380.62000 65579.45| 1336.00000 63460.00| 1475.00000 70062.50 SEEDING, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -11 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 L001.02 11.500 ha | 885.62000 10184.63| 857.00000 9855.50| 950.00000 10925.00 SEEDING, TYPE B | | | 0136 L001.18 4.250 ha | 1250.00000 5312.50| 1210.00000 5142.50| 1336.00000 5678.00 SEEDING, TYPE WETLAND-HIGH | | | 0137 L001.19 6.840 ha | 2013.00000 13768.92| 1948.00000 13324.32| 2151.00000 14712.84 SEEDING, TYPE WETLAND-LOW | | | 0138 L020.02 8426.000 m2 | 1.46000 12301.96| 1.41000 11880.66| 1.50000 12639.00 EROSION CONTROL, TYPE B | | | 0139 L032.75 295.000 Mg | 67.17000 19815.15| 65.00000 19175.00| 72.00000 21240.00 MULCH | | | 0140 L940.00 108.000 EACH| 2.84000 306.72| 2.75000 297.00| 3.00000 324.00 SILVER MAPLE SEEDLING | | | 0141 L940.10 108.000 EACH| 3.20000 345.60| 3.10000 334.80| 3.50000 378.00 GREEN ASH SEEDLING | | | 0142 L940.15 58.000 EACH| 3.20000 185.60| 3.10000 179.80| 3.50000 203.00 AMERICAN SYCAMORE SEEDLING | | | 0143 L940.16 66.000 EACH| 3.20000 211.20| 3.10000 204.60| 3.50000 231.00 RED-OISER DOGWOOD SEEDLING | | | SECTION TOTALS | $ 131,008.73| $ 124,354.18| $ 138,893.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 37+49 LT. 1-10.97 & 2-8.23 m SPANS, CONTINUOUS CONCRETE SLAB BRIDGE | | | 0144 0030.60 LUMP| 41844.00000 41844.00| 36972.00000 36972.00| 60000.00000 60000.00 MOBILIZATION | | | 0145 1010.01 395.000 m3 | 7.06000 2788.70| 6.22000 2456.90| 5.70000 2251.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0146 1043.50 63.000 m2 | 1.72000 108.36| 1.50000 94.50| 3.30000 207.90 RIPRAP FILTER FABRIC | | | 0147 3050.15 152.000 m3 | 227.65000 34602.80| 199.35000 30301.20| 285.00000 43320.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0148 3051.10 10385.000 kg | 1.57000 16304.45| 1.41000 14642.85| 1.50000 15577.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0149 6000.10 65.000 LS | 7166.00000 7166.00| 6933.00000 6933.00| 12000.00000 12000.00 ABUTMENT NO.1 EXCAVATION | | | 0150 6000.11 65.000 LS | 7166.00000 7166.00| 6933.00000 6933.00| 12000.00000 12000.00 ABUTMENT NO.2 EXCAVATION | | | 0151 6001.50 10.000 LS | 7083.00000 7083.00| 6859.00000 6859.00| 13000.00000 13000.00 BENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -12 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0152 6001.51 10.000 LS | 7083.00000 7083.00| 6859.00000 6859.00| 13000.00000 13000.00 BENT NO.2 EXCAVATION | | | 0153 6010.22 129.900 m3 | 400.74000 52056.13| 334.85000 43497.02| 457.00000 59364.30 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0154 6010.26 191.400 m3 | 495.05000 94752.57| 435.30000 83316.42| 430.00000 82302.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0155 6080.00 265.000 kg | 5.20000 1378.00| 4.50000 1192.50| 4.50000 1192.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0156 6105.02 345.000 Mg | 24.38000 8411.10| 21.13000 7289.85| 32.00000 11040.00 ROCK RIPRAP, TYPE B | | | 0157 6131.50 33455.000 kg | 1.58000 52858.90| 1.42000 47506.10| 1.50000 50182.50 EPOXY COATED REINFORCING STEEL | | | 0158 6139.50 36.000 m2 | 16.56000 596.16| 14.45000 520.20| 38.00000 1368.00 SUBSURFACE DRAINAGE MATTING | | | 0159 6200.00 652.700 m | 72.16000 47098.83| 62.48000 40780.70| 100.00000 65270.00 CONCRETE PILING | | | 0160 6310.00 337.000 m2 | 126.09000 42492.33| 109.16000 36786.92| 130.00000 43810.00 STEEL SHEET PILING | | | 0161 8091.00 120.000 m3 | 14.95000 1794.00| 12.89000 1546.80| 55.00000 6600.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 425,584.33| $ 374,487.96| $ 492,486.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6A BRIDGE AT STA. 37+49 RT. 1-10.97 & 2-8.23 m SPANS, CONTINUOUS CONCRETE SLAB BRIDGE | | | 0162 0030.60 LUMP| 37349.00000 37349.00| 33210.00000 33210.00| 60000.00000 60000.00 MOBILIZATION | | | 0163 1010.01 395.000 m3 | 7.06000 2788.70| 6.22000 2456.90| 5.30000 2093.