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11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-680-9(791) W DODGE BRIDGE OVER I-680, OVER REGENCY PKWY, I-680 W DODGE EACBH-680-9(794) RD INTERCHANGE, US-6 AT BIG PAPIO CREEK & US-6 BRIDGES EACIM-680-9(796) OVER EACNH-EACBH-6-7(160) 108TH ST. OTHERS -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 15,694,829.63 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 16,678,689.74 106.2687% 3 1276 KIEWIT WESTERN CO. $ 18,197,229.30 115.9441% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -3 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |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| 100000.00000 100000.00| 87716.00000 87716.00| 135000.00000 135000.00 MOBILIZATION | | | 0002 1000.00 6.000 EACH| 150.00000 900.00| 111.00000 666.00| 750.00000 4500.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 12000.00000 12000.00| 22189.00000 22189.00| 75000.00000 75000.00 GENERAL CLEARING AND GRUBBING FOR | | | PROJECT EACIM-680-9(796) | | | 0004 1009.01 LUMP| 12000.00000 12000.00| 1.00000 1.00| 25000.00000 25000.00 GENERAL CLEARING AND GRUBBING FOR | | | PROJECT EACNH-EACBH-6-7(160) | | | 0005 1010.01 247736.000 m3 | 3.95000 978557.20| 4.11000 1018194.96| 4.00000 990944.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 3951.000 kL | 2.60000 10272.60| 0.01000 39.51| 0.01000 39.51 WATER | | | 0007 1021.10 216.000 EACH| 10.00000 2160.00| 5.55000 1198.80| 20.00000 4320.00 REMOVE DELINEATOR UNITS | | | 0008 1101.25 2789.000 m | 8.20000 22869.80| 8.20000 22869.80| 8.20000 22869.80 SAWING PAVEMENT | | | 0009 1102.00 29316.000 m2 | 5.50000 161238.00| 5.58000 163583.28| 5.30000 155374.80 REMOVE ASPHALT SURFACE | | | 0010 1107.00 108.000 m2 | 3.50000 378.00| 3.33000 359.64| 3.20000 345.60 REMOVE WALK | | | 0011 1109.00 914.200 m | 21.30000 19472.46| 21.84000 19966.13| 10.00000 9142.00 REMOVE CURB | | | 0012 1109.20 24.000 m | 277.60000 6662.40| 33.50000 804.00| 46.00000 1104.00 REMOVE CONCRETE BARRIER | | | 0013 1111.00 1396.000 m | 7.00000 9772.00| 7.90000 11028.40| 5.00000 6980.00 REMOVE FENCE | | | 0014 1114.10 42.600 m | 102.00000 4345.20| 66.89000 2849.51| 17.00000 724.20 REMOVE RETAINING WALL | | | 0015 1121.00 2.000 EACH| 550.00000 1100.00| 555.00000 1110.00| 530.00000 1060.00 REMOVE CONCRETE FLUME | | | 0016 1122.01 1653.000 m2 | 3.50000 5785.50| 3.33000 5504.49| 3.20000 5289.60 REMOVE CONCRETE MEDIAN SURFACING | | | 0017 1123.00 1241.000 m2 | 3.50000 4343.50| 3.33000 4132.53| 3.20000 3971.20 REMOVE CONCRETE DITCH LINER | | | 0018 3017.50 1778.000 m2 | 64.00000 113792.00| 94.30000 167665.40| 60.00000 106680.00 INTERLOCKING CONCRETE PAVER BLOCK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -4 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 3017.55 1041.000 m2 | 18.00000 18738.00| 18.68000 19445.88| 18.00000 18738.00 SOIL GRID CONFINEMENT SYSTEM | | | 0020 3275.20 52759.000 m2 | 6.40000 337657.60| 6.40000 337657.60| 6.30000 332381.70 CRUSH CONCRETE PAVEMENT | | | 0021 7017.00 796.600 m | 11.40000 9081.24| 6.66000 5305.36| 13.00000 10355.80 REMOVE GUARDRAIL | | | 0022 L006.50 9.300 ha | 850.00000 7905.00| 910.00000 8463.00| 861.00000 8007.30 TEMPORARY SEEDING | | | 0023 L020.00 115798.000 m2 | 1.30000 150537.40| 1.35000 156327.30| 1.30000 150537.40 EROSION CONTROL | | | 0024 L020.01 8843.000 m2 | 5.00000 44215.00| 5.21000 46072.03| 5.00000 44215.00 EROSION CONTROL, TYPE A | | | 0025 L020.08 8841.000 m2 | 5.15000 45531.15| 5.33000 47122.53| 5.00000 44205.00 EROSION CONTROL, TYPE AA | | | 0026 L020.09 7823.000 m2 | 9.90000 77447.70| 10.26000 80263.98| 9.70000 75883.10 EROSION CONTROL, TYPE AAA | | | 0027 L020.10 2489.000 m2 | 1.50000 3733.50| 1.58000 3932.62| 1.50000 3733.50 EROSION CONTROL, TYPE HV | | | 0028 L021.21 72.000 BALE| 25.00000 1800.00| 25.52000 1837.44| 24.00000 1728.00 EROSION CHECKS, TYPE AA | | | 0029 L022.11 2064.700 m | 7.50000 15485.25| 7.77000 16042.72| 7.40000 15278.78 FABRIC SILT FENCE-LOW POROSITY | | | 0030 L022.12 1024.000 m | 8.50000 8704.00| 8.49000 8693.76| 8.00000 8192.00 FABRIC SILT FENCE-HIGH POROSITY | | | 0031 L022.23 18.000 m | 17.00000 306.00| 17.75000 319.50| 17.00000 306.00 FABRIC SILT FENCE-WP-WW-LOW POROSITY | | | 0032 L022.24 68.000 m | 18.00000 1224.00| 18.86000 1282.48| 18.00000 1224.00 FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | | SECTION TOTALS | $ 2,188,014.50| $ 2,262,644.65| $ 2,263,130.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0033 0030.10 LUMP| 25000.00000 25000.00| 1.00000 1.00| 10000.00000 10000.00 MOBILIZATION | | | 0034 4095.00 410.000 m2 | 121.10000 49651.00| 225.63000 92508.30| 220.00000 90200.00 CONCRETE FACE PANELS | | | 0035 4095.10 71.800 m | 40.60000 2915.08| 47.20000 3388.96| 45.00000 3231.00 CONCRETE LEVELING PADS | | | 0036 4095.20 72.800 m | 91.30000 6646.64| 137.11000 9981.61| 144.00000 10483.20 COPING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -5 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 4350.24 190.500 m | 34.80000 6629.40| 52.50000 10001.25| 51.00000 9715.50 600 mm CORRUGATED METAL PIPE | | | 0038 8024.75 3161.000 m3 | 14.90000 47098.90| 16.99000 53705.39| 17.00000 53737.00 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 137,941.02| $ 169,586.51| $ 177,366.