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06/18/2004
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June 17, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : 2 VENDOR RANKING CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-6-7(166) US-6, WEST DODGE ROAD EXPRESSWAY 120TH - 108TH, EACNH-6-7(167) WB & EB BRIDGES & SOUTH BRIDGE ROAD, OMAHA EACNH-6-7(168) BH-5164(1) -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 62,989,885.97 100.0000% 2 1276 KIEWIT WESTERN CO. $ 72,739,552.72 115.4781% 3 3811 FRU-CON CONSTRUCTION CORPORATION $ 82,706,614.70 131.3014% NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -3 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO 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| 88321.00000 88321.00| 80000.00000 80000.00| 150000.00000 150000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 18194.00000 18194.00| 40000.00000 40000.00| 16500.00000 16500.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 64142.000 m3 | 6.45000 413715.90| 6.00000 384852.00| 5.85000 375230.70 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 2010.000 kL | 2.00000 4020.00| 2.00000 4020.00| 2.00000 4020.00 WATER | | | 0005 1030.00 59676.000 m3 | 9.81000 585421.56| 8.00000 477408.00| 8.90000 531116.40 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.25 3602.000 m | 8.20000 29536.40| 8.20000 29536.40| 8.20000 29536.40 SAWING PAVEMENT | | | 0007 1106.00 2148.000 m2 | 5.06000 10868.88| 5.00000 10740.00| 4.00000 8592.00 REMOVE DRIVEWAY | | | 0008 1107.00 2929.000 m2 | 3.86000 11305.94| 4.00000 11716.00| 4.00000 11716.00 REMOVE WALK | | | 0009 1108.00 5.600 m | 33.00000 184.80| 30.00000 168.00| 30.00000 168.00 REMOVE COMBINATION CURB AND GUTTER | | | 0010 1109.00 2252.800 m | 21.71000 48908.29| 4.00000 9011.20| 18.00000 40550.40 REMOVE CURB | | | 0011 1109.20 9.000 m | 165.00000 1485.00| 23.00000 207.00| 100.00000 900.00 REMOVE CONCRETE BARRIER | | | 0012 1122.01 2740.000 m2 | 5.06000 13864.40| 5.00000 13700.00| 4.00000 10960.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0013 1136.01 1.000 EACH| 210.00000 210.00| 600.00000 600.00| 556.57000 556.57 REMOVE DECORATIVE LIGHT | | | 0014 1136.02 20.000 EACH| 16.54000 330.80| 100.00000 2000.00| 15.00000 300.00 REMOVE BOLLARD | | | 0015 1136.03 2.000 EACH| 487.00000 974.00| 1375.00000 2750.00| 1269.04000 2538.08 REMOVE AND SALVAGE IMPACT ATTENUATOR | | | 0016 1230.50 1.000 EACH| 487.00000 487.00| 5400.00000 5400.00| 500.00000 500.00 REMOVE AND SALVAGE INERTIAL BARRIER | | | 0017 3275.20 78425.000 m2 | 7.65000 599951.25| 8.00000 627400.00| 4.00000 313700.00 CRUSH CONCRETE PAVEMENT | | | 0018 7017.00 174.300 m | 11.03000 1922.53| 11.00000 1917.30| 10.15000 1769.15 REMOVE GUARDRAIL | | | 0019 7308.00 1.000 EACH| 551.00000 551.00| 1500.00000 1500.00| 500.00000 500.00 REMOVE SIGN, STRUCTURE, AND FOUNDATION | | | AT STA. 82+80.7 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -4 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L006.00 7.000 ha | 325.00000 2275.00| 325.00000 2275.00| 618.89000 4332.23 COVER CROP SEEDING | | | 0021 L022.11 4374.000 m | 6.78000 29655.72| 6.75000 29524.50| 12.29000 53756.46 FABRIC SILT FENCE-LOW POROSITY | | | 0022 L022.12 432.800 m | 7.17000 3103.18| 7.00000 3029.60| 13.54000 5860.11 FABRIC SILT FENCE-HIGH POROSITY | | | 0023 P300.24 22.700 m | 105.19000 2387.81| 215.00000 4880.50| 70.00000 1589.00 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 1,867,674.46| $ 1,742,635.50| $ 1,564,691.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0024 0030.10 LUMP| 16006.00000 16006.00| 55000.00000 55000.00| 90000.00000 90000.00 MOBILIZATION | | | 0025 1010.01 2365.600 m3 | 2.84000 6718.30| 12.00000 28387.20| 4.65000 11000.04 EXCAVATION (ESTABLISHED QUANTITY) | | | 0026 4020.25 14.700 m2 | 83.75000 1231.13| 115.00000 1690.50| 50.00000 735.00 CONCRETE DITCH LINING | | | 0027 4093.70 1133.600 m2 | 235.31000 266747.42| 130.00000 147368.00| 256.09000 290303.62 WIREMESH MSE WALL | | | 0028 4093.80 74.100 m2 | 225.34000 16697.69| 155.00000 11485.50| 251.23000 18616.14 WALL MATERIALS | | | 0029 4094.51 1.000 EACH| 47046.00000 47046.00| 20000.00000 20000.00| 50000.00000 50000.00 TEMPORARY WALL | | | 0030 4095.00 1411.600 m2 | 203.13000 286738.31| 200.00000 282320.00| 221.06000 312048.30 CONCRETE FACE PANELS | | | 0031 4095.09 672.600 m2 | 259.81000 174748.21| 310.00000 208506.00| 400.00000 269040.00 CAST-IN-PLACE WALL FACING | | | 0032 4095.10 311.500 m | 50.64000 15774.36| 47.00000 14640.50| 55.12000 17169.88 CONCRETE LEVELING PADS | | | 0033 4095.15 24.200 m | 36.45000 882.09| 21.00000 508.20| 39.67000 960.01 COMPACTED EARTH LEVELING PAD | | | 0034 4095.20 327.600 m | 169.72000 55600.27| 325.00000 106470.00| 125.00000 40950.00 COPING | | | 0035 4350.24 137.200 m | 77.07000 10574.00| 87.00000 11936.40| 76.00000 10427.20 600 mm CORRUGATED METAL PIPE | | | 0036 6133.14 1274.400 LS | 4538.00000 4538.00| 10000.00000 10000.00| 4118.25000 4118.25 ANTI-GRAFFITI COATING | | | 0037 6404.00 11.600 m | 135.17000 1567.97| 130.00000 1508.00| 228.43000 2649.79 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -5 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 6602.31 479.100 LS | 3810.00000 3810.00| 12000.00000 12000.00| 4103.47000 4103.47 CONCRETE COATING | | | 0039 6602.35 1274.400 LS | 55002.00000 55002.00| 53000.00000 53000.00| 10922.42000 10922.42 SPECIAL SURFACE COATING | | | 0040 7110.05 25.200 m | 16.18000 407.74| 16.00000 403.20| 40.61000 1023.37 1.5 METER CHAIN-LINK FENCE | | | 0041 7115.05 2.000 EACH| 112.00000 224.00| 112.00000 224.00| 152.29000 304.58 END POST FOR 1.5 METER CHAIN-LINK FENCE | | | 0042 7117.05 3.000 EACH| 107.00000 321.00| 107.00000 321.00| 152.28000 456.84 PULL POST FOR 1.5 METER CHAIN-LINK FENC | | | 0043 8024.75 9259.700 m3 | 12.96000 120005.71| 25.00000 231492.50| 14.10000 130561.77 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 1,084,640.20| $ 1,197,261.00| $ 1,265,390.