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0164 1043.50 63.000 m2 | 1.72000 108.36| 1.50000 94.50| 3.00000 189.00 RIPRAP FILTER FABRIC | | | 0165 3050.15 133.000 m3 | 228.50000 30390.50| 200.12000 26615.96| 285.00000 37905.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0166 3051.10 9245.000 kg | 1.58000 14607.10| 1.42000 13127.90| 1.50000 13867.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0167 4045.00 1.000 EACH| 3796.00000 3796.00| 3338.00000 3338.00| 33000.00000 33000.00 REMOVE STRUCTURE AT STA. 37+51 RT. | | | 0168 6000.10 40.000 LS | 6305.00000 6305.00| 6165.00000 6165.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -13 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 6000.11 65.000 LS | 6305.00000 6305.00| 6165.00000 6165.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0170 6001.50 10.000 LS | 7083.00000 7083.00| 6859.00000 6859.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | 0171 6001.51 10.000 LS | 7083.00000 7083.00| 6859.00000 6859.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0172 6010.22 113.300 m3 | 403.22000 45684.83| 332.44000 37665.45| 430.00000 48719.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0173 6010.26 166.500 m3 | 493.08000 82097.82| 433.59000 72192.74| 430.00000 71595.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0174 6080.00 310.000 kg | 5.20000 1612.00| 4.50000 1395.00| 4.80000 1488.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0175 6105.02 305.000 Mg | 24.39000 7438.95| 21.14000 6447.70| 33.00000 10065.00 ROCK RIPRAP, TYPE B | | | 0176 6131.50 29275.000 kg | 1.58000 46254.50| 1.42000 41570.50| 1.50000 43912.50 EPOXY COATED REINFORCING STEEL | | | 0177 6139.50 30.000 m2 | 17.08000 512.40| 14.90000 447.00| 38.00000 1140.00 SUBSURFACE DRAINAGE MATTING | | | 0178 6200.00 580.000 m | 72.18000 41864.40| 62.49000 36244.20| 107.00000 62060.00 CONCRETE PILING | | | 0179 6310.00 307.000 m2 | 126.06000 38700.42| 109.14000 33505.98| 130.00000 39910.00 STEEL SHEET PILING | | | 0180 8091.00 72.000 m3 | 14.92000 1074.24| 12.86000 925.92| 55.00000 3960.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 381,055.22| $ 335,285.75| $ 479,904.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6B BRIDGE AT STA. 1004+74.563 1-47 & 1-53 m SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0181 0030.60 LUMP| 92426.00000 92426.00| 98437.00000 98437.00| 25000.00000 25000.00 MOBILIZATION | | | 0182 3050.15 105.600 m3 | 224.67000 23725.15| 238.58000 25194.05| 260.00000 27456.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0183 3051.10 7505.000 kg | 1.55000 11632.75| 1.72000 12908.60| 1.45000 10882.25 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0184 6000.10 140.000 LS | 10166.00000 10166.00| 10447.00000 10447.00| 2500.00000 2500.00 ABUTMENT NO.1 EXCAVATION | | | 0185 6000.11 140.000 LS | 10166.00000 10166.00| 10447.00000 10447.00| 2500.00000 2500.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -14 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 6000.20 115.000 LS | 8888.00000 8888.00| 9371.00000 9371.00| 5700.00000 5700.00 PIER NO.1 EXCAVATION | | | 0187 6005.35 27.900 m | 116.74000 3257.05| 124.54000 3474.67| 128.00000 3571.20 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0188 6005.78 8.000 EACH| 764.00000 6112.00| 816.00000 6528.00| 640.00000 5120.00 EXPANSION BEARING, TFE TYPE | | | 0189 6005.83 4.000 EACH| 764.00000 3056.00| 816.00000 3264.00| 1000.00000 4000.00 FIXED BEARING | | | 0190 6010.22 202.600 m3 | 304.99000 61790.97| 323.71000 65583.65| 360.00000 72936.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0191 6010.26 293.500 m3 | 346.51000 101700.69| 368.12000 108043.22| 460.00000 135010.