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | 0039 0002.61 150.000 EACH| 26.00000 3900.00| 27.74000 4161.00| 26.00000 3900.00 PLOWABLE PAVEMENT MARKER | | | 0040 0030.30 LUMP| 100000.00000 100000.00| 587742.00000 587742.00| 350000.00000 350000.00 MOBILIZATION | | | 0041 1020.02 288.000 EACH| 16.00000 4608.00| 16.36000 4711.68| 15.50000 4464.00 DELINEATOR, TYPE II | | | 0042 3008.05 271.000 EACH| 4.20000 1138.20| 3.93000 1065.03| 6.00000 1626.00 TIE BARS | | | 0043 3010.00 258.000 m | 45.50000 11739.00| 37.34000 9633.72| 70.00000 18060.00 CONCRETE CLASS 47B-20 CURB SPECIAL | | | 0044 3011.22 2351.200 m | 13.80000 32446.56| 15.58000 36631.70| 15.00000 35268.00 CONCRETE CLASS 47B-20 CURB TYPE II | | | 0045 3013.13 418.900 m | 142.10000 59525.69| 130.78000 54783.74| 129.00000 54038.10 CONCRETE CLASS 47BD-30 BARRIER CURB | | | 0046 3013.25 2.000 EACH| 863.20000 1726.40| 474.00000 948.00| 1525.00000 3050.00 CONCRETE CLASS 47BD-30 BARRIER TERMINAL | | | SECTION | | | 0047 3013.30 1.000 EACH| 4021.20000 4021.20| 3502.00000 3502.00| 10000.00000 10000.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION | | | 0048 3016.21 144.000 m2 | 21.10000 3038.40| 26.89000 3872.16| 32.00000 4608.00 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0049 3017.38 49.000 m2 | 72.00000 3528.00| 35.72000 1750.28| 52.00000 2548.00 200 mm REINFORCED CONCRETE CLASS 47B-20 | | | MEDIAN SURFACING | | | 0050 3017.40 1202.000 m2 | 19.50000 23439.00| 21.40000 25722.80| 40.00000 48080.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0051 3017.46 620.000 m2 | 54.10000 33542.00| 33.70000 20894.00| 55.75000 34565.00 150 mm CONCRETE CLASS 47B-20 IMPRINTED | | | MEDIAN SURFACING | | | 0052 3017.48 4660.000 m2 | 42.10000 196186.00| 39.48000 183976.80| 56.00000 260960.00 150 mm REINFORCED CONCRETE CLASS 47B-20 | | | IMPRINTED MEDIAN SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -6 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 3025.00 98.500 m | 149.20000 14696.20| 124.28000 12241.58| 123.00000 12115.50 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | 0054 3025.04 11.500 m | 231.00000 2656.50| 372.06000 4278.69| 577.00000 6635.50 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | DOWELED | | | 0055 3025.05 35.000 m | 242.50000 8487.50| 364.73000 12765.55| 477.00000 16695.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | SPECIAL | | | 0056 3027.00 2.000 EACH| 1980.80000 3961.60| 2270.00000 4540.00| 4850.00000 9700.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION | | | 0057 3027.03 1.000 EACH| 1418.60000 1418.60| 1578.00000 1578.00| 3500.00000 3500.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION TYPE A | | | 0058 3027.04 1.000 EACH| 1304.30000 1304.30| 1567.00000 1567.00| 3600.00000 3600.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION TYPE B | | | 0059 3027.05 1.000 EACH| 879.90000 879.90| 638.00000 638.00| 1600.00000 1600.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION TYPE C | | | 0060 3075.52 10419.000 m2 | 29.20000 304234.80| 29.21000 304338.99| 35.00000 364665.00 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0061 3075.56 41455.000 m2 | 31.10000 1289250.50| 32.43000 1344385.65| 36.00000 1492380.00 255 mm DOWELED CONCRETE PAVMENT, CLASS | | | 47B-25 | | | 0062 3075.72 12644.000 m2 | 33.00000 417252.00| 33.57000 424459.08| 36.00000 455184.00 305 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0063 3075.76 33171.000 m2 | 34.90000 1157667.90| 36.12000 1198136.52| 38.00000 1260498.00 305 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0064 3089.25 19582.000 m2 | 33.00000 646206.00| 34.16000 668921.12| 33.00000 646206.00 TEMPORARY SURFACING 250 mm | | | 0065 3300.65 50.000 EACH| 60.30000 3015.00| 72.12000 3606.00| 75.00000 3750.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0066 4004.50 293.000 kg | 2.20000 644.60| 2.21000 647.53| 3.00000 879.00 CAST IRON GRATE AND FRAME | | | 0067 4005.00 156.000 kg | 2.20000 343.20| 2.21000 344.76| 3.00000 468.00 CAST IRON RING AND COVER | | | 0068 4014.70 1.000 EACH| 473.30000 473.30| 202.00000 202.00| 600.00000 600.00 ADJUSTING INLET TO GRADE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -7 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 4015.00 1.000 EACH| 397.20000 397.20| 202.00000 202.00| 250.00000 250.00 ADJUST MANHOLE TO GRADE | | | 0070 4024.55 0.600 m | 572.00000 343.20| 475.63000 285.38| 750.00000 450.00 FLUME SPILLWAY | | | 0071 4024.60 1.000 EACH| 1925.10000 1925.10| 1636.00000 1636.00| 3000.00000 3000.00 CONCRETE FLUME | | | 0072 4763.26 38.000 EACH| 105.20000 3997.60| 75.19000 2857.22| 155.00000 5890.00 UNDERDRAIN HEADWALL | | | 0073 4764.34 234.500 m | 12.60000 2954.70| 6.10000 1430.45| 14.00000 3283.00 100 mm NONPERFORATED PIPE UNDERDRAIN | | | 0074 4764.35 6192.000 m | 11.70000 72446.40| 8.72000 53994.24| 13.30000 82353.60 100 mm PERFORATED PIPE UNDERDRAIN | | | 0075 7502.14 10000.000 m | 9.50000 95000.00| 9.93000 99300.00| 9.40000 94000.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0076 7503.04 5000.000 m | 9.50000 47500.00| 9.93000 49650.00| 9.40000 47000.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0077 7508.04 4000.000 m | 26.50000 106000.00| 27.57000 110280.00| 26.00000 104000.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4 | | | 0078 8032.04 103527.000 m2 | 2.20000 227759.40| 2.31000 239147.37| 3.00000 310581.00 CRUSHED CONCRETE FOUNDATION COURSE 100 | | | mm | | | 0079 9005.00 125.000 Mg | 90.00000 11250.00| 92.71000 11588.75| 86.00000 10750.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0080 9009.88 6080.000 m2 | 30.00000 182400.00| 32.92000 200153.60| 31.00000 188480.00 SURFACING 250mm | | | 0081 9111.00 1691.000 kL | 4.40000 7440.40| 1.18000 1995.38| 2.00000 3382.00 WATER | | | 0082 9170.00 111.596 StaM| 420.00000 46870.32| 443.79000 49525.19| 400.00000 44638.40 EARTH SHOULDER CONSTRUCTION | | | 0083 9173.20 97447.000 m2 | 1.20000 116936.40| 1.44000 140323.68| 2.45000 238745.15 SUBGRADE PREPARATION | | | 0084 9185.77 2.050 StaM| 3202.10000 6564.31| 1353.00000 2773.65| 2700.00000 5535.00 RUMBLE STRIPS, CONCRETE | | | 0085 9188.50 595.000 m2 | 34.00000 20230.00| 36.85000 21925.75| 36.00000 21420.00 SURFACING UNDER GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -8 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 L010.00 351.000 m2 | 4.40000 1544.40| 4.44000 1558.44| 5.00000 1755.00 SODDING | | | SECTION TOTALS | $ 5,282,889.78| $ 5,910,672.48| $ 6,275,156.