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08/01/2003
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July 31, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-6-7(164) US-6 (WEST DODGE RD), 132ND ST. - 120TH ST. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 5,021,822.64 100.0000% 2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 5,291,697.80 105.3740% 3 1276 KIEWIT WESTERN CO. $ 5,589,262.19 111.2995% NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. 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| 47870.00000 47870.00| 42000.00000 42000.00| 35000.00000 35000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 11041.00000 11041.00| 15000.00000 15000.00| 30000.00000 30000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 17652.000 m3 | 7.23000 127623.96| 6.60000 116503.20| 7.14000 126035.28 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 728.000 kL | 2.00000 1456.00| 2.00000 1456.00| 2.00000 1456.00 WATER | | | 0005 1021.10 10.000 EACH| 6.00000 60.00| 10.00000 100.00| 15.00000 150.00 REMOVE DELINEATOR UNITS | | | 0006 1101.25 1500.200 m | 8.20000 12301.64| 8.20000 12301.64| 8.20000 12301.64 SAWING PAVEMENT | | | 0007 1106.00 1859.000 m2 | 3.63000 6748.17| 3.50000 6506.50| 3.50000 6506.50 REMOVE DRIVEWAY | | | 0008 1107.00 1268.000 m2 | 3.63000 4602.84| 3.50000 4438.00| 4.00000 5072.00 REMOVE WALK | | | 0009 1109.00 1416.000 m | 18.11000 25643.76| 17.00000 24072.00| 15.00000 21240.00 REMOVE CURB | | | 0010 1109.20 113.100 m | 36.43000 4120.23| 35.00000 3958.50| 36.00000 4071.60 REMOVE CONCRETE BARRIER | | | 0011 1111.00 502.500 m | 8.83000 4437.08| 9.00000 4522.50| 6.00000 3015.00 REMOVE FENCE | | | 0012 1114.10 120.000 m | 22.08000 2649.60| 22.00000 2640.00| 22.00000 2640.00 REMOVE RETAINING WALL | | | 0013 1122.01 1600.000 m2 | 3.63000 5808.00| 3.50000 5600.00| 3.30000 5280.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0014 1124.00 1.000 EACH| 13249.00000 13249.00| 15000.00000 15000.00| 13000.00000 13000.00 REMOVE BUILDING AT STA. 520+41 LT. | | | 0015 1125.00 1.000 EACH| 8833.00000 8833.00| 10000.00000 10000.00| 8700.00000 8700.00 CLEAR TRACT AT STA. 70+00 TO STA. 70+35 | | | LT. | | | 0016 1136.01 2.000 EACH| 166.00000 332.00| 180.00000 360.00| 200.00000 400.00 REMOVE DECORATIVE LIGHT | | | 0017 1136.11 60.000 m2 | 6.62000 397.20| 6.50000 390.00| 6.50000 390.00 REMOVE GROUTED LIMESTONE SLOPE PAVING | | | 0018 3275.20 25564.000 m2 | 6.96000 177925.44| 6.40000 163609.60| 7.00000 178948.00 CRUSH CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 7308.00 2.000 EACH| 1104.00000 2208.00| 1200.00000 2400.00| 1100.00000 2200.00 REMOVE SIGN, STRUCTURE, AND FOUNDATION | | | 0020 L020.00 5024.000 m2 | 1.66000 8339.84| 1.60000 8038.40| 1.65000 8289.60 EROSION CONTROL | | | 0021 L022.11 3003.200 m | 6.57000 19731.02| 6.30000 18920.16| 6.50000 19520.80 FABRIC SILT FENCE-LOW POROSITY | | | 0022 L022.12 408.400 m | 7.45000 3042.58| 7.10000 2899.64| 7.36000 3005.82 FABRIC SILT FENCE-HIGH POROSITY | | | SECTION TOTALS | $ 488,420.36| $ 460,716.14| $ 487,222.