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0192 6071.11 176880.000 LS | 367016.00000 367016.00| 392102.00000 392102.00| 350000.00000 350000.00 STEEL SUPERSTRUCTURE AT STA. 1004+74.56 | | | 0193 6107.00 755.000 m2 | 35.50000 26802.50| 37.63000 28410.65| 44.00000 33220.00 CONCRETE SLOPE PROTECTION | | | 0194 6131.50 45065.000 kg | 1.56000 70301.40| 1.73000 77962.45| 1.45000 65344.25 EPOXY COATED REINFORCING STEEL | | | 0195 6139.50 95.000 m2 | 14.28000 1356.60| 15.18000 1442.10| 50.00000 4750.00 SUBSURFACE DRAINAGE MATTING | | | 0196 6200.00 503.000 m | 72.16000 36296.48| 77.01000 38736.03| 80.00000 40240.00 CONCRETE PILING | | | 0197 6210.50 914.000 m | 95.97000 87716.58| 102.45000 93639.30| 95.00000 86830.00 PIPE PILING | | | 0198 8091.00 285.000 m3 | 14.95000 4260.75| 15.98000 4554.30| 21.00000 5985.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 926,670.92| $ 990,545.02| $ 881,044.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6C BRIDGE AT STA. 1004+74.563 1-47 & 1-53 m SPANS, P/S CONC GIRDER BRIDGE - POST-TENSIONED | | | 0199 0030.60 LUMP| | | MOBILIZATION | | | 0200 3050.16 105.600 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-35 | | | 0201 3051.10 7505.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0202 6000.10 150.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -15 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 6000.11 150.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0204 6000.20 115.000 LS | | | PIER NO.1 EXCAVATION | | | 0205 6005.35 27.900 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0206 6005.78 8.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0207 6005.83 4.000 EACH| | | FIXED BEARING | | | 0208 6010.22 187.500 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0209 6010.28 316.400 m3 | | | CLASS 47BD-35 CONCRETE FOR BRIDGE | | | 0210 6011.12 231.500 LS | | | PRECAST-PRESTRESSED/POST-TENSIONED | | | CONCRETE SUPERSTRUCTURE AT STATION | | | 1004+74.563 | | | 0211 6095.00 12.000 EACH| | | STEEL DIAPHRAGM | | | 0212 6107.00 755.000 m2 | | | CONCRETE SLOPE PROTECTION | | | 0213 6131.50 46535.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0214 6139.50 96.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0215 6200.00 502.800 m | | | CONCRETE PILING | | | 0216 6210.50 960.100 m | | | PIPE PILING | | | 0217 8091.00 290.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6D BRIDGE AT STA. 4013+84.906 1-45.5 & 1-53 m SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | 0218 0030.60 LUMP| 90962.00000 90962.00| 96801.00000 96801.00| 30000.00000 30000.00 MOBILIZATION | | | 0219 3050.15 105.900 m3 | 224.74000 23799.97| 238.66000 25274.09| 260.00000 27534.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -16 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 3051.10 7200.000 kg | 1.56000 11232.00| 1.73000 12456.00| 1.45000 10440.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0221 6000.10 150.000 LS | 9861.00000 9861.00| 10152.00000 10152.00| 2500.00000 2500.00 ABUTMENT NO.1 EXCAVATION | | | 0222 6000.11 150.000 LS | 9861.00000 9861.00| 10152.00000 10152.00| 2500.00000 2500.00 ABUTMENT NO.2 EXCAVATION | | | 0223 6000.20 85.000 LS | 6666.00000 6666.00| 7028.00000 7028.00| 5700.00000 5700.00 PIER NO.1 EXCAVATION | | | 0224 6005.35 27.100 m | 114.46000 3101.87| 122.11000 3309.18| 128.00000 3468.80 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0225 6005.78 8.000 EACH| 744.00000 5952.00| 794.00000 6352.00| 650.00000 5200.00 EXPANSION BEARING, TFE TYPE | | | 0226 6005.83 4.000 EACH| 744.00000 2976.00| 794.00000 3176.00| 990.00000 3960.00 FIXED BEARING | | | 0227 6010.22 180.700 m3 | 311.05000 56206.74| 330.14000 59656.30| 385.00000 69569.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0228 6010.26 287.500 m3 | 350.74000 100837.75| 372.58000 107116.75| 460.00000 132250.