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERT | | | 0087 0030.40 LUMP| 40000.00000 40000.00| 64201.00000 64201.00| 50000.00000 50000.00 MOBILIZATION | | | 0088 1117.00 5.000 EACH| 317.20000 1586.00| 537.00000 2685.00| 250.00000 1250.00 REMOVE MANHOLE | | | 0089 1119.00 26.000 EACH| 359.40000 9344.40| 536.61000 13951.86| 275.00000 7150.00 REMOVE INLET | | | 0090 1136.09 30.000 m | 50.00000 1500.00| 47.66000 1429.80| 88.00000 2640.00 REMOVE SLOTTED PIPE | | | 0091 1500.18 52.700 m | 60.10000 3167.27| 61.25000 3227.88| 92.00000 4848.40 INSTALL 450 mm CORRUGATED METAL PIPE | | | 0092 4002.00 854.000 kg | 1.70000 1451.80| 2.21000 1887.34| 3.00000 2562.00 CAST IRON COVER AND FRAME | | | 0093 4003.00 789.000 kg | 2.30000 1814.70| 2.21000 1743.69| 3.00000 2367.00 CAST IRON COVER, FRAME, AND FLANGE | | | 0094 4004.50 25819.000 kg | 2.60000 67129.40| 2.21000 57059.99| 3.00000 77457.00 CAST IRON GRATE AND FRAME | | | 0095 4005.00 1716.000 kg | 2.20000 3775.20| 2.21000 3792.36| 3.00000 5148.00 CAST IRON RING AND COVER | | | 0096 4011.45 1.000 EACH| 2610.10000 2610.10| 1388.00000 1388.00| 3700.00000 3700.00 SLOTTED VANE INLET AT STA. 87+50 LT. | | | 0097 4011.46 1.000 EACH| 2610.10000 2610.10| 947.00000 947.00| 2700.00000 2700.00 SLOTTED VANE INLET AT STA. 87+60 LT. | | | 0098 4016.00 1.000 EACH| 1559.20000 1559.20| 1391.00000 1391.00| 2300.00000 2300.00 MANHOLE AT STA. 102+20 RT. | | | 0099 4016.01 1.000 EACH| 1854.70000 1854.70| 1438.00000 1438.00| 3200.00000 3200.00 MANHOLE AT STA. 110+36.03 RT. | | | 0100 4016.02 1.000 EACH| 2589.00000 2589.00| 3142.00000 3142.00| 5300.00000 5300.00 MANHOLE AT STA. 110+61.29 LT. | | | 0101 4016.03 1.000 EACH| 3086.50000 3086.50| 3983.00000 3983.00| 6700.00000 6700.00 MANHOLE AT STA. 110+61.32 RT. | | | 0102 4016.04 1.000 EACH| 1851.30000 1851.30| 2019.00000 2019.00| 3200.00000 3200.00 MANHOLE AT STA. 112+70 LT. | | | 0103 4016.05 1.000 EACH| 1836.20000 1836.20| 1739.00000 1739.00| 3000.00000 3000.00 MANHOLE AT STA. 314+06.9 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -9 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 4016.06 1.000 EACH| 3038.20000 3038.20| 4070.00000 4070.00| 5800.00000 5800.00 MANHOLE AT STA. 314+64.5 RT. | | | 0105 4016.07 1.000 EACH| 2364.20000 2364.20| 2597.00000 2597.00| 4300.00000 4300.00 MANHOLE AT STA. 407+20 RT. | | | 0106 4016.08 1.000 EACH| 2559.40000 2559.40| 2889.00000 2889.00| 4800.00000 4800.00 MANHOLE AT STA. 407+90 RT. | | | 0107 4016.09 1.000 EACH| 2262.20000 2262.20| 2451.00000 2451.00| 4000.00000 4000.00 MANHOLE AT STA. 408+60 RT. | | | 0108 4016.10 1.000 EACH| 4335.10000 4335.10| 3956.00000 3956.00| 6400.00000 6400.00 MANHOLE AT STA. 409+41.27 RT. | | | 0109 4016.11 1.000 EACH| 2662.50000 2662.50| 1458.00000 1458.00| 2600.00000 2600.00 MANHOLE AT STA. 504+00 LT. | | | 0110 4016.12 1.000 EACH| 1611.90000 1611.90| 1458.00000 1458.00| 2300.00000 2300.00 MANHOLE AT STA. 87+50 | | | 0111 4016.13 1.000 EACH| 1611.90000 1611.90| 1177.00000 1177.00| 2000.00000 2000.00 MANHOLE AT STA. 88+48.56 RT. | | | 0112 4016.14 1.000 EACH| 1611.90000 1611.90| 1177.00000 1177.00| 2000.00000 2000.00 MANHOLE AT STA. 89+09.39 RT. | | | 0113 4018.00 4.000 EACH| 594.80000 2379.20| 720.00000 2880.00| 650.00000 2600.00 TAPPING EXISTING STRUCTURE | | | 0114 4018.50 3.000 EACH| 610.20000 1830.60| 720.00000 2160.00| 500.00000 1500.00 TAPPING EXISTING PIPE | | | 0115 4020.25 2223.000 m2 | 33.10000 73581.30| 32.42000 72069.66| 52.00000 115596.00 CONCRETE DITCH LINING 200 mm | | | 0116 4035.00 7.000 EACH| 252.60000 1768.20| 27.00000 189.00| 125.00000 875.00 REMOVE FLARED-END SECTION | | | 0117 4040.00 12.000 EACH| 290.70000 3488.40| 305.33000 3663.96| 200.00000 2400.00 REMOVE HEADWALLS FROM CULVERTS | | | 0118 4043.50 846.100 m | 31.30000 26482.93| 14.37000 12158.46| 27.00000 22844.70 REMOVE SEWER PIPE | | | 0119 4048.25 1.000 EACH| 8544.40000 8544.40| 8543.00000 8543.00| 8000.00000 8000.00 REMODEL UNDERGROUND SPRINKLER SYSTEM | | | 0120 4050.01 921.000 m3 | 7.60000 6999.60| 3.39000 3122.19| 15.00000 13815.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0121 4105.59 151.280 m3 | 423.40000 64051.95| 500.11000 75656.64| 790.00000 119511.20 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0122 4107.07 9.360 m3 | 841.20000 7873.63| 380.00000 3556.80| 1500.00000 14040.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -10 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 4130.06 1.060 m3 | 1071.60000 1135.90| 2521.00000 2672.26| 1900.00000 2014.00 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0124 4155.50 5764.500 kg | 2.10000 12105.45| 0.58000 3343.41| 2.00000 11529.