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0023 0030.30 LUMP| 309005.00000 309005.00| 160000.00000 160000.00| 155000.00000 155000.00 MOBILIZATION | | | 0024 2021.05 2.000 EACH| 304.00000 608.00| 100.00000 200.00| 100.00000 200.00 REMOVE AND RESET MAILBOX | | | 0025 3008.05 831.000 EACH| 3.74000 3107.94| 8.50000 7063.50| 6.00000 4986.00 TIE BARS | | | 0026 3013.30 1.000 EACH| 949.00000 949.00| 3600.00000 3600.00| 3500.00000 3500.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION HEIGHT | | | 0027 3013.32 2.000 EACH| 659.00000 1318.00| 3400.00000 6800.00| 2200.00000 4400.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION BARRIER TO CURB | | | 0028 3016.21 2762.000 m2 | 21.46000 59272.52| 27.00000 74574.00| 24.00000 66288.00 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0029 3017.43 10.000 m2 | 40.00000 400.00| 36.50000 365.00| 40.00000 400.00 150 mm CONCRETE CLASS 47B-20 MEDIAN | | | SURFACING | | | 0030 3017.46 292.000 m2 | 48.02000 14021.84| 40.00000 11680.00| 42.00000 12264.00 150 mm CONCRETE CLASS 47B-20 IMPRINTED | | | MEDIAN SURFACING | | | 0031 3020.26 1349.000 m2 | 25.16000 33940.84| 39.00000 52611.00| 38.00000 51262.00 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0032 3026.05 1.000 EACH| 520.00000 520.00| 3500.00000 3500.00| 1600.00000 1600.00 CONCRETE CLASS 47BD-30 BARRIER END | | | SECTION | | | 0033 3027.00 2.000 EACH| 2672.00000 5344.00| 5500.00000 11000.00| 4200.00000 8400.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 3075.52 21238.000 m2 | 29.38000 623972.44| 28.00000 594664.00| 34.50000 732711.00 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0035 3075.56 23384.000 m2 | 34.45000 805578.80| 34.00000 795056.00| 37.50000 876900.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0036 3089.25 3814.000 m2 | 41.99000 160149.86| 45.00000 171630.00| 39.00000 148746.00 TEMPORARY SURFACING 250 mm | | | 0037 4015.00 1.000 EACH| 211.00000 211.00| 420.00000 420.00| 300.00000 300.00 ADJUST MANHOLE TO GRADE | | | 0038 4764.35 2393.600 m | 11.24000 26904.06| 12.00000 28723.20| 17.00000 40691.20 100 mm PERFORATED PIPE UNDERDRAIN | | | 0039 6010.40 895.410 m3 | 307.83000 275634.06| 535.24000 479259.25| 475.00000 425319.75 CLASS 47BD-30 CONCRETE FOR BARRIER | | | 0040 6131.61 173826.000 kg | 1.24000 215544.24| 1.30000 225973.80| 1.46000 253785.96 EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0041 7019.50 2.000 EACH| 20439.00000 40878.00| 20500.00000 41000.00| 16000.00000 32000.00 IMPACT ATTENUATOR | | | 0042 7019.65 1.000 EACH| 2465.00000 2465.00| 2400.00000 2400.00| 2000.00000 2000.00 RELOCATE IMPACT ATTENUATOR | | | 0043 7110.05 505.800 m | 36.43000 18426.29| 34.00000 17197.20| 36.00000 18208.80 1.5 METER CHAIN-LINK FENCE | | | 0044 7115.05 4.000 EACH| 138.00000 552.00| 140.00000 560.00| 136.00000 544.00 END POST FOR 1.5 METER CHAIN-LINK FENCE | | | 0045 7116.05 1.000 EACH| 166.00000 166.00| 160.00000 160.00| 164.00000 164.00 CORNER POST FOR 1.5 METER CHAIN-LINK | | | FENCE | | | 0046 7117.05 4.000 EACH| 166.00000 664.00| 165.00000 660.00| 164.00000 656.00 PULL POST FOR 1.5 METER CHAIN-LINK FENC | | | 0047 7121.05 1.000 EACH| 883.00000 883.00| 900.00000 900.00| 872.00000 872.00 7.3 METER VEHICLE GATE FOR 1.5 METER | | | CHAIN-LINK FENCE | | | 0048 7500.32 1.000 EACH| 248.00000 248.00| 230.00000 230.00| 245.00000 245.