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0229 6071.11 180365.000 LS | 374850.00000 374850.00| 400506.00000 400506.00| 360000.00000 360000.00 STEEL SUPERSTRUCTURE AT STA. 4013+84.90 | | | 0230 6107.00 747.000 m2 | 34.77000 25973.19| 36.86000 27534.42| 42.00000 31374.00 CONCRETE SLOPE PROTECTION | | | 0231 6131.50 42555.000 kg | 1.56000 66385.80| 1.73000 73620.15| 1.50000 63832.50 EPOXY COATED REINFORCING STEEL | | | 0232 6139.50 92.000 m2 | 14.33000 1318.36| 15.23000 1401.16| 50.00000 4600.00 SUBSURFACE DRAINAGE MATTING | | | 0233 6200.00 457.000 m | 72.16000 32977.12| 77.00000 35189.00| 85.00000 38845.00 CONCRETE PILING | | | 0234 6210.50 914.000 m | 95.76000 87524.64| 102.23000 93438.22| 95.00000 86830.00 PIPE PILING | | | 0235 8091.00 295.000 m3 | 14.95000 4410.25| 15.98000 4714.10| 21.00000 6195.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 914,895.69| $ 977,876.37| $ 884,798.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6E BRIDGE AT STA. 4013+84.906 1-45.5 & 1-53 m SPANS, P/S CONC GIRDER BRIDGE-POST-TENSIONED | | | 0236 0030.60 LUMP| | | MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -17 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0237 3050.16 105.900 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-35 | | | 0238 3051.10 7200.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0239 6000.10 145.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0240 6000.11 145.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0241 6000.20 85.000 LS | | | PIER NO.1 EXCAVATION | | | 0242 6005.35 27.100 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0243 6005.78 8.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0244 6005.83 4.000 EACH| | | FIXED BEARING | | | 0245 6010.22 179.300 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0246 6010.28 305.800 m3 | | | CLASS 47BD-35 CONCRETE FOR BRIDGE | | | 0247 6011.12 229.800 LS | | | PRECAST-PRESTRESSED/POST-TENSIONED | | | CONCRETE SUPERSTRUCTURE AT STATION | | | 4013+84.906 | | | 0248 6095.00 12.000 EACH| | | STEEL DIAPHRAGM | | | 0249 6107.00 747.000 m2 | | | CONCRETE SLOPE PROTECTION | | | 0250 6131.50 43340.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0251 6139.50 92.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0252 6200.00 457.200 m | | | CONCRETE PILING | | | 0253 6210.50 960.100 m | | | PIPE PILING | | | 0254 8091.00 290.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6F BRIDGE AT STA. 8204+16.473 2-36 m SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -18 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0255 0030.60 LUMP| | | MOBILIZATION | | | 0256 3050.15 128.300 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0257 3051.10 8225.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0258 6000.10 65.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0259 6000.11 65.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0260 6000.20 70.000 LS | | | PIER NO.1 EXCAVATION | | | 0261 6005.35 25.400 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0262 6005.78 10.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0263 6005.83 5.000 EACH| | | FIXED BEARING | | | 0264 6010.22 130.300 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0265 6010.26 226.000 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0266 6071.11 156160.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 8204+16.47 | | | 0267 6107.00 544.000 m2 | | | CONCRETE SLOPE PROTECTION | | | 0268 6131.50 36195.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0269 6139.50 57.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0270 6210.50 924.000 m | | | PIPE PILING | | | 0271 6601.15 100.000 m | | | 38 mm CONDUIT IN BRIDGE | | | 0272 8091.00 115.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 6G BRIDGE AT STA. 8204+16.473 2-36 m SPANS, P/S CONCRETE GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -19 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0273 0030.60 LUMP| 63741.00000 63741.00| 69160.00000 69160.00| 25000.00000 25000.00 MOBILIZATION | | | 0274 3050.16 128.200 m3 | 221.17000 28353.99| 234.89000 30112.90| 245.00000 31409.