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | 0044 0030.30 LUMP| 1023920.00000 1023920.00| 400000.00000 400000.00| 900000.00000 900000.00 MOBILIZATION | | | 0045 1043.50 5448.700 m2 | 1.41000 7682.67| 3.50000 19070.45| 2.05000 11169.84 RIPRAP FILTER FABRIC | | | 0046 2010.03 200.000 Mg | 24.85000 4970.00| 55.00000 11000.00| 14.50000 2900.00 CRUSHED ROCK SURFACE COURSE | | | 0047 3008.05 1234.000 EACH| 4.58000 5651.72| 13.00000 16042.00| 4.20000 5182.80 TIE BARS | | | 0048 3011.25 2464.200 m | 45.32000 111677.54| 33.00000 81318.60| 13.80000 34005.96 CONCRETE CLASS 47B-25 CURB TYPE II | | | 0049 3013.02 13.700 m | 412.79000 5655.22| 885.00000 12124.50| 142.10000 1946.77 CONCRETE BARRIER CURB SPECIAL | | | 0050 3013.13 519.400 m | 352.78000 183233.93| 458.00000 237885.20| 440.65000 228873.61 CONCRETE CLASS 47BD-30 BARRIER CURB | | | F-SHAPE | | | 0051 3013.15 33.600 m | 36.80000 1236.48| 82.00000 2755.20| 70.00000 2352.00 CONCRETE CLASS 47B-25 BARRIER CURB | | | 0052 3013.30 1.000 EACH| 1767.00000 1767.00| 3200.00000 3200.00| 2913.00000 2913.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION F-SHAPE BARRIER TO | | | MEDIAN BARRIER | | | 0053 3013.31 2.000 EACH| 1165.00000 2330.00| 3330.00000 6660.00| 3035.00000 6070.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION F-SHAPE BARRIER TO | | | CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -6 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 3013.32 5.000 EACH| 906.00000 4530.00| 2100.00000 10500.00| 1925.00000 9625.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION VERTICAL BARRIER TO | | | CURB | | | 0055 3013.33 1.000 EACH| 1468.00000 1468.00| 3500.00000 3500.00| 3200.00000 3200.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION TYPE A | | | 0056 3013.34 1.000 EACH| 38103.00000 38103.00| 33000.00000 33000.00| 29485.00000 29485.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION TYPE B | | | 0057 3013.36 1.000 EACH| 6538.00000 6538.00| 10600.00000 10600.00| 9600.00000 9600.00 CONCRETE CLASS 47BD-30 BARRIER | | | TRANSITION SECTION TYPE C | | | 0058 3014.11 68.800 m | 43.34000 2981.79| 65.00000 4472.00| 50.00000 3440.00 COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0059 3016.21 2770.000 m2 | 25.73000 71272.10| 30.00000 83100.00| 33.47000 92711.90 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0060 3016.62 916.000 m2 | 21.65000 19831.40| 36.00000 32976.00| 37.05000 33937.80 155 mm CONCRETE CLASS 47B-20 BIKEWAY | | | 0061 3017.40 107.000 m2 | 26.90000 2878.30| 58.00000 6206.00| 52.90000 5660.30 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0062 3017.44 4655.000 m2 | 42.46000 197651.30| 60.00000 279300.00| 60.92000 283582.60 CONCRETE CLASS 47B-20 IMPRINTED MEDIAN | | | SURFACING | | | 0063 3017.46 1553.000 m2 | 39.81000 61824.93| 66.00000 102498.00| 71.10000 110418.30 150 mm CONCRETE CLASS 47B-20 IMPRINTED | | | MEDIAN SURFACING | | | 0064 3017.48 3955.000 m2 | 49.21000 194625.55| 68.00000 268940.00| 66.60000 263403.00 150 mm REINFORCED CONCRETE CLASS 47B-20 | | | IMPRINTED MEDIAN SURFACING | | | 0065 3017.49 444.000 m2 | 48.50000 21534.00| 77.00000 34188.00| 76.50000 33966.00 255 mm CONCRETE CLASS 47B-20 IMPRINTED | | | MEDIAN SURFACING | | | 0066 3017.50 6315.000 m2 | 76.39000 482402.85| 73.00000 460995.00| 89.65000 566139.75 INTERLOCKING CONCRETE PAVER BLOCK | | | 0067 3017.54 307.000 m2 | 86.52000 26561.64| 86.00000 26402.00| 77.85000 23899.95 GRASS PAVERS | | | 0068 3020.24 1858.000 m2 | 25.78000 47899.24| 42.00000 78036.00| 36.90000 68560.20 CONCRETE CLASS 47B-25 DRIVEWAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -7 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 3025.00 362.700 m | 136.40000 49472.28| 277.00000 100467.90| 263.27000 95488.03 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | 0070 3026.05 4.000 EACH| 647.00000 2588.00| 2320.00000 9280.00| 2110.00000 8440.00 CONCRETE CLASS 47BD-30 BARRIER END | | | SECTION | | | 0071 3027.00 6.000 EACH| 2485.00000 14910.00| 3400.00000 20400.00| 3112.00000 18672.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION | | | 0072 3075.52 11904.000 m2 | 34.44000 409973.76| 44.00000 523776.00| 29.20000 347596.80 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0073 3075.56 68607.000 m2 | 39.18000 2688022.26| 42.00000 2881494.00| 31.10000 2133677.70 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0074 3089.25 17301.000 m2 | 54.45000 942039.45| 56.00000 968856.00| 45.00000 778545.00 TEMPORARY SURFACING 250 mm | | | 0075 3091.27 1229.000 m2 | 52.41000 64411.89| 72.00000 88488.00| 35.00000 43015.