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0049 7500.38 1.000 EACH| 331.00000 331.00| 310.00000 310.00| 327.00000 327.00 ONLY, PREFORMED PAVEMENT MARKING, TYPE | | | 0050 7502.14 195.000 m | 9.88000 1926.60| 9.10000 1774.50| 9.75000 1901.25 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 7503.14 3850.000 m | 9.88000 38038.00| 9.10000 35035.00| 9.75000 37537.50 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0052 8029.10 5000.000 m2 | 6.12000 30600.00| 6.20000 31000.00| 5.00000 25000.00 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0053 8032.04 39622.000 m2 | 2.79000 110545.38| 4.50000 178299.00| 4.00000 158488.00 CRUSHED CONCRETE FOUNDATION COURSE 100 | | | mm | | | 0054 9005.00 100.000 Mg | 87.94000 8794.00| 85.00000 8500.00| 87.00000 8700.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0055 9009.88 4092.000 m2 | 31.13000 127383.96| 32.00000 130944.00| 37.00000 151404.00 SURFACING 250mm | | | 0056 9031.00 4.000 EACH| 1994.00000 7976.00| 2000.00000 8000.00| 2000.00000 8000.00 CONSTRUCTING ASPHALTIC CONCRETE FLUME | | | 0057 9111.00 835.000 kL | 1.59000 1327.65| 3.50000 2922.50| 4.00000 3340.00 WATER | | | 0058 9170.00 44.330 StaM| 1087.51000 48209.32| 1000.00000 44330.00| 600.00000 26598.00 EARTH SHOULDER CONSTRUCTION | | | 0059 9173.20 45971.000 m2 | 1.58000 72634.18| 2.00000 91942.00| 3.50000 160898.50 SUBGRADE PREPARATION | | | 0060 L001.02 0.800 ha | 4968.31000 3974.65| 4800.00000 3840.00| 4900.00000 3920.00 SEEDING, TYPE B | | | 0061 L010.00 9149.000 m2 | 4.39000 40164.11| 4.20000 38425.80| 4.35000 39798.15 SODDING | | | 0062 L032.75 4.000 Mg | 83.00000 332.00| 100.00000 400.00| 82.00000 328.00 MULCH | | | SECTION TOTALS | $ 3,093,000.74| $ 3,265,949.75| $ 3,467,684.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0063 0030.40 LUMP| 53851.00000 53851.00| 90000.00000 90000.00| 35000.00000 35000.00 MOBILIZATION | | | 0064 1117.00 1.000 EACH| 244.00000 244.00| 1200.00000 1200.00| 400.00000 400.00 REMOVE MANHOLE | | | 0065 1119.00 84.000 EACH| 194.33000 16323.72| 550.00000 46200.00| 300.00000 25200.00 REMOVE INLET | | | 0066 1119.50 3.000 EACH| 180.00000 540.00| 1210.00000 3630.00| 400.00000 1200.00 REMOVE JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 4002.00 6198.000 kg | 2.25000 13945.50| 2.70000 16734.60| 2.50000 15495.00 CAST IRON COVER AND FRAME | | | 0068 4004.50 7363.000 kg | 2.25000 16566.75| 2.40000 17671.20| 3.00000 22089.00 CAST IRON GRATE AND FRAME | | | 0069 4005.00 624.000 kg | 1.68000 1048.32| 2.00000 1248.00| 3.00000 1872.00 CAST IRON RING AND COVER | | | 0070 4015.50 4.000 EACH| 643.00000 2572.00| 2300.00000 9200.00| 750.00000 3000.00 RECONSTRUCT MANHOLE | | | 0071 4016.00 1.000 EACH| 1754.00000 1754.00| 2200.00000 2200.00| 1900.00000 1900.00 MANHOLE AT STA. 68+30.3 RT. | | | 0072 4016.01 1.000 EACH| 2853.00000 2853.00| 2500.00000 2500.00| 2900.00000 2900.00 MANHOLE AT STA. 103+09 LT. | | | 0073 4016.02 1.000 EACH| 5042.00000 5042.00| 2600.00000 2600.00| 6400.00000 6400.00 MANHOLE AT STA. 512+44.6 LT. | | | 0074 4016.03 1.000 EACH| 1749.00000 1749.00| 2200.00000 2200.00| 1900.00000 1900.00 MANHOLE AT STA. 512+48 LT. | | | 0075 4016.04 1.000 EACH| 1750.00000 1750.00| 2200.00000 