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-35 | | | 0275 3051.10 8260.000 kg | 1.56000 12885.60| 1.73000 14289.80| 1.45000 11977.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0276 6000.10 120.000 LS | 9139.00000 9139.00| 9363.00000 9363.00| 2200.00000 2200.00 ABUTMENT NO.1 EXCAVATION | | | 0277 6000.11 120.000 LS | 9139.00000 9139.00| 9363.00000 9363.00| 2200.00000 2200.00 ABUTMENT NO.2 EXCAVATION | | | 0278 6000.20 60.000 LS | 9333.00000 9333.00| 9568.00000 9568.00| 5700.00000 5700.00 PIER NO.1 EXCAVATION | | | 0279 6005.35 25.400 m | 115.40000 2931.16| 123.11000 3126.99| 128.00000 3251.20 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0280 6005.78 8.000 EACH| 383.00000 3064.00| 408.00000 3264.00| 530.00000 4240.00 EXPANSION BEARING, TFE TYPE | | | 0281 6005.83 8.000 EACH| 383.00000 3064.00| 408.00000 3264.00| 178.00000 1424.00 FIXED BEARING | | | 0282 6010.22 136.000 m3 | 377.55000 51346.80| 396.20000 53883.20| 430.00000 58480.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0283 6010.28 284.400 m3 | 442.86000 125949.38| 470.26000 133741.94| 435.00000 123714.00 CLASS 47BD-35 CONCRETE FOR BRIDGE | | | 0284 6011.11 151.000 LS | 164514.00000 164514.00| 175528.00000 175528.00| 155000.00000 155000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 8204+16.473 | | | 0285 6107.00 530.000 m2 | 34.86000 18475.80| 36.95000 19583.50| 45.00000 23850.00 CONCRETE SLOPE PROTECTION | | | 0286 6131.50 36785.000 kg | 1.56000 57384.60| 1.73000 63638.05| 1.50000 55177.50 EPOXY COATED REINFORCING STEEL | | | 0287 6139.50 70.000 m2 | 14.55000 1018.50| 15.47000 1082.90| 48.00000 3360.00 SUBSURFACE DRAINAGE MATTING | | | 0288 6210.50 932.000 m | 93.97000 87580.04| 100.31000 93488.92| 90.00000 83880.00 PIPE PILING | | | 0289 6601.15 100.000 m | 31.00000 3100.00| 37.39000 3739.00| 25.00000 2500.00 38 mm CONDUIT IN BRIDGE | | | 0290 8091.00 228.000 m3 | 14.93000 3404.04| 15.96000 3638.88| 21.00000 4788.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 654,423.91| $ 699,836.08| $ 598,150.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 6H BRIDGE AT STA. 8514+69.76 2-36 m SPANS, WELDED PLATE STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -20 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0291 0030.60 LUMP| | | MOBILIZATION | | | 0292 3050.15 128.300 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0293 3051.10 8225.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0294 6000.10 65.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0295 6000.11 65.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0296 6000.20 70.000 LS | | | PIER NO.1 EXCAVATION | | | 0297 6005.35 25.400 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0298 6005.78 10.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0299 6005.83 5.000 EACH| | | FIXED BEARING | | | 0300 6010.22 130.300 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0301 6010.26 226.000 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0302 6071.11 156160.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 8514+69.76 | | | 0303 6107.00 544.000 m2 | | | CONCRETE SLOPE PROTECTION | | | 0304 6131.50 36195.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0305 6139.50 57.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0306 6210.50 1010.000 m | | | PIPE PILING | | | 0307 6601.15 100.000 m | | | 38 mm CONDUIT IN BRIDGE | | | 0308 8091.00 115.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 6I BRIDGE AT STA. 8514+69.76 2-36 m SPANS, P/S CONCRETE GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -21 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0309 0030.60 LUMP| 59600.00000 59600.00| 64257.00000 64257.00| 25000.00000 25000.00 MOBILIZATION | | | 0310 3050.16 128.200 m3 | 221.22000 28360.40| 234.95000 30120.59| 245.00000 31409.