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-HE-25 | | | 0076 3300.44 2805.000 m2 | 88.74000 248915.70| 120.00000 336600.00| 114.65000 321593.25 CONCRETE TERRACE | | | 0077 3300.45 12427.000 m2 | 102.65000 1275631.55| 110.00000 1366970.00| 130.65000 1623587.55 STONE PAVING | | | 0078 3300.46 107.000 m2 | 142.04000 15198.28| 335.00000 35845.00| 61.10000 6537.70 TEMPORARY SLOPE PROTECTION | | | 0079 3900.29 5.000 EACH| 1108.00000 5540.00| 5000.00000 25000.00| 8418.38000 42091.90 TEMPORARY TRAIL COVER | | | 0080 4015.00 9.000 EACH| 138.00000 1242.00| 500.00000 4500.00| 350.00000 3150.00 ADJUST MANHOLE TO GRADE | | | 0081 4020.25 311.000 m2 | 45.57000 14172.27| 45.00000 13995.00| 50.00000 15550.00 CONCRETE DITCH LINING | | | 0082 4764.35 3689.900 m | 13.80000 50920.62| 15.00000 55348.50| 15.00000 55348.50 100 mm PERFORATED PIPE UNDERDRAIN | | | 0083 4803.02 1023.200 m | 5.35000 5474.12| 6.00000 6139.20| 12.00000 12278.40 50 mm P.V.C. PIPE | | | 0084 4804.04 153.400 m | 12.37000 1897.56| 18.00000 2761.20| 10.00000 1534.00 100 mm CASING | | | 0085 6010.40 692.126 m3 | 445.22000 308148.34| 450.00000 311456.70| 379.00000 262315.75 CLASS 47BD-30 CONCRETE FOR BARRIER | | | 0086 6105.01 2500.000 Mg | 25.51000 63775.00| 36.00000 90000.00| 35.00000 87500.00 ROCK RIPRAP, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -8 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 6131.61 166790.000 kg | 1.84000 306893.60| 2.00000 333580.00| 1.88000 313565.20 EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0088 6602.31 1626.000 LS | 12930.00000 12930.00| 33000.00000 33000.00| 21479.95000 21479.95 CONCRETE COATING | | | 0089 7019.50 8.000 EACH| 14765.00000 118120.00| 15000.00000 120000.00| 14368.27000 114946.16 IMPACT ATTENUATOR | | | 0090 7500.32 68.000 EACH| 229.80000 15626.40| 229.00000 15572.00| 208.41000 14171.88 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0091 7500.38 38.000 EACH| 351.43000 13354.34| 351.00000 13338.00| 318.72000 12111.36 ONLY, PREFORMED PAVEMENT MARKING, TYPE | | | 0092 7502.14 21381.000 m | 10.03000 214451.43| 10.00000 213810.00| 9.10000 194567.10 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0093 7503.14 13414.000 m | 10.03000 134542.42| 10.00000 134140.00| 9.10000 122067.40 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0094 7508.14 2942.000 m | 28.78000 84670.76| 29.00000 85318.00| 26.10000 76786.20 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0095 7512.14 1015.000 m | 58.40000 59276.00| 58.00000 58870.00| 52.96000 53754.40 600 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0096 8029.25 81740.000 m2 | 3.02000 246854.80| 4.00000 326960.00| 5.00000 408700.00 FOUNDATION COURSE 100 mm | | | 0097 8091.00 1999.000 m3 | 25.76000 51494.24| 30.00000 59970.00| 20.00000 39980.00 GRANULAR BACKFILL | | | 0098 9111.00 1388.000 kL | 5.72000 7939.36| 2.00000 2776.00| 2.50000 3470.00 WATER | | | 0099 9170.00 57.110 StaM| 826.98000 47228.83| 1000.00000 57110.00| 750.00000 42832.50 EARTH SHOULDER CONSTRUCTION | | | 0100 9170.50 7.899 StaM| 1103.00000 8712.60| 3100.00000 24486.90| 1000.13000 7900.03 MEDIAN CONSTRUCTION | | | 0101 9173.20 83598.000 m2 | 1.09000 91121.82| 3.00000 250794.00| 1.00000 83598.00 SUBGRADE PREPARATION | | | 0102 A069.15 82.000 m | 10.09000 827.38| 35.00000 2870.00| 50.51000 4141.82 38 mm CONDUIT IN MEDIAN BARRIER | | | 0103 A069.17 118.000 m | 9.59000 1131.62| 27.00000 3186.00| 39.39000 4648.02 31 mm CONDUIT IN MEDIAN BARRIER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -9 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 L001.01 2.000 ha | 1701.00000 3402.00| 1700.00000 3400.00| 2031.21000 4062.42 SEEDING, TYPE A | | | 0105 L001.02 3.000 ha | 1840.00000 5520.00| 1800.00000 5400.00| 2115.46000 6346.38 SEEDING, TYPE B | | | 0106 L010.00 7647.000 m2 | 5.02000 38387.94| 5.00000 38235.00| 10.53000 80522.91 SODDING | | | 0107 L032.75 9.000 Mg | 88.00000 792.00| 87.00000 783.00| 75.23000 677.07 MULCH | | | 0108 L032.80 6.750 Mg | 551.00000 3719.25| 545.00000 3678.75| 1203.68000 8124.84 HYDROMULCH | | | 0109 W176.70 11.000 EACH| 6889.29000 75782.19| 1000.00000 11000.00| 850.00000 9350.00 WATER SERVICE CONNECTION | | | 0110 W180.64 3.000 EACH| 9893.00000 29679.00| 1000.00000 3000.00| 250.00000 750.00 METER PIT | | | SECTION TOTALS | $ 10,263,017.72| $ 10,867,424.10| $ 10,218,519.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0111 0030.40 LUMP| 152003.00000 152003.00| 100000.00000 100000.00| 200000.00000 200000.00 MOBILIZATION | | | 0112 1043.50 119.900 m2 | 1.03000 123.50| 7.00000 839.30| 8.94000 1071.91 RIPRAP FILTER FABRIC | | | 0113 1090.01 5.000 EACH| 208.00000 1040.00| 500.00000 2500.00| 393.31000 1966.55 ABANDON MANHOLE | | | 0114 1117.00 17.000 EACH| 197.66000 3360.22| 500.00000 8500.00| 477.26000 8113.42 REMOVE MANHOLE | | | 0115 1119.00 97.000 EACH| 194.39000 18855.83| 350.00000 33950.00| 480.18000 46577.46 REMOVE INLET | | | 0116 4002.00 8883.000 kg | 2.60000 23095.80| 4.00000 35532.00| 3.88000 34466.04 CAST IRON COVER AND FRAME | | | 0117 4004.50 9317.000 kg | 2.57000 23944.69| 5.00000 46585.00| 4.84000 45094.28 CAST IRON GRATE AND FRAME | | | 0118 4005.00 3432.000 kg | 1.93000 6623.76| 4.50000 15444.00| 4.18000 14345.76 CAST IRON RING AND COVER | | | 0119 4015.50 2.000 EACH| 1458.00000 2916.00| 2500.00000 5000.00| 1874.91000 3749.82 RECONSTRUCT MANHOLE | | | 0120 4016.00 1.000 EACH| 1873.00000 1873.00| 2500.00000 2500.00| 2968.16000 2968.16 MANHOLE AT STA. 76+97.3 | | | 0121 4016.01 1.000 EACH| 9947.00000 9947.00| 6500.00000 6500.00| 8957.99000 8957.99 MANHOLE AT STA. 82+22 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -10 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 4016.02 1.000 EACH| 4410.00000 4410.00| 2500.00000 2500.00| 2893.03000 2893.03 MANHOLE AT STA. 82+53.2 | | | 0123 4016.03 1.000 EACH| 1378.00000 1378.00| 2600.00000 2600.00| 2615.71000 2615.71 MANHOLE AT STA. 83+62.4 | | | 0124 4016.04 1.000 EACH| 1567.00000 1567.00| 2700.00000 2700.00| 2781.34000 2781.34 MANHOLE AT STA. 84+00.8 | | | 0125 4016.05 1.000 EACH| 1614.00000 1614.00| 3200.00000 3200.00| 3919.76000 3919.76 MANHOLE AT STA. 84+50 | | | 0126 4016.06 1.000 EACH| 9422.00000 9422.00| 8000.00000 8000.00| 9132.97000 9132.97 MANHOLE AT STA. 85+28.4 | | | 0127 4016.07 1.000 EACH| 10971.00000 10971.00| 9000.00000 9000.00| 10330.38000 10330.38 MANHOLE AT STA. 85+83.4 | | | 0128 4016.08 1.000 EACH| 1767.00000 1767.00| 2800.00000 2800.00| 3375.12000 3375.12 MANHOLE AT STA. 87+11.6 | | | 0129 4016.09 1.000 EACH| 1276.00000 1276.00| 2300.00000 2300.00| 2580.96000 2580.96 MANHOLE AT STA. 87+19.9 | | | 0130 4016.10 1.000 EACH| 1082.00000 1082.00| 2200.00000 2200.00| 2333.43000 2333.43 MANHOLE AT STA. 87+52 | | | 0131 4016.11 1.000 EACH| 2848.00000 2848.00| 3800.00000 3800.00| 4125.77000 4125.77 MANHOLE AT STA. 87+74 | | | 0132 4016.12 1.000 EACH| 1767.00000 1767.00| 2800.00000 2800.00| 3412.94000 3412.94 MANHOLE AT STA. 88+03 | | | 0133 4016.13 1.000 EACH| 7777.00000 7777.00| 7600.00000 7600.00| 9112.48000 9112.48 MANHOLE AT STA. 89+36.2 | | | 0134 4016.14 1.000 EACH| 2017.00000 2017.00| 3300.00000 3300.00| 3984.96000 3984.96 MANHOLE AT STA. 89+85 | | | 0135 4016.15 1.000 EACH| 2017.00000 2017.00| 3300.00000 3300.00| 3831.74000 3831.74 MANHOLE AT STA. 100+36 | | | 0136 4016.16 1.000 EACH| 3343.00000 3343.00| 4300.00000 4300.00| 5128.34000 5128.34 MANHOLE AT STA. 100+75.5 | | | 0137 4016.17 1.000 EACH| 3284.00000 3284.00| 4600.00000 4600.00| 5700.37000 5700.37 MANHOLE AT STA. 100+87.2 | | | 0138 4016.18 1.000 EACH| 1285.00000 1285.00| 2300.00000 2300.00| 2553.66000 2553.66 MANHOLE AT STA. 274+26 | | | 0139 4016.19 1.000 EACH| 1276.00000 1276.00| 2300.00000 2300.00| 2719.29000 2719.29 MANHOLE AT STA. 581+93 | | | 0140 4016.20 1.000 EACH| 1230.00000 1230.00| 2200.00000 2200.00| 2553.66000 2553.66 MANHOLE AT STA. 622+37.8 | | | 0141 4016.21 1.000 EACH| 1082.00000 1082.00| 1800.00000 1800.00| 2370.66000 2370.66 MANHOLE AT STA. 622+81.1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -11 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 4016.22 1.000 EACH| 1733.00000 1733.00| 2400.00000 2400.00| 3360.82000 3360.82 MANHOLE AT STA. 678+20.4 | | | 0143 4016.23 1.000 EACH| 1975.00000 1975.00| 2800.00000 2800.00| 3700.19000 3700.19 MANHOLE AT STA. 680+16 | | | 0144 4016.24 1.000 EACH| 2068.00000 2068.00| 3200.00000 3200.00| 4450.26000 4450.26 MANHOLE AT STA. 680+94.1 | | | 0145 4016.25 1.000 EACH| 2061.00000 2061.00| 3500.00000 3500.00| 4971.97000 4971.97 MANHOLE AT STA. 681+31.1 | | | 0146 4016.26 1.000 EACH| 2756.00000 2756.00| 4000.00000 4000.00| 5251.79000 5251.79 MANHOLE AT STA. 681+94.4 | | | 0147 4016.27 1.000 EACH| 5084.00000 5084.00| 5300.00000 5300.00| 6354.29000 6354.29 MANHOLE AT STA. 3009+45.4 | | | 0148 4016.28 1.000 EACH| 2271.00000 2271.00| 5500.00000 5500.00| 11106.43000 11106.43 MANHOLE AT STA. 3010+41.4 | | | 0149 4016.29 1.000 EACH| 10591.00000 10591.00| 10000.00000 10000.00| 12651.31000 12651.31 MANHOLE AT STA. 3011+43.1 | | | 0150 4017.00 3.000 EACH| 844.00000 2532.00| 550.00000 1650.00| 468.54000 1405.62 TAPPING EXISTING MANHOLE | | | 0151 4018.00 13.000 EACH| 587.63000 7639.19| 650.00000 8450.00| 567.05000 7371.65 TAPPING EXISTING STRUCTURE | | | 0152 4018.50 1.000 EACH| 143.00000 143.00| 500.00000 500.00| 428.40000 428.40 TAPPING EXISTING PIPE | | | 0153 4035.00 4.000 EACH| 66.00000 264.00| 140.00000 560.00| 337.86000 1351.44 REMOVE FLARED-END SECTION | | | 0154 4043.50 3671.900 m | 32.88000 120732.07| 30.00000 110157.00| 37.54000 137843.13 REMOVE SEWER PIPE | | | 0155 4049.75 3.000 EACH| 2083.00000 6249.00| 4200.00000 12600.00| 8034.79000 24104.37 OUTLET STRUCTURE | | | 0156 4105.59 355.530 m3 | 593.62000 211049.72| 820.00000 291534.60| 791.78000 281501.54 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0157 4107.07 1.780 m3 | 571.00000 1016.38| 1200.00000 2136.00| 660.52000 1175.73 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0158 4130.06 0.160 m3 | 2077.25000 332.36| 2000.00000 320.00| 740.81000 118.53 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0159 4155.50 20800.000 kg | 0.95000 19760.00| 2.00000 41600.00| 2.38000 49504.