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0125 4157.00 403.000 kg | 3.60000 1450.80| 0.58000 233.74| 3.00000 1209.00 REINFORCING STEEL FOR COLLARS | | | 0126 4310.18 20.000 EACH| 427.40000 8548.00| 282.74000 5654.80| 365.00000 7300.00 450 mm FLARED-END SECTION | | | 0127 4310.24 2.000 EACH| 456.80000 913.60| 316.00000 632.00| 385.00000 770.00 600 mm FLARED-END SECTION | | | 0128 4310.30 6.000 EACH| 499.80000 2998.80| 364.00000 2184.00| 425.00000 2550.00 750 mm FLARED-END SECTION | | | 0129 4310.36 8.000 EACH| 614.50000 4916.00| 471.00000 3768.00| 580.00000 4640.00 900 mm FLARED-END SECTION | | | 0130 4310.42 2.000 EACH| 783.40000 1566.80| 612.00000 1224.00| 700.00000 1400.00 1050 mm FLARED-END SECTION | | | 0131 4310.48 1.000 EACH| 1054.70000 1054.70| 804.00000 804.00| 890.00000 890.00 1200 mm FLARED-END SECTION | | | 0132 4670.05 17.200 m3 | 254.40000 4375.68| 44.64000 767.81| 123.00000 2115.60 CULVERT SANDFILL | | | 0133 4875.18 18.000 m | 461.40000 8305.20| 100.72000 1812.96| 430.00000 7740.00 JACKING 450 mm STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0134 4900.24 9.000 EACH| 1266.60000 11399.40| 708.00000 6372.00| 600.00000 5400.00 AREA INLET SEDIMENT FILTER | | | 0135 P120.42 25.200 m | 239.60000 6037.92| 291.16000 7337.23| 270.00000 6804.00 1050 mm CULVERT PIPE TYPE 2 | | | 0136 P400.30 38.000 m | 185.40000 7045.20| 155.15000 5895.70| 148.00000 5624.00 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0137 P400.36 72.900 m | 220.80000 16096.32| 201.12000 14661.65| 231.00000 16839.90 900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0138 P700.18 1791.000 m | 79.90000 143100.90| 83.62000 149763.42| 90.00000 161190.00 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0139 P700.24 259.500 m | 95.80000 24860.10| 92.64000 24040.08| 105.00000 27247.50 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0140 P700.30 342.700 m | 135.60000 46470.12| 124.82000 42775.81| 135.00000 46264.50 750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -11 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 P700.36 15.500 m | 186.10000 2884.55| 168.89000 2617.80| 218.00000 3379.00 900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0142 P702.18 99.100 m | 100.40000 9949.64| 75.21000 7453.31| 112.00000 11099.20 450 mm STORM SEWER PIPE, TYPE 1 | | | 0143 P702.24 8.000 m | 127.30000 1018.40| 159.00000 1272.00| 180.00000 1440.00 600 mm STORM SEWER PIPE, TYPE 1 | | | 0144 P702.30 152.000 m | 102.30000 15549.60| 127.55000 19387.60| 132.00000 20064.00 750 mm STORM SEWER PIPE, TYPE 1 | | | 0145 P702.42 6.500 m | 127.30000 827.45| 211.00000 1371.50| 306.00000 1989.00 1050 mm STORM SEWER PIPE, TYPE 1 | | | 0146 P702.48 119.100 m | 287.80000 34276.98| 244.96000 29174.74| 263.00000 31323.30 1200 mm STORM SEWER PIPE, TYPE 1 | | | 0147 P705.18 18.000 m | 123.70000 2226.60| 434.91000 7828.38| 50.00000 900.00 450 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0148 P707.24 10.500 m | 77.70000 815.85| 98.06000 1029.63| 126.00000 1323.00 600 mm STORM SEWER PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 736,753.34| $ 715,336.46| $ 901,949.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0149 0030.50 LUMP| 500.00000 500.00| 1.00000 1.00| 500.00000 500.00 MOBILIZATION | | | 0150 L001.01 6.700 ha | 1400.00000 9380.00| 1452.00000 9728.40| 1375.00000 9212.50 SEEDING, TYPE A | | | 0151 L001.02 2.600 ha | 1300.00000 3380.00| 1352.00000 3515.20| 1300.00000 3380.00 SEEDING, TYPE B | | | 0152 L020.07 7061.000 m2 | 4.00000 28244.00| 4.24000 29938.64| 4.00000 28244.00 EROSION CONTROL, TYPE B-1 | | | 0153 L032.75 46.500 Mg | 70.00000 3255.00| 72.12000 3353.58| 68.00000 3162.00 MULCH | | | SECTION TOTALS | $ 44,759.00| $ 46,536.82| $ 44,498.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 86+88.67 1-36.52 & 2-21.34 m SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0154 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0155 0030.60 LUMP| 60000.00000 60000.00| 178408.00000 178408.00| 60000.00000 60000.00 MOBILIZATION | | | 0156 1043.50 1550.000 m2 | 1.70000 2635.00| 1.33000 2061.50| 4.00000 6200.00 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -12 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0157 3050.15 395.000 m3 | 190.00000 75050.00| 190.35000 75188.25| 230.00000 90850.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0158 3051.10 23835.000 kg | 1.00000 23835.00| 1.20000 28602.00| 1.40000 33369.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0159 6000.10 40.000 LS | 5470.00000 5470.00| 3931.00000 3931.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0160 6000.11 40.000 LS | 6380.00000 6380.00| 3931.00000 3931.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0161 6000.60 150.000 LS | 19980.00000 19980.00| 34633.00000 34633.00| 15000.00000 15000.00 PIER NO.1 EXCAVATION | | | 0162 6000.61 150.000 LS | 19930.00000 19930.00| 31827.00000 31827.00| 10000.00000 10000.00 PIER NO.2 EXCAVATION | | | 0163 6005.35 79.900 m | 117.60000 9396.24| 104.05000 8313.60| 136.00000 10866.40 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0164 6005.78 36.000 EACH| 729.30000 26254.80| 781.48000 28133.28| 520.00000 18720.00 EXPANSION BEARING, TFE TYPE | | | 0165 6005.83 12.000 EACH| 977.70000 11732.40| 1036.43000 12437.16| 676.00000 8112.00 FIXED BEARING | | | 0166 6010.22 388.700 m3 | 427.80000 166285.86| 415.51000 161508.74| 597.00000 232053.90 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0167 6010.26 759.400 m3 | 392.10000 297760.74| 359.66000 273125.80| 450.00000 341730.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0168 6030.00 1.000 EACH| 83570.00000 83570.00| 154855.00000 154855.00| 150000.00000 150000.00 PREPARATION OF BRIDGE AT STA. 86+88.67 | | | 0169 6071.12 424365.000 LS | 541890.00000 541890.00| 542657.00000 542657.00| 570000.00000 570000.00 STEEL SUPERSTRUCTURE AT STA. 86+88.67 | | | 0170 6100.00 2.000 EACH| 919.90000 1839.80| 751.00000 1502.00| 650.00000 1300.00 FLOOR DRAINS | | | 0171 6105.02 1440.000 Mg | 23.00000 33120.00| 22.67000 32644.80| 30.00000 43200.00 ROCK RIPRAP, TYPE B | | | 0172 6131.50 111365.000 kg | 1.10000 122501.50| 1.22000 135865.30| 1.50000 167047.50 EPOXY COATED REINFORCING STEEL | | | 0173 6139.50 175.000 m2 | 29.50000 5162.50| 15.10000 2642.50| 23.00000 4025.00 SUBSURFACE DRAINAGE MATTING | | | 0174 6210.12 634.400 m | 54.10000 34321.04| 47.75000 30292.60| 69.00000 43773.60 HP 250 mm X 62 kg STEEL PILING | | | 0175 6210.14 361.500 m | 63.50000 22955.25| 55.00000 19882.50| 80.00000 28920.00 HP 310 mm X 79 kg STEEL PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -13 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 6210.42 18.000 EACH| 50.00000 900.00| 57.37000 1032.66| 170.00000 3060.00 HP 250 mm X 62 kg, PILE SPLICES | | | 0177 6210.44 3.000 EACH| 50.00000 150.00| 57.00000 171.00| 170.00000 510.00 HP 310 mm X 79 kg, PILE SPLICE | | | 0178 6510.55 120.000 LS | 12710.00000 12710.00| 6210.00000 6210.00| 210000.00000 210000.00 TEMPORARY BRIDGE SHORING | | | 0179 6601.15 216.400 m | 22.00000 4760.80| 22.19000 4801.92| 21.00000 4544.40 38 mm CONDUIT IN BRIDGE | | | 0180 6990.03 2.000 EACH| 10620.00000 21240.00| 5677.00000 11354.00| 3500.00000 7000.00 TEMPORARY TRAIL COVER | | | 0181 8091.00 300.000 m3 | 48.40000 14520.00| 17.17000 5151.00| 28.00000 8400.