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-35 | | | 0311 3051.10 8260.000 kg | 1.56000 12885.60| 1.73000 14289.80| 1.45000 11977.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0312 6000.10 120.000 LS | 7083.00000 7083.00| 7196.00000 7196.00| 2200.00000 2200.00 ABUTMENT NO.1 EXCAVATION | | | 0313 6000.11 120.000 LS | 7083.00000 7083.00| 7196.00000 7196.00| 2200.00000 2200.00 ABUTMENT NO.2 EXCAVATION | | | 0314 6000.20 60.000 LS | 9333.00000 9333.00| 9568.00000 9568.00| 5700.00000 5700.00 PIER NO.1 EXCAVATION | | | 0315 6005.35 25.400 m | 115.40000 2931.16| 123.11000 3126.99| 128.00000 3251.20 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0316 6005.78 8.000 EACH| 364.00000 2912.00| 388.00000 3104.00| 525.00000 4200.00 EXPANSION BEARING, TFE TYPE | | | 0317 6005.83 8.000 EACH| 364.00000 2912.00| 388.00000 3104.00| 150.00000 1200.00 FIXED BEARING | | | 0318 6010.22 136.000 m3 | 341.58000 46454.88| 360.26000 48995.36| 400.00000 54400.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0319 6010.28 284.400 m3 | 304.32000 86548.61| 323.42000 91980.65| 420.00000 119448.00 CLASS 47BD-35 CONCRETE FOR BRIDGE | | | 0320 6011.11 151.000 LS | 160514.00000 160514.00| 171528.00000 171528.00| 150000.00000 150000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 8514+69.76 | | | 0321 6107.00 524.000 m2 | 34.86000 18266.64| 36.95000 19361.80| 43.00000 22532.00 CONCRETE SLOPE PROTECTION | | | 0322 6131.50 36785.000 kg | 1.56000 57384.60| 1.73000 63638.05| 1.45000 53338.25 EPOXY COATED REINFORCING STEEL | | | 0323 6139.50 70.000 m2 | 14.49000 1014.30| 15.40000 1078.00| 50.00000 3500.00 SUBSURFACE DRAINAGE MATTING | | | 0324 6210.50 987.000 m | 94.42000 93192.54| 100.80000 99489.60| 88.00000 86856.00 PIPE PILING | | | 0325 6601.15 100.000 m | 31.00000 3100.00| 37.39000 3739.00| 25.00000 2500.00 38 mm CONDUIT IN BRIDGE | | | 0326 8091.00 228.000 m3 | 14.93000 3404.04| 15.96000 3638.88| 21.00000 4788.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 602,979.77| $ 645,411.72| $ 584,499.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -22 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0327 0030.70 LUMP| 1939.00000 1939.00| 1876.00000 1876.00| 9000.00000 9000.00 MOBILIZATION | | | 0328 7011.20 230.600 m | 41.34000 9533.00| 40.00000 9224.00| 43.00000 9915.80 W-BEAM GUARDRAIL | | | 0329 7011.30 305.000 m | 51.67000 15759.35| 50.00000 15250.00| 52.00000 15860.00 THRIE-BEAM GUARDRAIL | | | 0330 7020.00 15.000 EACH| 1653.44000 24801.60| 1600.00000 24000.00| 1800.00000 27000.00 BRIDGE APPROACH SECTIONS | | | 0331 7020.60 2.000 EACH| 1653.00000 3306.00| 1600.00000 3200.00| 1900.00000 3800.00 SPECIAL BRIDGE APPROACH SECTION | | | 0332 7022.00 1.000 EACH| 465.00000 465.00| 450.00000 450.00| 480.00000 480.00 END ANCHORAGE ASSEMBLY | | | 0333 7022.50 8.000 EACH| 4134.00000 33072.00| 4000.00000 32000.00| 4300.00000 34400.00 BULLNOSE-3.8 m | | | 0334 7024.25 4.000 EACH| 1705.00000 6820.00| 1650.00000 6600.00| 1800.00000 7200.00 GUARDRAIL END TREATMENT, TYPE I | | | 0335 7024.27 12.000 EACH| 1498.43000 17981.16| 1450.00000 17400.00| 1650.00000 19800.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 113,677.11| $ 110,000.00| $ 127,455.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0017 GROUP 7B FENCING | | | 0336 0030.71 LUMP| 1.00000 1.00| 1300.00000 1300.00| 3000.00000 3000.00 MOBILIZATION | | | 0337 7100.00 10570.000 m | 4.92000 52004.40| 4.76000 50313.20| 5.00000 52850.00 RIGHT-OF-WAY FENCE | | | 0338 7102.01 9.000 EACH| 92.00000 828.00| 89.17000 802.53| 100.00000 900.00 CHANNEL CROSSING, TYPE"A" | | | 0339 7103.00 34.000 EACH| 85.57000 2909.38| 82.80000 2815.20| 90.00000 3060.00 END POSTS | | | 0340 7104.00 62.000 EACH| 75.39000 4674.18| 72.95000 4522.90| 80.00000 4960.00 PULL POSTS | | | 0341 7105.00 47.000 EACH| 89.63000 4212.61| 86.73000 4076.31| 95.00000 4465.00 CORNER POSTS | | | 0342 7106.12 10.000 EACH| 191.00000 1910.00| 184.50000 1845.00| 200.00000 2000.00 3.7 m VEHICLE GATE | | | 0343 7108.00 14.000 EACH| 93.28000 1305.92| 90.26000 1263.64| 100.00000 1400.00 DRAINAGE STRUCTURE TERMINALS | | | SECTION TOTALS | $ 67,845.49| $ 66,938.78| $ 72,635.