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -12 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 4157.00 91.000 kg | 0.95000 86.45| 3.00000 273.00| 2.53000 230.23 REINFORCING STEEL FOR COLLARS | | | 0161 4670.05 140.130 m3 | 139.08000 19489.28| 75.00000 10509.75| 40.97000 5741.13 CULVERT SANDFILL | | | 0162 4875.24 74.800 m | 686.58000 51356.18| 750.00000 56100.00| 616.00000 46076.80 JACKING 600MM STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0163 4875.30 34.600 m | 704.26000 24367.40| 930.00000 32178.00| 626.00000 21659.60 JACKING 750MM STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0164 4875.54 88.200 m | 1347.84000 118879.49| 1400.00000 123480.00| 1204.00000 106192.80 JACKING 1350MM STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0165 4900.24 24.000 EACH| 708.82000 17011.68| 700.00000 16800.00| 840.07000 20161.68 AREA INLET SEDIMENT FILTER | | | 0166 6040.00 1.000 EACH| 50416.00000 50416.00| 60000.00000 60000.00| 100000.00000 100000.00 REMOVE STRUCTURE AT STA. 3008+58.4 | | | 0167 6105.02 81.000 Mg | 28.23000 2286.63| 52.00000 4212.00| 49.70000 4025.70 ROCK RIPRAP, TYPE B | | | 0168 P180.12 469.300 m | 72.99000 34254.21| 115.00000 53969.50| 110.43000 51824.80 300 mm CULVERT PIPE, TYPE 8 | | | 0169 P300.15 24.500 m | 119.39000 2925.06| 133.00000 3258.50| 118.38000 2900.31 375 mm CULVERT PIPE, TYPE 3,4, OR 5 | | | 0170 P300.18 4.500 m | 135.00000 607.50| 200.00000 900.00| 146.11000 657.50 450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0171 P300.30 35.500 m | 153.12000 5435.76| 185.00000 6567.50| 175.90000 6244.45 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0172 P702.15 526.500 m | 78.83000 41504.00| 110.00000 57915.00| 110.03000 57930.80 375 mm STORM SEWER PIPE, TYPE 1 | | | 0173 P702.18 1010.400 m | 75.52000 76305.41| 111.00000 112154.40| 123.49000 124774.30 450 mm STORM SEWER PIPE, TYPE 1 | | | 0174 P702.24 1058.700 m | 121.07000 128176.81| 135.00000 142924.50| 184.07000 194874.91 600 mm STORM SEWER PIPE, TYPE 1 | | | 0175 P702.30 328.000 m | 154.12000 50551.36| 200.00000 65600.00| 236.04000 77421.12 750 mm STORM SEWER PIPE, TYPE 1 | | | 0176 P702.54 372.900 m | 352.70000 131521.83| 570.00000 212553.00| 622.75000 232223.48 1350 mm STORM SEWER PIPE, TYPE 1 | | | 0177 P702.60 73.300 m | 422.30000 30954.59| 585.00000 42880.50| 720.85000 52838.31 1500 mm STORM SEWER PIPE, TYPE 1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -13 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0178 P705.24 74.800 m | 102.03000 7631.84| 83.00000 6208.40| 128.92000 9643.22 600 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0179 P705.30 34.600 m | 146.19000 5058.17| 120.00000 4152.00| 180.38000 6241.15 750 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0180 P705.54 88.200 m | 354.76000 31289.83| 350.00000 30870.00| 502.23000 44296.69 1350 mm STORM SEWER PIPE, TYPE 1 CLASS | | | IV | | | SECTION TOTALS | $ 1,533,562.00| $ 1,880,663.95| $ 2,175,378.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 780+08.432 1,587.952 m MULTIPLE SPAN PRESTRESSED GIRDER BRIDGE | | | 0181 0030.60 LUMP| 1854707.00000 1854707.00| 950000.00000 950000.00| 3020000.00000 3020000.00 MOBILIZATION | | | 0182 1043.50 1103.000 m2 | 1.44000 1588.32| 3.00000 3309.00| 2.00000 2206.00 RIPRAP FILTER FABRIC | | | 0183 3050.15 233.000 m3 | 229.72000 53524.76| 325.00000 75725.00| 250.00000 58250.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0184 3051.10 21047.000 kg | 1.71000 35990.37| 1.80000 37884.60| 1.60000 33675.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0185 6000.11 480.000 LS | 3088.00000 3088.00| 2500.00000 2500.00| 60000.00000 60000.00 ABUTMENT NO.2 EXCAVATION A | | | 0186 6000.13 480.000 LS | 3088.00000 3088.00| 3000.00000 3000.00| 60000.00000 60000.00 ABUTMENT NO. 2 EXCAVATION B | | | 0187 6000.20 439.500 LS | 11349.00000 11349.00| 20000.00000 20000.00| 100000.00000 100000.00 PIER NO.1 EXCAVATION | | | 0188 6000.21 439.500 LS | 15394.00000 15394.00| 35000.00000 35000.00| 150000.00000 150000.00 PIER NO.2 EXCAVATION | | | 0189 6000.22 439.500 LS | 22192.00000 22192.00| 7000.00000 7000.00| 100000.00000 100000.00 PIER NO.3 EXCAVATION | | | 0190 6000.23 439.500 LS | 25731.00000 25731.00| 20000.00000 20000.00| 100000.00000 100000.00 PIER NO.4 EXCAVATION | | | 0191 6000.24 439.500 LS | 13849.00000 13849.00| 24000.00000 24000.00| 150000.00000 150000.00 PIER NO.5 EXCAVATION | | | 0192 6000.29 439.500 LS | 30208.00000 30208.00| 25000.00000 25000.00| 100000.00000 100000.00 PIER NO.10 EXCAVATION | | | 0193 6000.30 439.500 LS | 12898.00000 12898.00| 18000.00000 18000.00| 100000.00000 100000.00 PIER NO.11 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -14 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 6000.31 439.500 LS | 23709.00000 23709.00| 8000.00000 8000.00| 100000.00000 100000.00 PIER NO.12 EXCAVATION | | | 0195 6000.32 439.500 LS | 20689.00000 20689.00| 10000.00000 10000.00| 100000.00000 100000.00 PIER NO. 13 EXCAVATION | | | 0196 6000.33 439.500 LS | 13706.00000 13706.00| 12000.00000 12000.00| 100000.00000 100000.00 PIER NO. 14 EXCAVATION | | | 0197 6000.34 439.500 LS | 13706.00000 13706.00| 14000.00000 14000.00| 100000.00000 100000.00 PIER NO. 15 EXCAVATION | | | 0198 6000.35 439.500 LS | 11999.00000 11999.00| 12000.00000 12000.00| 100000.00000 100000.00 PIER NO. 16 EXCAVATION | | | 0199 6000.36 439.500 LS | 11030.00000 11030.00| 13000.00000 13000.00| 100000.00000 100000.00 PIER NO. 17 EXCAVATION | | | 0200 6000.37 439.500 LS | 11030.00000 11030.00| 15000.00000 15000.00| 100000.00000 100000.00 PIER NO. 18 EXCAVATION | | | 0201 6000.38 