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,625,150.93| $ 1,791,962.61| $ 2,079,481.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6A BRIDGE AT STA. 89+72.125 1-22.25 & 1-25 m SPAN PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0182 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0183 0030.60 LUMP| 40000.00000 40000.00| 85109.00000 85109.00| 53000.00000 53000.00 MOBILIZATION | | | 0184 3050.15 442.900 m3 | 190.00000 84151.00| 188.13000 83322.78| 230.00000 101867.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0185 3051.10 26490.000 kg | 1.00000 26490.00| 1.13000 29933.70| 1.40000 37086.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0186 6000.10 35.000 LS | 5350.00000 5350.00| 3409.00000 3409.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0187 6000.11 35.000 LS | 4550.00000 4550.00| 3409.00000 3409.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0188 6000.20 125.000 LS | 855.90000 855.90| 4580.00000 4580.00| 4000.00000 4000.00 PIER NO.1 EXCAVATION | | | 0189 6005.35 87.700 m | 110.50000 9690.85| 104.07000 9126.94| 136.00000 11927.20 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0190 6005.78 44.000 EACH| 451.20000 19852.80| 467.01000 20548.44| 520.00000 22880.00 EXPANSION BEARING, TFE TYPE | | | 0191 6005.83 12.000 EACH| 354.80000 4257.60| 360.25000 4323.00| 680.00000 8160.00 FIXED BEARING | | | 0192 6010.22 206.000 m3 | 482.10000 99312.60| 356.74000 73488.44| 563.00000 115978.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -14 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0193 6010.26 550.000 m3 | 460.60000 253330.00| 343.79000 189084.50| 450.00000 247500.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0194 6011.11 96.200 LS | 90150.00000 90150.00| 85302.00000 85302.00| 105000.00000 105000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 89+72.125 | | | 0195 6030.00 1.000 EACH| 66130.00000 66130.00| 127139.00000 127139.00| 145000.00000 145000.00 PREPARATION OF BRIDGE AT STA. 89+72.125 | | | 0196 6107.00 23.000 m2 | 230.80000 5308.40| 125.18000 2879.14| 80.00000 1840.00 CONCRETE SLOPE PROTECTION | | | 0197 6131.50 59360.000 kg | 1.10000 65296.00| 1.15000 68264.00| 1.50000 89040.00 EPOXY COATED REINFORCING STEEL | | | 0198 6139.50 114.000 m2 | 34.30000 3910.20| 16.57000 1888.98| 23.00000 2622.00 SUBSURFACE DRAINAGE MATTING | | | 0199 6251.40 64.000 m | 467.60000 29926.40| 392.64000 25128.96| 264.00000 16896.00 ROCK SOCKET 610 mm | | | 0200 6251.50 37.200 m | 458.00000 17037.60| 321.24000 11950.13| 334.00000 12424.80 DRILLED SHAFT 610 mm | | | 0201 6510.55 65.000 LS | 9380.00000 9380.00| 6642.00000 6642.00| 50000.00000 50000.00 TEMPORARY BRIDGE SHORING | | | 0202 6601.15 168.000 m | 25.00000 4200.00| 25.52000 4287.36| 24.00000 4032.00 38 mm CONDUIT IN BRIDGE | | | 0203 6616.65 32.000 EACH| 1330.00000 42560.00| 507.14000 16228.48| 300.00000 9600.00 BEARING DEVICE REPLACEMENT | | | 0204 8091.00 260.000 m3 | 49.10000 12766.00| 17.12000 4451.20| 28.00000 7280.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 895,305.35| $ 861,296.05| $ 1,057,933.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6B BRIDGE AT STA. 105+08.526 1-39.4 m & 1-35.2 m SPAN WELDED PLATE STEEL GIRDER BRIDGE | | | 0205 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0206 0030.60 LUMP| 45000.00000 45000.00| 187552.00000 187552.00| 50000.00000 50000.00 MOBILIZATION | | | 0207 3050.15 396.600 m3 | 190.20000 75433.32| 192.28000 76258.25| 240.00000 95184.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0208 3051.10 23480.000 kg | 1.00000 23480.00| 1.13000 26532.40| 1.40000 32872.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -15 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0209 6000.10 40.000 LS | 4643.60000 4643.60| 7681.00000 7681.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0210 6000.11 40.000 LS | 3210.40000 3210.40| 7681.00000 7681.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0211 6000.20 180.000 LS | 6875.70000 6875.70| 9104.00000 9104.00| 20000.00000 20000.00 PIER NO.1 EXCAVATION | | | 0212 6005.35 78.800 m | 102.00000 8037.60| 104.02000 8196.78| 136.00000 10716.80 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0213 6005.78 26.000 EACH| 478.60000 12443.60| 483.10000 12560.60| 547.00000 14222.00 EXPANSION BEARING, TFE TYPE | | | 0214 6005.83 13.000 EACH| 864.60000 11239.80| 874.25000 11365.25| 662.00000 8606.00 FIXED BEARING | | | 0215 6010.22 392.500 m3 | 357.80000 140436.50| 283.95000 111450.38| 500.00000 196250.