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0018 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -23 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0344 0030.81 LUMP| 2584.00000 2584.00| 2500.00000 2500.00| 12000.00000 12000.00 MOBILIZATION | | | 0345 A001.01 10.000 EACH| 459.00000 4590.00| 444.00000 4440.00| 480.00000 4800.00 PULL BOX, TYPE PB-1 | | | 0346 A001.02 2.000 EACH| 362.00000 724.00| 350.00000 700.00| 380.00000 760.00 PULL BOX, TYPE PB-1A | | | 0347 A001.12 38.000 EACH| 413.36000 15707.68| 400.00000 15200.00| 440.00000 16720.00 PULL BOX, TYPE PB-5 | | | 0348 A006.98 18.000 EACH| 155.01000 2790.18| 150.00000 2700.00| 160.00000 2880.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0349 A007.00 12.000 EACH| 180.85000 2170.20| 175.00000 2100.00| 200.00000 2400.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0350 A009.16 79.000 EACH| 1643.10000 129804.90| 1590.00000 125610.00| 1700.00000 134300.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0351 A020.17 7.000 EACH| 1498.00000 10486.00| 1450.00000 10150.00| 1500.00000 10500.00 LIGHTING CONTROL CENTER, TYPE P | | | 0352 A070.10 6087.000 m | 7.75000 47174.25| 7.50000 45652.50| 8.00000 48696.00 38 mm CONDUIT IN TRENCH | | | 0353 A070.14 20.000 m | 21.70000 434.00| 21.00000 420.00| 23.00000 460.00 50 mm CONDUIT IN TRENCH | | | 0354 A072.10 434.000 m | 12.40000 5381.60| 12.00000 5208.00| 13.00000 5642.00 38 mm CONDUIT UNDER ROADWAY | | | 0355 A072.18 104.000 m | 17.57000 1827.28| 17.00000 1768.00| 18.00000 1872.00 75 mm CONDUIT UNDER ROADWAY | | | 0356 A080.22 6521.000 m | 2.02000 13172.42| 1.95000 12715.95| 2.20000 14346.20 STREET LIGHTING CABLE, NO. 6 BARE | | | 0357 A080.24 13042.000 m | 2.33000 30387.86| 2.25000 29344.50| 2.50000 32605.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0358 A610.00 1.000 EACH| 517.00000 517.00| 500.00000 500.00| 1000.00000 1000.00 REMOVE TRAFFIC SIGNAL AT US-275 & | | | COUNTY ROAD 37 | | | 0359 A700.25 2.000 EACH| 2997.00000 5994.00| 2900.00000 5800.00| 3500.00000 7000.00 RELOCATE TEMPORARY LIGHTING SYSTEM | | | 0360 A780.00 1.000 EACH| 3720.00000 3720.00| 3600.00000 3600.00| 4000.00000 4000.00 TEMPORARY LIGHTING SYSTEM, TYPE T1 | | | 0361 A780.02 1.000 EACH| 3927.00000 3927.00| 3800.00000 3800.00| 4200.00000 4200.00 TEMPORARY LIGHTING SYSTEM, TYPE T2 | | | 0362 A780.04 1.000 EACH| 3720.00000 3720.00| 3600.00000 3600.00| 4000.00000 4000.00 TEMPORARY LIGHTING SYSTEM, TYPE T3 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -24 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0363 A780.10 1.000 EACH| 5064.00000 5064.00| 4900.00000 4900.00| 5500.00000 5500.00 CROSSOVER LIGHTING SYSTEM AT STA. 52+50 | | | 0364 A800.50 516.000 DAY | 4.39000 2265.24| 4.25000 2193.00| 5.00000 2580.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE T1 | | | 0365 A800.51 538.000 DAY | 3.36000 1807.68| 3.25000 1748.50| 4.00000 2152.00 OPERATION & MAINTENANCE OF CROSSOVER | | | LIGHTING SYSTEM AT STA. 52+50 | | | 0366 A800.52 803.000 DAY | 3.36000 2698.08| 3.25000 2609.75| 4.00000 3212.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE T2 | | | 0367 A800.54 516.000 DAY | 4.39000 2265.24| 4.25000 2193.00| 5.00000 2580.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE T3 | | | SECTION TOTALS | $ 299,212.61| $ 289,453.20| $ 324,205.