439.500 LS | 15239.00000 15239.00| 18000.00000 18000.00| 100000.00000 100000.00 PIER NO. 19 EXCAVATION | | | 0202 6000.39 439.500 LS | 15239.00000 15239.00| 19000.00000 19000.00| 100000.00000 100000.00 PIER NO. 20 EXCAVATION | | | 0203 6000.40 439.500 LS | 8678.00000 8678.00| 10000.00000 10000.00| 100000.00000 100000.00 PIER NO. 21 EXCAVATION | | | 0204 6000.41 439.500 LS | 11030.00000 11030.00| 15000.00000 15000.00| 100000.00000 100000.00 PIER NO. 22 EXCAVATION | | | 0205 6000.42 439.500 LS | 9458.00000 9458.00| 12000.00000 12000.00| 100000.00000 100000.00 PIER NO. 23 EXCAVATION | | | 0206 6000.43 439.500 LS | 9164.00000 9164.00| 13000.00000 13000.00| 150000.00000 150000.00 PIER NO. 24 EXCAVATION | | | 0207 6000.44 439.500 LS | 11657.00000 11657.00| 12000.00000 12000.00| 150000.00000 150000.00 PIER NO. 25 EXCAVATION | | | 0208 6000.45 439.500 LS | 15239.00000 15239.00| 14000.00000 14000.00| 150000.00000 150000.00 PIER NO. 26 EXCAVATION | | | 0209 6000.46 439.500 LS | 21364.00000 21364.00| 16000.00000 16000.00| 150000.00000 150000.00 PIER NO. 27 EXCAVATION | | | 0210 6000.47 439.500 LS | 24637.00000 24637.00| 17000.00000 17000.00| 150000.00000 150000.00 PIER NO. 28 EXCAVATION | | | 0211 6000.48 439.500 LS | 24637.00000 24637.00| 17000.00000 17000.00| 150000.00000 150000.00 PIER NO. 29 EXCAVATION | | | 0212 6000.49 439.500 LS | 13259.00000 13259.00| 13000.00000 13000.00| 100000.00000 100000.00 PIER NO. 30 EXCAVATION | | | 0213 6000.50 439.500 LS | 16682.00000 16682.00| 11000.00000 11000.00| 100000.00000 100000.00 PIER NO. 31 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -15 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0214 6000.51 439.500 LS | 13259.00000 13259.00| 10000.00000 10000.00| 150000.00000 150000.00 PIER NO. 32 EXCAVATION | | | 0215 6000.52 439.500 LS | 13259.00000 13259.00| 12000.00000 12000.00| 150000.00000 150000.00 PIER NO. 33 EXCAVATION | | | 0216 6000.53 439.500 LS | 13671.00000 13671.00| 9000.00000 9000.00| 100000.00000 100000.00 PIER NO. 34 EXCAVATION | | | 0217 6000.54 439.500 LS | 10369.00000 10369.00| 7000.00000 7000.00| 100000.00000 100000.00 PIER NO. 35 EXCAVATION | | | 0218 6000.55 439.500 LS | 9937.00000 9937.00| 8500.00000 8500.00| 100000.00000 100000.00 PIER NO. 36 EXCAVATION | | | 0219 6000.56 439.500 LS | 17657.00000 17657.00| 22000.00000 22000.00| 100000.00000 100000.00 PIER NO. 37 EXCAVATION | | | 0220 6000.58 439.500 LS | 17966.00000 17966.00| 15000.00000 15000.00| 100000.00000 100000.00 PIER NO. 38 EXCAVATION | | | 0221 6001.90 439.500 LS | 4186.00000 4186.00| 7000.00000 7000.00| 100000.00000 100000.00 PIER NO. 39 EXCAVATION A | | | 0222 6001.91 439.500 LS | 4186.00000 4186.00| 5000.00000 5000.00| 100000.00000 100000.00 PIER NO. 39 EXCAVATION B | | | 0223 6001.92 439.500 LS | 5590.00000 5590.00| 7000.00000 7000.00| 100000.00000 100000.00 PIER NO. 40 EXCAVATION A | | | 0224 6001.93 439.500 LS | 4073.00000 4073.00| 7500.00000 7500.00| 100000.00000 100000.00 PIER NO. 40 EXCAVATION B | | | 0225 6005.12 74.080 m | 2195.24000 162623.38| 2000.00000 148160.00| 1000.00000 74080.00 DECK JOINT SEAL, TYPE III | | | 0226 6005.78 288.000 EACH| 951.94000 274158.72| 1100.00000 316800.00| 1400.00000 403200.00 EXPANSION BEARING, TFE TYPE | | | 0227 6005.80 2.000 EACH| 9114.00000 18228.00| 10000.00000 20000.00| 12000.00000 24000.00 FIXED BEARING DEVICE, TYPE I | | | 0228 6005.83 98.000 EACH| 647.05000 63410.90| 700.00000 68600.00| 1000.00000 98000.00 FIXED BEARING | | | 0229 6010.22 7920.300 m3 | 254.84000 2018409.25| 360.00000 2851308.00| 500.00000 3960150.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0230 6010.26 9089.200 m3 | 299.08000 2718397.94| 519.00000 4717294.80| 600.00000 5453520.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0231 6010.28 139.900 m3 | 509.98000 71346.20| 1100.00000 153890.00| 700.00000 97930.00 CLASS 47BD-35 CONCRETE FOR BRIDGE | | | 0232 6011.11 4756.600 LS | 4464400.00000 4464400.00| 4190000.00000 4190000.00| 4950000.00000 4950000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 780+08.432 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -16 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0233 6095.00 70.000 EACH| 743.79000 52065.30| 860.00000 60200.00| 500.00000 35000.00 STEEL DIAPHRAGM | | | 0234 6104.00 15.000 Mg | 8.27000 124.05| 50.00000 750.00| 15.00000 225.00 BROKEN CONCRETE RIPRAP | | | 0235 6105.02 1056.000 Mg | 23.99000 25333.44| 29.00000 30624.00| 30.50000 32208.00 ROCK RIPRAP, TYPE B | | | 0236 6107.00 595.000 m2 | 61.08000 36342.60| 90.00000 53550.00| 70.00000 41650.00 CONCRETE SLOPE PROTECTION | | | 0237 6131.50 2111474.000 kg | 1.72000 3631735.28| 1.85000 3906226.90| 1.90000 4011800.60 EPOXY COATED REINFORCING STEEL | | | 0238 6139.50 171.000 m2 | 21.96000 3755.16| 35.00000 5985.00| 25.00000 4275.00 SUBSURFACE DRAINAGE MATTING | | | 0239 6210.14 15782.500 m | 75.34000 1189053.55| 94.00000 1483555.00| 100.00000 1578250.00 HP 310 mm X 79 kg STEEL PILING | | | 0240 6210.21 1658.200 m | 111.97000 185668.65| 127.00000 210591.40| 120.00000 198984.00 HP 360 mm X 132 kg STEEL PILING | | | 0241 6251.44 142.000 m | 1141.09000 162034.78| 1800.00000 255600.00| 2100.00000 298200.00 SOCKET 1220 mm | | | 0242 6251.45 38.400 m | 1242.82000 47724.29| 1800.00000 69120.00| 