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0216 6010.26 1387.400 m3 | 327.00000 453679.80| 221.67000 307544.96| 4.50000 6243.30 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0217 6030.00 1.000 EACH| 34337.80000 34337.80| 131365.00000 131365.00| 145000.00000 145000.00 PREPARATION OF BRIDGE AT STA. 105+08.52 | | | 0218 6071.11 391420.000 LS | 692292.10000 692292.10| 699917.00000 699917.00| 815000.00000 815000.00 STEEL SUPERSTRUCTURE AT STA. 105+08.526 | | | 0219 6107.00 735.000 m2 | 55.10000 40498.50| 43.80000 32193.00| 60.00000 44100.00 CONCRETE SLOPE PROTECTION | | | 0220 6131.50 114110.000 kg | 1.10000 125521.00| 1.13000 128944.30| 1.50000 171165.00 EPOXY COATED REINFORCING STEEL | | | 0221 6139.50 235.000 m2 | 27.00000 6345.00| 14.45000 3395.75| 23.00000 5405.00 SUBSURFACE DRAINAGE MATTING | | | 0222 6210.12 1167.600 m | 53.00000 61882.80| 51.90000 60598.44| 69.00000 80564.40 HP 250 mm X 62 kg STEEL PILING | | | 0223 6210.14 513.100 m | 68.00000 34890.80| 56.20000 28836.22| 83.00000 42587.30 HP 310 mm X 79 kg STEEL PILING | | | 0224 6510.55 35.000 LS | 10996.90000 10996.90| 8415.00000 8415.00| 50000.00000 50000.00 TEMPORARY BRIDGE SHORING | | | 0225 6601.15 207.200 m | 22.00000 4558.40| 22.74000 4711.73| 21.50000 4454.80 38 mm CONDUIT IN BRIDGE | | | 0226 7110.02 8.700 m | 169.60000 1475.52| 72.00000 626.40| 70.00000 609.00 0.9 METER CHAIN-LINK FENCE | | | 0227 8091.00 586.000 m3 | 46.20000 27073.20| 17.12000 10032.32| 28.00000 16408.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,825,152.34| $ 1,875,761.78| $ 1,830,187.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6C BRIDGE AT STA. 111+66.25 55.17 m 4 SPAN ROLLED BEAM STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -16 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0228 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0229 0030.60 LUMP| 40000.00000 40000.00| 126455.00000 126455.00| 82000.00000 82000.00 MOBILIZATION | | | 0230 3050.15 415.000 m3 | 190.20000 78933.00| 188.65000 78289.75| 232.00000 96280.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0231 3051.10 25040.000 kg | 1.00000 25040.00| 1.14000 28545.60| 1.40000 35056.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0232 6000.10 65.000 LS | 2067.80000 2067.80| 3209.00000 3209.00| 5000.00000 5000.00 ABUTMENT NO.1 EXCAVATION | | | 0233 6000.11 70.000 LS | 2103.40000 2103.40| 3209.00000 3209.00| 5000.00000 5000.00 ABUTMENT NO.2 EXCAVATION | | | 0234 6000.20 50.000 LS | 2128.30000 2128.30| 9030.00000 9030.00| 5000.00000 5000.00 PIER NO.1 EXCAVATION | | | 0235 6000.21 50.000 LS | 2128.30000 2128.30| 4135.00000 4135.00| 5000.00000 5000.00 PIER NO.2 EXCAVATION | | | 0236 6000.22 50.000 LS | 2128.30000 2128.30| 6467.00000 6467.00| 5000.00000 5000.00 PIER NO.3 EXCAVATION | | | 0237 6005.35 82.400 m | 112.30000 9253.52| 104.03000 8572.07| 136.00000 11206.40 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0238 6005.78 64.000 EACH| 432.40000 27673.60| 440.12000 28167.68| 507.00000 32448.00 EXPANSION BEARING, TFE TYPE | | | 0239 6005.83 16.000 EACH| 519.50000 8312.00| 524.24000 8387.84| 663.00000 10608.00 FIXED BEARING | | | 0240 6010.22 272.300 m3 | 441.60000 120247.68| 425.05000 115741.12| 725.00000 197417.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0241 6010.26 543.700 m3 | 411.80000 223895.66| 344.11000 187092.61| 450.00000 244665.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0242 6030.00 1.000 EACH| 70504.60000 70504.60| 205986.00000 205986.00| 200000.00000 200000.00 PREPARATION OF BRIDGE AT STA. 111+66.25 | | | 0243 6071.12 169015.000 LS | 270703.20000 270703.20| 244028.00000 244028.00| 450000.00000 450000.00 STEEL SUPERSTRUCTURE AT STA. 111+66.25 | | | 0244 6107.00 1178.000 m2 | 55.60000 65496.80| 36.37000 42843.86| 60.00000 70680.00 CONCRETE SLOPE PROTECTION | | | 0245 6131.50 87610.000 kg | 1.00000 87610.00| 1.13000 98999.30| 1.50000 131415.00 EPOXY COATED REINFORCING STEEL | | | 0246 6139.50 118.000 m2 | 24.20000 2855.60| 16.22000 1913.96| 23.00000 2714.00 SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -17 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0247 6210.12 870.300 m | 49.70000 43253.91| 47.76000 41565.53| 71.00000 61791.30 HP 250 mm X 62 kg STEEL PILING | | | 0248 6210.14 38.100 m | 65.00000 2476.50| 54.91000 2092.07| 107.00000 4076.70 HP 310 mm X 79 kg STEEL PILING | | | 0249 6510.55 70.000 LS | 17896.30000 17896.30| 16685.00000 16685.00| 50000.00000 50000.00 TEMPORARY BRIDGE SHORING | | | 0250 6601.15 176.200 m | 24.00000 4228.80| 24.96000 4397.95| 24.00000 4228.80 38 mm CONDUIT IN BRIDGE | | | 0251 8091.00 240.000 m3 | 46.20000 11088.00| 17.13000 4111.20| 28.00000 6720.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,120,825.27| $ 1,270,724.54| $ 1,717,106.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 7 GUARDRAIL | | | 0252 0030.70 LUMP| 2100.00000 2100.00| 2115.00000 2115.00| 3500.00000 3500.00 MOBILIZATION | | | 0253 7011.20 299.090 m | 42.00000 12561.78| 44.50000 13309.51| 42.00000 12561.78 W-BEAM GUARDRAIL | | | 0254 7019.50 1.000 EACH| 13500.00000 13500.00| 14229.00000 14229.00| 14000.00000 14000.00 IMPACT ATTENUATOR | | | 0255 7020.00 10.000 EACH| 2600.00000 26000.00| 2774.00000 27740.00| 2800.00000 28000.00 BRIDGE APPROACH SECTIONS | | | 0256 7024.25 10.000 EACH| 1800.00000 18000.00| 1886.00000 18860.00| 1800.00000 18000.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 72,161.78| $ 76,253.51| $ 76,061.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 7B FENCING | | | 0257 0030.71 LUMP| 500.00000 500.00| 1.00000 1.00| 500.00000 500.00 MOBILIZATION | | | 0258 7110.05 1766.000 m | 20.00000 35320.00| 20.86000 36838.76| 20.00000 35320.00 1.5 METER CHAIN-LINK FENCE | | | 0259 7115.05 2.000 EACH| 80.00000 160.00| 80.00000 160.00| 75.00000 150.00 END POST FOR 1.5 METER CHAIN-LINK FENCE | | | 0260 7116.05 27.000 EACH| 90.00000 2430.00| 88.76000 2396.52| 85.00000 2295.00 CORNER POST FOR 1.5 METER CHAIN-LINK | | | FENCE | | | 0261 7117.05 6.000 EACH| 90.00000 540.00| 89.00000 534.00| 85.00000 510.00 PULL POST FOR 1.5 METER CHAIN-LINK FENC | | | SECTION TOTALS | $ 38,950.00| $ 39,930.28| $ 38,775.