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0019 GROUP 8C SIGNING | | | 0368 0030.82 LUMP| 517.00000 517.00| 500.00000 500.00| 4000.00000 4000.00 MOBILIZATION | | | 0369 7311.00 9.700 m3 | 248.00000 2405.60| 240.00000 2328.00| 300.00000 2910.00 CONCRETE FOR FOUNDATION | | | 0370 7311.10 910.000 kg | 2.07000 1883.70| 2.00000 1820.00| 2.20000 2002.00 REINFORCING STEEL | | | 0371 7312.00 1.000 EACH| 12917.00000 12917.00| 12500.00000 12500.00| 13500.00000 13500.00 OVERHEAD SIGN SUPPORT, LOCATION 5 | | | 0372 7312.01 1.000 EACH| 27902.00000 27902.00| 27000.00000 27000.00| 29500.00000 29500.00 OVERHEAD SIGN SUPPORT, LOCATION 7 | | | 0373 7312.02 1.000 EACH| 27902.00000 27902.00| 27000.00000 27000.00| 29500.00000 29500.00 OVERHEAD SIGN SUPPORT, LOCATION 16 | | | 0374 7312.03 1.000 EACH| 9404.00000 9404.00| 9100.00000 9100.00| 10000.00000 10000.00 OVERHEAD SIGN SUPPORT, LOCATION 30 | | | 0375 7321.01 14.996 m2 | 217.01000 3254.28| 210.00000 3149.16| 220.00000 3299.12 TYPE A SIGN | | | 0376 7322.01 167.446 m2 | 170.51000 28551.22| 165.00000 27628.59| 175.00000 29303.05 TYPE B SIGN | | | 0377 7336.04 68.800 m | 57.87000 3981.46| 56.00000 3852.80| 60.00000 4128.00 100 mm X 150 mm WOOD SIGN SUPPORT | | | 0378 7340.00 4098.600 kg | 3.88000 15902.57| 3.75000 15369.75| 4.00000 16394.40 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F05 -25 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2211 COUNTIES : DOUGLAS LETTING DATE : 01/29/04 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0751 |( 3 ) 0103 |HAWKINS CONSTRUCTION COMPAN |JENSEN CO., INC./IRVING F. |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0379 7360.24 44.000 EACH| 434.03000 19097.32| 420.00000 18480.00| 450.00000 19800.00 600 mm SIGN SUPPORT FOOTING | | | 0380 A010.08 8.000 EACH| 723.00000 5784.00| 700.00000 5600.00| 750.00000 6000.00 LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 159,502.15| $ 154,328.30| $ 170,336.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0020 GROUP 10 GENERAL ITEMS | | | 0381 0001.08 255540.000 BDAY| 0.18000 45997.20| 0.17000 43441.80| 0.18000 45997.20 BARRICADE, TYPE II | | | 0382 0001.10 42787.000 BDAY| 1.28000 54767.36| 1.24000 53055.88| 1.35000 57762.45 BARRICADE, TYPE III | | | 0383 0001.75 600.000 EACH| 6.20000 3720.00| 6.00000 3600.00| 6.50000 3900.00 TEMPORARY SIGN DAY | | | 0384 0001.90 59982.000 EACH| 0.25000 14995.50| 0.24000 14395.68| 0.26000 15595.32 SIGN DAY | | | 0385 0001.99 54205.000 EACH| 0.57000 30896.85| 0.55000 29812.75| 0.65000 35233.25 CONTRACTOR FURNISHED SIGN DAY | | | 0386 0002.30 22000.000 m | 1.14000 25080.00| 1.10000 24200.00| 1.80000 39600.00 PAVEMENT MARKING REMOVAL | | | 0387 0002.44 68900.000 m | 0.35000 24115.00| 0.34000 23426.00| 0.30000 20670.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0388 0002.47 30000.000 m | 0.83000 24900.00| 0.80000 24000.00| 0.75000 22500.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0389 0002.97 932.000 DAY | 11.37000 10596.84| 11.00000 10252.00| 15.00000 13980.00 FLASHING ARROW PANEL | | | 0390 0003.10 100.000 DAY | 319.07000 31907.00| 345.00000 34500.00| 300.00000 30000.00 FLAGGING | | | 0391 0003.35 5.000 DAY | 2273.00000 11365.00| 2200.00000 11000.00| 2400.00000 12000.00 MOBILE TRAFFIC CONTROL OPERATION | | | 0392 0003.51 283.500 m | 20.20000 5726.70| 23.00000 6520.50| 40.00000 11340.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0393 0010.04 1.000 EACH| 6733.00000 6733.00| 10000.00000 10000.00| 4500.00000 4500.00 FIELD OFFICE | | | 0394 0020.00 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 TRAINING | | | 0395 0030.00 LUMP| 1.00000 1.00| 100.00000 100.00| 15000.00000 15000.00 MOBILIZATION | | | SECTION TOTALS | $ 293,201.45| $ 290,704.61| $ 330,478.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 20,452,886.02| $ 20,709,524.75| $ 22,201,447.54 ====================================================================================================================================
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