2300.00000 88320.00 SOCKET 1370 mm | | | 0243 6251.50 141.200 m | 858.05000 121156.66| 1800.00000 254160.00| 1500.00000 211800.00 DRILLED SHAFT 1370 mm | | | 0244 6251.51 66.000 m | 889.95000 58736.70| 1800.00000 118800.00| 1600.00000 105600.00 DRILLED SHAFT 1520 mm | | | 0245 6415.00 1.000 EACH| 358627.00000 358627.00| 375000.00000 375000.00| 300000.00000 300000.00 DRAINAGE SYSTEM AT STA. 780+08.432 | | | 0246 6510.55 2600.000 LS | 8080.00000 8080.00| 550000.00000 550000.00| 100000.00000 100000.00 TEMPORARY BRIDGE SHORING | | | 0247 6601.04 3360.000 m | 14.06000 47241.60| 40.00000 134400.00| 37.37000 125563.20 19 mm CONDUIT IN BRIDGE | | | 0248 6601.14 3125.000 m | 14.33000 44781.25| 37.00000 115625.00| 32.32000 101000.00 31 mm CONDUIT IN BRIDGE | | | 0249 6602.31 35726.000 LS | 289906.00000 289906.00| 515000.00000 515000.00| 360000.00000 360000.00 CONCRETE COATING AT STA. 780+08.432 | | | 0250 6610.45 79.100 m | 427.97000 33852.43| 400.00000 31640.00| 550.00000 43505.00 STRIP SEALS | | | 0251 8091.00 445.000 m3 | 17.68000 7867.60| 38.00000 16910.00| 20.00000 8900.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 18,594,973.18| $ 22,256,208.70| $ 30,240,292.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 780+08.432 1,587.952 m MULTIPLE SPAN WELDED PLATE GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -17 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0252 0030.60 LUMP| | | MOBILIZATION | | | 0253 1043.50 1103.000 m2 | | | RIPRAP FILTER FABRIC | | | 0254 3050.15 233.000 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0255 3051.10 21047.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0256 6000.11 480.000 LS | | | ABUTMENT NO.2 EXCAVATION A | | | 0257 6000.13 480.000 LS | | | ABUTMENT NO. 2 EXCAVATION B | | | 0258 6000.20 405.500 LS | | | PIER NO.1 EXCAVATION | | | 0259 6000.21 405.500 LS | | | PIER NO.2 EXCAVATION | | | 0260 6000.22 405.500 LS | | | PIER NO.3 EXCAVATION | | | 0261 6000.23 405.500 LS | | | PIER NO.4 EXCAVATION | | | 0262 6000.29 405.500 LS | | | PIER NO.10 EXCAVATION | | | 0263 6000.30 405.500 LS | | | PIER NO.11 EXCAVATION | | | 0264 6000.31 405.500 LS | | | PIER NO.12 EXCAVATION | | | 0265 6000.32 405.500 LS | | | PIER NO. 13 EXCAVATION | | | 0266 6000.33 405.500 LS | | | PIER NO. 14 EXCAVATION | | | 0267 6000.34 405.500 LS | | | PIER NO. 15 EXCAVATION | | | 0268 6000.35 405.500 LS | | | PIER NO. 16 EXCAVATION | | | 0269 6000.36 405.500 LS | | | PIER NO. 17 EXCAVATION | | | 0270 6000.37 405.500 LS | | | PIER NO. 18 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -18 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0271 6000.38 405.500 LS | | | PIER NO. 19 EXCAVATION | | | 0272 6000.39 405.500 LS | | | PIER NO. 20 EXCAVATION | | | 0273 6000.40 405.500 LS | | | PIER NO. 21 EXCAVATION | | | 0274 6000.41 405.500 LS | | | PIER NO. 22 EXCAVATION | | | 0275 6000.42 405.500 LS | | | PIER NO. 23 EXCAVATION | | | 0276 6000.43 405.500 LS | | | PIER NO. 24 EXCAVATION | | | 0277 6000.44 405.500 LS | | | PIER NO. 25 EXCAVATION | | | 0278 6000.45 405.500 LS | | | PIER NO. 26 EXCAVATION | | | 0279 6000.46 405.500 LS | | | PIER NO. 27 EXCAVATION | | | 0280 6000.47 405.500 LS | | | PIER NO. 28 EXCAVATION | | | 0281 6000.48 405.500 LS | | | PIER NO. 29 EXCAVATION | | | 0282 6000.49 405.500 LS | | | PIER NO. 30 EXCAVATION | | | 0283 6000.50 405.500 LS | | | PIER NO. 31 EXCAVATION | | | 0284 6000.51 405.500 LS | | | PIER NO. 32 EXCAVATION | | | 0285 6000.52 405.500 LS | | | PIER NO. 33 EXCAVATION | | | 0286 6000.53 405.500 LS | | | PIER NO. 34 EXCAVATION | | | 0287 6000.54 405.500 LS | | | PIER NO. 35 EXCAVATION | | | 0288 6000.55 405.500 LS | | | PIER NO. 36 EXCAVATION | | | 0289 6000.56 405.500 LS | | | PIER NO. 37 EXCAVATION | | | 0290 6000.58 405.500 LS | | | PIER NO. 38 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -19 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0291 6001.90 405.500 LS | | | PIER NO. 39 EXCAVATION A | | | 0292 6001.91 405.500 LS | | | PIER NO. 39 EXCAVATION B | | | 0293 6001.92 405.500 LS | | | PIER NO. 40 EXCAVATION A | | | 0294 6001.93 405.500 LS | | | PIER NO. 40 EXCAVATION B | | | 0295 6005.11 15.780 m | | | DECK JOINT SEAL, TYPE II | | | 0296 6005.12 74.080 m | | | DECK JOINT SEAL, TYPE III | | | 0297 6005.78 180.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0298 6005.83 46.000 EACH| | | FIXED BEARING | | | 0299 6005.85 2.000 EACH| | | GUIDED BEARING DEVICE, TYPE II | | | 0300 6010.22 7528.600 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0301 6010.26 7891.300 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0302 6071.11 3120620.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 780+08.432 | | | 0303 6080.00 38570.000 kg | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0304 6104.00 15.000 Mg | | | BROKEN CONCRETE RIPRAP | | | 0305 6105.02 1056.000 Mg | | | ROCK RIPRAP, TYPE B | | | 0306 6107.00 595.000 m2 | | | CONCRETE SLOPE PROTECTION | | | 0307 6131.50 1801900.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0308 6139.50 171.