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -18 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0262 0003.75 1.000 EACH| 20000.00000 20000.00| 17641.00000 17641.00| 17000.00000 17000.00 TEMPORARY TRAFFIC SIGNAL AT WEST DODGE | | | ROAD & SOUTH BRIDGE ROAD | | | 0263 0030.81 LUMP| 20000.00000 20000.00| 7766.00000 7766.00| 7500.00000 7500.00 MOBILIZATION | | | 0264 A001.05 10.000 EACH| 850.00000 8500.00| 876.00000 8760.00| 830.00000 8300.00 PULL BOX, TYPE PB-2 | | | 0265 A001.12 13.000 EACH| 480.00000 6240.00| 499.26000 6490.38| 473.00000 6149.00 PULL BOX, TYPE PB-5 | | | 0266 A001.16 30.000 EACH| 520.00000 15600.00| 549.19000 16475.70| 520.00000 15600.00 PULL BOX, TYPE PB-6 | | | 0267 A002.00 1.000 EACH| 9000.00000 9000.00| 9541.00000 9541.00| 9000.00000 9000.00 TRAFFIC DETECTOR AT STA. 134+20 LT. | | | 0268 A002.01 1.000 EACH| 9000.00000 9000.00| 9541.00000 9541.00| 9000.00000 9000.00 TRAFFIC DETECTOR AT STA. 134+20 RT. | | | 0269 A009.52 11.000 EACH| 2000.00000 22000.00| 2052.52000 22577.72| 1950.00000 21450.00 STREET LIGHTING UNIT, TYPE SL-BT-13.7-1 | | | 8-0.20 | | | 0270 A010.20 58.000 EACH| 800.00000 46400.00| 854.29000 49548.82| 810.00000 46980.00 LUMINAIRE, TYPE HML-A-1KW | | | 0271 A010.26 30.000 EACH| 800.00000 24000.00| 854.29000 25628.70| 810.00000 24300.00 LUMINAIRE, TYPE HML-V-1KW | | | 0272 A010.60 32.000 EACH| 520.00000 16640.00| 554.73000 17751.36| 525.00000 16800.00 UNDERDECK LUMINAIRE, TYPE UD-100 | | | 0273 A010.64 5.000 EACH| 800.00000 4000.00| 832.00000 4160.00| 790.00000 3950.00 LUMINAIRE, TYPE WL-100 | | | 0274 A018.81 10.000 EACH| 2600.00000 26000.00| 2774.00000 27740.00| 2625.00000 26250.00 FOUNDATION DESIGN | | | 0275 A018.82 115.000 m3 | 230.00000 26450.00| 244.08000 28069.20| 231.00000 26565.00 CONCRETE FOR FOUNDATION | | | 0276 A018.83 5502.000 kg | 3.00000 16506.00| 3.16000 17386.32| 3.00000 16506.00 REINFORCING STEEL | | | 0277 A018.86 10.000 EACH| 1600.00000 16000.00| 1692.00000 16920.00| 1600.00000 16000.00 ANCHOR BOLT CAGE | | | 0278 A020.36 3.000 EACH| 5500.00000 16500.00| 5880.00000 17640.00| 5600.00000 16800.00 LIGHTING CONTROL CENTER, TYPE R-2 | | | 0279 A030.90 4.000 EACH| 400.00000 1600.00| 422.00000 1688.00| 400.00000 1600.00 TELEPHONE DROP | | | 0280 A069.14 60.000 m | 11.00000 660.00| 11.09000 665.40| 11.00000 660.00 25 mm CONDUIT IN TRENCH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -19 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0281 A070.10 2147.000 m | 12.00000 25764.00| 12.20000 26193.40| 12.00000 25764.00 38 mm CONDUIT IN TRENCH | | | 0282 A070.14 779.000 m | 13.00000 10127.00| 13.31000 10368.49| 13.00000 10127.00 50 mm CONDUIT IN TRENCH | | | 0283 A070.18 1018.000 m | 17.00000 17306.00| 17.75000 18069.50| 17.00000 17306.00 75 mm CONDUIT IN TRENCH | | | 0284 A072.10 184.000 m | 15.00000 2760.00| 15.53000 2857.52| 15.00000 2760.00 38 mm CONDUIT UNDER ROADWAY | | | 0285 A072.18 23.000 m | 22.00000 506.00| 23.30000 535.90| 22.00000 506.00 75 mm CONDUIT UNDER ROADWAY | | | 0286 A074.18 68.000 m | 50.00000 3400.00| 49.93000 3395.24| 47.00000 3196.00 75 mm CONDUIT, JACKED | | | 0287 A079.50 562.000 m | 2.50000 1405.00| 2.33000 1309.46| 2.20000 1236.40 GROUNDING CONDUCTOR | | | 0288 A079.57 756.000 m | 3.80000 2872.80| 3.88000 2933.28| 3.70000 2797.20 SERVICE CABLE NO. 2 | | | 0289 A079.58 906.000 m | 3.20000 2899.20| 3.22000 2917.32| 3.00000 2718.00 SERVICE CABLE NO. 4 | | | 0290 A079.59 552.000 m | 2.50000 1380.00| 2.33000 1286.16| 2.20000 1214.40 SERVICE CABLE NO. 6 | | | 0291 A080.04 1776.000 m | 5.50000 9768.00| 5.77000 10247.52| 5.50000 9768.00 STREET LIGHTING CABLE, NO. 1/0 USE | | | 0292 A080.10 9908.000 m | 4.80000 47558.40| 4.88000 48351.04| 4.60000 45576.80 STREET LIGHTING CABLE, NO. 2 USE | | | 0293 A080.22 3507.000 m | 2.20000 7715.40| 2.33000 8171.31| 2.20000 7715.40 STREET LIGHTING CABLE, NO. 6 BARE | | | 0294 A080.24 2124.000 m | 2.30000 4885.20| 2.33000 4948.92| 2.20000 4672.80 STREET LIGHTING CABLE, NO. 6 USE | | | 0295 A080.35 120.000 m | 2.30000 276.00| 2.39000 286.80| 2.25000 270.00 STREET LIGHTING CABLE, NO. 10 USE | | | 0296 A080.38 60.000 m | 2.00000 120.00| 1.78000 106.80| 1.70000 102.00 STREET LIGHTING CABLE, NO. 10 BARE | | | 0297 A081.00 183.000 m | 4.00000 732.00| 4.16000 761.28| 4.00000 732.00 6 PAIR COMMUNICATION CABLE | | | 0298 A580.94 4.000 EACH| 2400.00000 9600.00| 2441.00000 9764.00| 2300.00000 9200.00 INSTALL DYNAMIC MESSAGE SIGN CONTROLLER | | | 0299 A580.95 4.000 EACH| 3400.00000 13600.00| 3550.00000 14200.00| 3360.00000 13440.00 INSTALL DYNAMIC MESSAGE SIGN | | | 0300 A580.96 375.000 m | 3.10000 1162.50| 3.22000 1207.50| 3.00000 1125.00 INSTALL DYNAMIC MESSAGE SIGN | | | COMMUNICATION CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -20 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0301 A600.00 2.000 EACH| 350.00000 700.00| 361.00000 722.00| 341.00000 682.00 REMOVE LIGHTING UNIT | | | 0302 A610.20 2.000 EACH| 4500.00000 9000.00| 4549.00000 9098.00| 4300.00000 8600.00 REMOVE LIGHTING SYSTEM | | | 0303 A620.02 2.000 EACH| 900.00000 1800.00| 888.00000 1776.00| 840.00000 1680.00 REMOVE LIGHTING CONTROL CENTER | | | 0304 A620.10 2.000 EACH| 500.00000 1000.00| 444.00000 888.00| 420.00000 840.00 REMOVE ELECTRICAL SERVICE | | | 0305 A630.04 1.000 EACH| 5000.00000 5000.00| 3439.00000 3439.00| 3250.00000 3250.00 REMOVE HIGH MAST LIGHTING UNIT | | | 0306 A630.20 2.000 EACH| 250.00000 500.00| 222.00000 444.00| 210.00000 420.00 REMOVE PULL BOX | | | 0307 A700.20 4.000 EACH| 800.00000 3200.00| 832.00000 3328.00| 800.00000 3200.00 RELOCATE STREET LIGHTING UNIT | | | 0308 A750.10 3.000 EACH| 20000.00000 60000.00| 21635.00000 64905.00| 20500.00000 61500.00 MODIFY HIGH MAST TOWER TYPE A | | | 0309 A750.11 6.000 EACH| 19000.00000 114000.00| 19527.00000 117162.00| 18500.00000 111000.00 MODIFY HIGH MAST TOWER TYPE B | | | 0310 A750.12 1.000 EACH| 18000.00000 18000.00| 18306.00000 18306.00| 17300.00000 17300.00 MODIFY HIGH MAST TOWER TYPE C | | | 0311 A800.70 615.000 DAY | 15.00000 9225.00| 15.53000 9550.95| 15.00000 9225.00 MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 691,358.50| $ 703,520.99| $ 668,334.