2200.00| 1900.00000 1900.00 MANHOLE AT STA. 513+24.8 RT. | | | 0076 4016.05 1.000 EACH| 1650.00000 1650.00| 2200.00000 2200.00| 1800.00000 1800.00 MANHOLE AT STA. 513+56.8 RT. | | | 0077 4016.06 1.000 EACH| 1679.00000 1679.00| 2200.00000 2200.00| 1800.00000 1800.00 MANHOLE AT STA. 514+17.4 RT. | | | 0078 4016.07 1.000 EACH| 1601.00000 1601.00| 2150.00000 2150.00| 1700.00000 1700.00 MANHOLE AT STA. 514+41.3 RT. | | | 0079 4016.08 1.000 EACH| 1854.00000 1854.00| 2200.00000 2200.00| 2100.00000 2100.00 MANHOLE AT STA. 515+00.9 RT. | | | 0080 4016.09 1.000 EACH| 1615.00000 1615.00| 2200.00000 2200.00| 1700.00000 1700.00 MANHOLE AT STA. 518+54.7 RT. | | | 0081 4016.10 1.000 EACH| 4577.00000 4577.00| 2800.00000 2800.00| 5500.00000 5500.00 MANHOLE AT STA. 522+89.8 LT. | | | 0082 4016.11 1.000 EACH| 1732.00000 1732.00| 2300.00000 2300.00| 3000.00000 3000.00 MANHOLE AT STA. 523+69.1 RT. | | | 0083 4016.12 1.000 EACH| 1440.00000 1440.00| 2100.00000 2100.00| 1900.00000 1900.00 MANHOLE AT STA. 523+99.6 RT. | | | 0084 4016.13 1.000 EACH| 1878.00000 1878.00| 2313.11000 2313.11| 2100.00000 2100.00 MANHOLE AT STA. 611+29.8 LT. | | | 0085 4017.00 8.000 EACH| 290.00000 2320.00| 700.00000 5600.00| 650.00000 5200.00 TAPPING EXISTING MANHOLE | | | 0086 4018.00 7.000 EACH| 264.00000 1848.00| 750.00000 5250.00| 736.00000 5152.00 TAPPING EXISTING STRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 4020.25 64.100 m2 | 46.10000 2955.01| 67.00000 4294.70| 41.00000 2628.10 CONCRETE DITCH LINING 100 mm | | | 0088 4035.00 5.000 EACH| 53.00000 265.00| 450.00000 2250.00| 120.00000 600.00 REMOVE FLARED-END SECTION | | | 0089 4043.50 1263.700 m | 28.59000 36129.18| 21.00000 26537.70| 30.00000 37911.00 REMOVE SEWER PIPE | | | 0090 4054.68 260.000 LS | 31915.00000 31915.00| 66500.00000 66500.00| 65000.00000 65000.00 TEMPORARY SHORING | | | 0091 4093.80 17.400 m2 | 126.68000 2204.23| 190.00000 3306.00| 180.00000 3132.00 WALL MATERIALS | | | 0092 4095.15 20.000 m | 13.87000 277.40| 58.00000 1160.00| 5.00000 100.00 COMPACTED EARTH LEVELING PAD | | | 0093 4102.03 264.300 m3 | 440.02000 116297.29| 505.00000 133471.50| 700.00000 185010.00 CLASS 47B-20 CONCRETE FOR RETAINING WAL | | | 0094 4105.59 219.160 m3 | 512.44000 112306.35| 550.00000 120538.00| 530.00000 116154.80 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0095 4107.07 6.340 m3 | 712.00000 4514.08| 1700.00000 10778.00| 1000.00000 6340.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0096 4152.20 21349.000 kg | 1.45000 30956.05| 1.32000 28180.68| 1.46000 31169.54 EPOXY COATED REINFORCING STEEL FOR | | | RETAINING WALL | | | 0097 4155.50 11485.000 kg | 0.57000 6546.45| 1.30000 14930.50| 1.70000 19524.50 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0098 4157.00 332.000 kg | 0.57000 189.24| 2.00000 664.00| 2.00000 664.00 REINFORCING STEEL FOR COLLARS | | | 0099 4670.05 2.040 m3 | 259.00000 528.36| 840.00000 1713.60| 100.00000 204.00 CULVERT SANDFILL | | | 0100 4852.18 31.500 m | 408.45000 12866.18| 48.00000 1512.00| 400.00000 12600.00 JACKING 450 mm STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0101 4852.24 75.000 m | 457.46000 34309.50| 84.00000 6300.00| 448.00000 33600.00 JACKING 600 mm STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0102 4900.24 2.000 EACH| 696.00000 1392.00| 680.00000 1360.00| 625.00000 1250.00 AREA INLET SEDIMENT FILTER | | | 0103 6131.22 130.000 m2 | 42.78000 5561.40| 41.00000 5330.00| 40.00000 5200.00 SURFACE COATING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 6133.15 130.000 m2 | 9.38000 1219.40| 9.00000 1170.00| 15.00000 1950.00 ANTI-GRAFFITI COATING | | | 0105 6139.50 372.300 m2 | 13.04000 4854.79| 6.40000 2382.72| 24.00000 8935.20 SUBSURFACE DRAINAGE MATTING | | | 0106 6404.00 65.000 m | 149.05000 9688.25| 140.00000 9100.00| 147.00000 9555.00 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0107 8024.50 955.100 m3 | 18.53000 17698.00| 10.00000 9551.00| 38.00000 36293.80 SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | 0108 P702.15 242.400 m | 79.85000 19355.64| 90.00000 21816.00| 116.00000 28118.40 375 mm STORM SEWER PIPE, TYPE 1 | | | 0109 P702.18 871.900 m | 73.36000 63962.58| 100.00000 87190.00| 107.00000 93293.30 450 mm STORM SEWER PIPE, TYPE 1 | | | 0110 P702.24 295.800 m | 120.03000 35504.87| 124.00000 36679.20| 135.00000 39933.00 600 mm STORM SEWER PIPE, TYPE 1 | | | 0111 P702.30 366.000 m | 162.21000 59368.86| 170.00000 62220.00| 155.00000 56730.00 750 mm STORM SEWER PIPE, TYPE 1 | | | 0112 P705.18 31.500 m | 46.78000 1473.57| 90.00000 2835.00| 43.00000 1354.50 450 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0113 P705.24 75.000 m | 80.56000 6042.00| 95.00000 7125.00| 72.00000 5400.00 600 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0114 W176.70 6.000 EACH| 828.00000 4968.00| 210.00000 1260.00| 2700.00000 16200.00 WATER SERVICE CONNECTION | | | SECTION TOTALS | $ 763,781.97| $ 899,052.51| $ 970,059.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 8B ELECTRICAL | | | 0115 0003.77 1.000 EACH| 39034.00000 39034.00| 40000.00000 40000.00| 37000.00000 37000.00 TEMPORARY TRAFFIC SIGNAL AT 132nd | | | STREET & NORTH FRONTAGE ROAD | | | 0116 0030.81 LUMP| 6691.00000 6691.00| 20000.00000 20000.00| 6000.00000 6000.00 MOBILIZATION | | | 0117 A001.12 6.000 EACH| 351.00000 2106.00| 325.00000 1950.00| 347.00000 2082.00 PULL BOX, TYPE PB-5 | | | 0118 A001.16 3.000 EACH| 471.00000 1413.00| 440.00000 1320.00| 465.00000 1395.00 PULL BOX, TYPE PB-6 | | | 0119 A001.60 2.000 EACH| 518.00000 1036.00| 500.00000 1000.00| 511.00000 1022.00 JUNCTION BOX | | | 0120 A008.62 3.000 EACH| 1855.00000 5565.00| 1800.00000 5400.00| 1830.00000 5490.00 STREET LIGHTING UNIT, TYPE SL-S-12. | | | 2-0-0.20 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 A008.63 42.000 EACH| 2257.82000 94828.44| 2100.00000 88200.00| 2230.00000 93660.00 STREET LIGHTING UNIT, TYPE SL-BT-12. | | | 2-0-0.20 | | | 0122 A020.36 3.000 EACH| 3119.00000 9357.00| 2900.00000 8700.00| 3100.00000 9300.00 LIGHTING CONTROL CENTER, TYPE R-2 | | | 0123 A069.14 79.000 m | 10.76000 850.04| 10.40000 821.60| 11.00000 869.00 25 mm CONDUIT IN TRENCH | | | 0124 A070.10 5.000 m | 11.00000 55.00| 10.50000 52.50| 12.00000 60.00 38 mm CONDUIT IN TRENCH | | | 0125 A070.14 2543.000 m | 10.65000 27082.95| 10.00000 25430.00| 10.50000 26701.50 50 mm CONDUIT IN TRENCH | | | 0126 A070.22 8.000 m | 19.00000 152.00| 18.00000 144.00| 19.00000 152.00 100 mm CONDUIT IN TRENCH | | | 0127 A072.07 22.000 m | 9.84000 216.48| 9.00000 198.00| 10.00000 220.00 19 mm CONDUIT UNDER ROADWAY | | | 0128 A072.08 14.000 m | 10.79000 151.06| 10.00000 140.00| 11.00000 154.00 25 mm CONDUIT UNDER ROADWAY | | | 0129 A072.10 15.000 m | 11.16000 167.40| 10.20000 153.00| 12.00000 180.00 38 mm CONDUIT UNDER ROADWAY | | | 0130 A072.14 208.000 m | 13.20000 2745.60| 13.00000 2704.00| 13.00000 2704.00 50 mm CONDUIT UNDER ROADWAY | | | 0131 A079.50 265.000 m | 1.49000 394.85| 1.50000 397.50| 1.50000 397.50 GROUNDING CONDUCTOR | | | 0132 A079.55 20.000 m | 3.52000 70.40| 3.50000 70.00| 4.00000 80.00 SERVICE CABLE NO. 3 | | | 0133 A079.57 25.000 m | 2.01000 50.25| 2.00000 50.00| 2.00000 50.00 SERVICE CABLE NO. 8 | | | 0134 A079.58 5.000 m | 2.00000 10.00| 1.90000 9.50| 2.00000 10.00 SERVICE CABLE NO. 10 | | | 0135 A080.08 7044.000 m | 3.92000 27612.48| 3.60000 25358.40| 4.00000 28176.00 STREET LIGHTING CABLE, NO. 3 XHHW | | | 0136 A080.24 77.000 m | 3.08000 237.16| 3.00000 231.00| 3.00000 231.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0137 A080.26 219.000 m | 2.78000 608.82| 3.00000 657.00| 2.75000 602.25 STREET LIGHTING CABLE, NO. 6 XHHW | | | 0138 A080.34 5784.000 m | 2.38000 13765.92| 2.30000 13303.20| 2.35000 13592.40 STREET LIGHTING CABLE, NO. 8 XHHW | | | 0139 A080.36 992.000 m | 1.87000 1855.04| 1.80000 1785.60| 2.00000 1984.00 STREET LIGHTING CABLE, NO. 10 XHHW | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 A600.00 65.000 EACH| 145.74000 9473.10| 150.00000 9750.00| 144.00000 9360.00 REMOVE LIGHTING UNIT | | | 0141 A700.20 2.000 EACH| 848.00000 1696.00| 1000.00000 2000.00| 837.00000 1674.00 RELOCATE STREET LIGHTING UNIT | | | 0142 A780.00 1.000 EACH| 27389.00000 27389.00| 25000.00000 25000.00| 27000.00000 27000.00 TEMPORARY LIGHTING SYSTEM, TYPE A | | | 0143 A780.02 1.000 EACH| 12846.00000 12846.00| 12000.00000 12000.00| 13000.00000 13000.00 TEMPORARY LIGHTING SYSTEM, TYPE B | | | 0144 A780.04 1.000 EACH| 9817.00000 9817.00| 11000.00000 11000.00| 9700.00000 9700.00 TEMPORARY LIGHTING SYSTEM, TYPE C | | | 0145 A780.05 1.000 EACH| 21209.00000 21209.00| 24000.00000 24000.00| 21000.00000 21000.00 TEMPORARY LIGHTING SYSTEM TYPE D | | | 0146 A780.06 1.000 EACH| 28882.00000 28882.00| 27000.00000 27000.00| 28500.00000 28500.00 TEMPORARY LIGHTING SYSTEM TYPE E | | | 0147 A780.07 1.000 EACH| 8380.00000 8380.00| 8000.00000 8000.00| 8300.00000 8300.00 TEMPORARY LIGHTING SYSTEM TYPE F | | | 0148 A800.70 460.000 DAY | 6.03000 2773.80| 5.70000 2622.00| 6.00000 2760.00 MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 358,521.79| $ 359,447.30| $ 353,406.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 8C SIGNING | | | 0149 0030.82 LUMP| 3251.00000 3251.00| 2000.00000 2000.00| 1000.00000 1000.00 MOBILIZATION | | | 0150 7312.00 1.000 EACH| 46279.00000 46279.00| 34000.00000 34000.00| 35000.00000 35000.00 OVERHEAD SIGN SUPPORT, LOCATION 2 | | | 0151 7322.01 12.673 m2 | 209.77000 2658.42| 300.00000 3801.90| 260.00000 3294.98 TYPE B SIGN | | | 0152 7340.00 171.600 kg | 8.61000 1477.48| 6.00000 1029.60| 5.50000 943.80 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0153 7360.24 2.000 EACH| 480.00000 960.00| 350.00000 700.00| 378.00000 756.00 600 mm SIGN SUPPORT FOOTING | | | 0154 A010.08 1.000 EACH| 132.00000 132.00| 1350.00000 1350.00| 1422.00000 1422.00 LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 54,757.90| $ 42,881.50| $ 42,416.