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 8C SIGNING | | | 0312 0030.82 LUMP| 10000.00000 10000.00| 9985.00000 9985.00| 9400.00000 9400.00 MOBILIZATION | | | 0313 7312.00 1.000 EACH| 70000.00000 70000.00| 75444.00000 75444.00| 71000.00000 71000.00 OVERHEAD SIGN SUPPORT, LOCATION 1 | | | 0314 7312.01 1.000 EACH| 18000.00000 18000.00| 19305.00000 19305.00| 18270.00000 18270.00 OVERHEAD SIGN SUPPORT, LOCATION 2 | | | 0315 7312.02 1.000 EACH| 18000.00000 18000.00| 19305.00000 19305.00| 18270.00000 18270.00 OVERHEAD SIGN SUPPORT, LOCATION 3 | | | 0316 7312.03 1.000 EACH| 37000.00000 37000.00| 39675.00000 39675.00| 37500.00000 37500.00 OVERHEAD SIGN SUPPORT, LOCATION 4 | | | 0317 7312.04 1.000 EACH| 45000.00000 45000.00| 48345.00000 48345.00| 45750.00000 45750.00 OVERHEAD SIGN SUPPORT, LOCATION 5 | | | 0318 7312.05 1.000 EACH| 28000.00000 28000.00| 28314.00000 28314.00| 26800.00000 26800.00 OVERHEAD SIGN SUPPORT, LOCATION 9 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -21 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0319 7312.06 1.000 EACH| 43000.00000 43000.00| 44934.00000 44934.00| 42500.00000 42500.00 OVERHEAD SIGN SUPPORT, LOCATION 10 | | | 0320 7312.07 1.000 EACH| 58000.00000 58000.00| 61487.00000 61487.00| 58000.00000 58000.00 OVERHEAD SIGN SUPPORT, LOCATION 14 | | | 0321 7312.08 1.000 EACH| 75000.00000 75000.00| 77996.00000 77996.00| 74000.00000 74000.00 OVERHEAD SIGN SUPPORT, LOCATION 16 | | | 0322 7312.09 1.000 EACH| 105000.00000 105000.00| 111724.00000 111724.00| 106000.00000 106000.00 OVERHEAD SIGN SUPPORT, LOCATION 17 | | | 0323 7320.05 2.000 EACH| 1100.00000 2200.00| 1165.00000 2330.00| 1100.00000 2200.00 INSTALL OVERHEAD SIGN | | | 0324 7320.10 1.000 EACH| 12000.00000 12000.00| 12592.00000 12592.00| 12000.00000 12000.00 INSTALL OVERHEAD SIGN STRUCTURE | | | 0325 7322.01 193.969 m2 | 180.00000 34914.42| 188.61000 36584.49| 178.00000 34526.48 TYPE B SIGN | | | 0326 7340.00 1557.600 kg | 4.00000 6230.40| 4.22000 6573.07| 4.00000 6230.40 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0327 7360.24 16.000 EACH| 500.00000 8000.00| 499.26000 7988.16| 473.00000 7568.00 600 mm SIGN SUPPORT FOOTING | | | 0328 A010.08 19.000 EACH| 900.00000 17100.00| 943.05000 17917.95| 893.00000 16967.00 LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 587,444.82| $ 620,499.67| $ 586,981.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 10 GENERAL ITEMS | | | 0329 0001.08 26015.000 BDAY| 0.50000 13007.50| 0.50000 13007.50| 0.50000 13007.50 BARRICADE, TYPE II | | | 0330 0001.10 5360.000 BDAY| 3.20000 17152.00| 3.33000 17848.80| 3.10000 16616.00 BARRICADE, TYPE III | | | 0331 0001.75 1720.000 EACH| 1.10000 1892.00| 1.11000 1909.20| 1.00000 1720.00 TEMPORARY SIGN DAY | | | 0332 0001.90 66208.000 EACH| 0.60000 39724.80| 0.55000 36414.40| 0.50000 33104.00 SIGN DAY | | | 0333 0002.30 35000.000 m | 1.00000 35000.00| 0.92000 32200.00| 0.85000 29750.00 PAVEMENT MARKING REMOVAL | | | 0334 0002.44 45000.000 m | 0.50000 22500.00| 0.44000 19800.00| 0.45000 20250.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0335 0002.47 30000.000 m | 0.70000 21000.00| 0.72000 21600.00| 0.70000 21000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F07 -22 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2835X COUNTIES : DOUGLAS LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0336 0002.97 120.000 DAY | 150.00000 18000.00| 138.68000 16641.60| 175.00000 21000.00 FLASHING ARROW PANEL | | | 0337 0003.51 6954.000 m | 18.20000 126562.80| 6.11000 42488.94| 22.00000 152988.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0338 0003.56 7159.000 m | 8.20000 58703.80| 6.11000 43741.49| 9.00000 64431.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0339 0003.57 8.000 EACH| 1200.00000 9600.00| 1054.00000 8432.00| 1000.00000 8000.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0340 0003.58 12.000 EACH| 1550.00000 18600.00| 1608.73000 19304.76| 1500.00000 18000.00 INERTIAL BARRIER SYSTEM | | | 0341 0003.64 5.000 EACH| 550.00000 2750.00| 582.00000 2910.00| 550.00000 2750.00 REPLACEMENT MODULE | | | 0342 0010.04 1.000 EACH| 4570.00000 4570.00| 3495.00000 3495.00| 9000.00000 9000.00 FIELD OFFICE | | | 0343 0030.00 LUMP| 17500.00000 17500.00| 15976.00000 15976.00| 25000.00000 25000.00 MOBILIZATION | | | 0344 7019.80 1.000 EACH| 5000.00000 5000.00| 5386.00000 5386.00| 3000.00000 3000.00 PERMANENT INERTIAL BARRIER SYSTEM | | | 0345 9110.01 105.000 HOUR| 106.10000 11140.50| 67.68000 7106.40| 125.00000 13125.00 RENTAL OF LOADER, FULLY OPERATED | | | 0346 9110.02 12.000 HOUR| 95.30000 1143.60| 64.35000 772.20| 150.00000 1800.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0347 9110.03 105.000 HOUR| 62.20000 6531.00| 54.36000 5707.80| 55.00000 5775.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0348 9110.06 105.000 HOUR| 84.50000 8872.50| 116.49000 12231.45| 125.00000 13125.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0349 9110.07 105.000 HOUR| 84.50000 8872.50| 66.57000 6989.85| 65.00000 6825.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 448,123.00| $ 333,963.39| $ 480,266.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,694,829.63| $ 16,678,689.74| $ 18,197,229.30 ====================================================================================================================================
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