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0155 0001.08 75985.000 BDAY| 0.50000 37992.50| 0.50000 37992.50| 0.50000 37992.50 BARRICADE, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 0001.10 12095.000 BDAY| 2.04000 24673.80| 2.00000 24190.00| 2.10000 25399.50 BARRICADE, TYPE III | | | 0157 0001.75 700.000 EACH| 3.31000 2317.00| 3.10000 2170.00| 4.00000 2800.00 TEMPORARY SIGN DAY | | | 0158 0001.90 37784.000 EACH| 0.39000 14735.76| 0.40000 15113.60| 0.40000 15113.60 SIGN DAY | | | 0159 0001.99 1792.000 EACH| 2.21000 3960.32| 2.10000 3763.20| 2.20000 3942.40 CONTRACTOR FURNISHED SIGN DAY | | | 0160 0002.30 3382.000 m | 1.38000 4667.16| 1.50000 5073.00| 1.35000 4565.70 PAVEMENT MARKING REMOVAL | | | 0161 0002.44 19191.000 m | 0.45000 8635.95| 0.50000 9595.50| 0.45000 8635.95 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0162 0002.47 19191.000 m | 0.83000 15928.53| 0.80000 15352.80| 0.82000 15736.62 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0163 0002.97 232.000 DAY | 138.01000 32018.32| 140.00000 32480.00| 136.00000 31552.00 FLASHING ARROW PANEL | | | 0164 0003.10 20.000 DAY | 379.90000 7598.00| 260.00000 5200.00| 360.00000 7200.00 FLAGGING | | | 0165 0003.50 111.000 m | 123.79000 13740.69| 170.00000 18870.00| 185.00000 20535.00 CONCRETE PROTECTION BARRIER | | | 0166 0005.10 305.000 DAY | 138.01000 42093.05| 130.00000 39650.00| 130.00000 39650.00 TRAFFIC CONTROL MANAGEMENT | | | 0167 0010.04 1.000 EACH| 4968.00000 4968.00| 3200.00000 3200.00| 8500.00000 8500.00 FIELD OFFICE | | | 0168 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0169 0030.00 LUMP| 1.00000 1.00| 8000.00000 8000.00| 5000.00000 5000.00 MOBILIZATION | | | 0170 7019.64 1.000 EACH| 4637.00000 4637.00| 4500.00000 4500.00| 4600.00000 4600.00 TEMPORARY IMPACT ATTENUATOR | | | 0171 9110.01 110.000 HOUR| 99.37000 10930.70| 105.00000 11550.00| 95.00000 10450.00 RENTAL OF LOADER, FULLY OPERATED | | | 0172 9110.02 10.000 HOUR| 110.00000 1100.00| 90.00000 900.00| 100.00000 1000.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0173 9110.03 110.000 HOUR| 71.76000 7893.60| 60.00000 6600.00| 50.00000 5500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0174 9110.06 100.000 HOUR| 104.89000 10489.00| 85.00000 8500.00| 110.00000 11000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 2899 COUNTIES : DOUGLAS LETTING DATE : 07/31/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 1276 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0175 9110.07 110.000 HOUR| 121.45000 13359.50| 85.00000 9350.00| 70.00000 7700.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 263,339.88| $ 263,650.60| $ 268,473.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,021,822.64| $ 5,291,697.80| $ 5,589,262.19 ==================================================================================================================================== | |
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