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0309 6210.14 13402.100 m | | | HP 310 mm X 79 kg STEEL PILING | | | 0310 6210.21 1451.000 m | | | HP 360 mm X 132 kg STEEL PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -20 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0311 6251.44 137.200 m | | | SOCKET 1220 mm | | | 0312 6251.45 24.600 m | | | SOCKET 1370 mm | | | 0313 6251.50 142.400 m | | | DRILLED SHAFT 1370 mm | | | 0314 6251.51 66.000 m | | | DRILLED SHAFT 1520 mm | | | 0315 6415.00 1.000 EACH| | | DRAINAGE SYSTEM AT STA. 780+08.432 | | | 0316 6510.55 2500.000 LS | | | TEMPORARY BRIDGE SHORING | | | 0317 6601.04 3360.000 m | | | 19 mm CONDUIT IN BRIDGE | | | 0318 6601.14 3125.000 m | | | 31 mm CONDUIT IN BRIDGE | | | 0319 6602.31 20076.000 LS | | | CONCRETE COATING AT STA. 780+08.432 | | | 0320 6610.45 63.320 m | | | STRIP SEALS | | | 0321 8091.00 445.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6B BRIDGE AT STA. 879+72.083 1,644.715 m MULTIPLE SPAN PRESTRESSED GIRDER BRIDGE | | | 0322 0030.60 LUMP| 1820377.00000 1820377.00| 925000.00000 925000.00| 1600000.00000 1600000.00 MOBILIZATION | | | 0323 1043.50 2527.000 m2 | 1.55000 3916.85| 3.00000 7581.00| 5.00000 12635.00 RIPRAP FILTER FABRIC | | | 0324 3050.15 238.500 m3 | 224.27000 53488.40| 325.00000 77512.50| 250.00000 59625.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0325 3051.10 21451.000 kg | 1.72000 36895.72| 1.80000 38611.80| 1.60000 34321.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0326 6000.11 480.000 LS | 3056.00000 3056.00| 5000.00000 5000.00| 40000.00000 40000.00 ABUTMENT NO.2 EXCAVATION A | | | 0327 6000.13 480.000 LS | 3045.00000 3045.00| 6000.00000 6000.00| 40000.00000 40000.00 ABUTMENT NO. 2 EXCAVATION B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -21 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0328 6000.20 564.000 LS | 14037.00000 14037.00| 16000.00000 16000.00| 50000.00000 50000.00 PIER NO.1 EXCAVATION | | | 0329 6000.21 564.000 LS | 15725.00000 15725.00| 28000.00000 28000.00| 50000.00000 50000.00 PIER NO.2 EXCAVATION | | | 0330 6000.22 564.000 LS | 10366.00000 10366.00| 16000.00000 16000.00| 50000.00000 50000.00 PIER NO.3 EXCAVATION | | | 0331 6000.23 564.000 LS | 13119.00000 13119.00| 13000.00000 13000.00| 50000.00000 50000.00 PIER NO.4 EXCAVATION | | | 0332 6000.24 564.000 LS | 18568.00000 18568.00| 16000.00000 16000.00| 50000.00000 50000.00 PIER NO.5 EXCAVATION | | | 0333 6000.25 564.000 LS | 12986.00000 12986.00| 32000.00000 32000.00| 50000.00000 50000.00 PIER NO.6 EXCAVATION | | | 0334 6000.29 564.000 LS | 18808.00000 18808.00| 33000.00000 33000.00| 50000.00000 50000.00 PIER NO.10 EXCAVATION | | | 0335 6000.30 564.000 LS | 11012.00000 11012.00| 25000.00000 25000.00| 50000.00000 50000.00 PIER NO.11 EXCAVATION | | | 0336 6000.31 564.000 LS | 9806.00000 9806.00| 13000.00000 13000.00| 50000.00000 50000.00 PIER NO.12 EXCAVATION | | | 0337 6000.32 564.000 LS | 13626.00000 13626.00| 15000.00000 15000.00| 50000.00000 50000.00 PIER NO. 13 EXCAVATION | | | 0338 6000.33 564.000 LS | 11103.00000 11103.00| 13000.00000 13000.00| 50000.00000 50000.00 PIER NO. 14 EXCAVATION | | | 0339 6000.34 564.000 LS | 11103.00000 11103.00| 15000.00000 15000.00| 50000.00000 50000.00 PIER NO. 15 EXCAVATION | | | 0340 6000.35 564.000 LS | 14226.00000 14226.00| 15000.00000 15000.00| 50000.00000 50000.00 PIER NO. 16 EXCAVATION | | | 0341 6000.36 564.000 LS | 13210.00000 13210.00| 16000.00000 16000.00| 50000.00000 50000.00 PIER NO. 17 EXCAVATION | | | 0342 6000.37 564.000 LS | 13125.00000 13125.00| 14000.00000 14000.00| 50000.00000 50000.00 PIER NO. 18 EXCAVATION | | | 0343 6000.38 564.000 LS | 20785.00000 20785.00| 18000.00000 18000.00| 50000.00000 50000.00 PIER NO. 19 EXCAVATION | | | 0344 6000.39 564.000 LS | 20201.00000 20201.00| 17000.00000 17000.00| 50000.00000 50000.00 PIER NO. 20 EXCAVATION | | | 0345 6000.40 564.000 LS | 13162.00000 13162.00| 9000.00000 9000.00| 50000.00000 50000.00 PIER NO. 21 EXCAVATION | | | 0346 6000.41 564.000 LS | 11504.00000 11504.00| 10000.00000 10000.00| 50000.00000 50000.00 PIER NO. 22 EXCAVATION | | | 0347 6000.42 564.000 LS | 11673.00000 11673.00| 14000.00000 14000.00| 50000.00000 50000.00 PIER NO. 23 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -22 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0348 6000.43 564.000 LS | 12946.00000 12946.00| 8000.00000 8000.00| 50000.00000 50000.00 PIER NO. 24 EXCAVATION | | | 0349 6000.44 564.000 LS | 21930.00000 21930.00| 14000.00000 14000.00| 50000.00000 50000.00 PIER NO. 25 EXCAVATION | | | 0350 6000.45 564.000 LS | 23341.00000 23341.00| 17000.00000 17000.00| 50000.00000 50000.00 PIER NO. 26 EXCAVATION | | | 0351 6000.46 564.000 LS | 23341.00000 23341.00| 16000.00000 16000.00| 50000.00000 50000.00 PIER NO. 27 EXCAVATION | | | 0352 6000.47 564.000 LS | 23341.00000 23341.00| 16000.00000 16000.00| 50000.00000 50000.00 PIER NO. 28 EXCAVATION | | | 0353 6000.48 564.000 LS | 7641.00000 7641.00| 9000.00000 9000.00| 50000.00000 50000.00 PIER NO. 29 EXCAVATION | | | 0354 6000.49 564.000 LS | 11103.00000 11103.00| 9000.00000 9000.00| 50000.00000 50000.00 PIER NO. 30 EXCAVATION | | | 0355 6000.50 564.000 LS | 11103.00000 11103.00| 10000.00000 10000.00| 50000.00000 50000.00 PIER NO. 31 EXCAVATION | | | 0356 6000.51 564.000 LS | 12163.00000 12163.00| 16000.00000 16000.00| 50000.00000 50000.00 PIER NO. 32 EXCAVATION | | | 0357 6000.52 564.000 LS | 7902.00000 7902.00| 10000.00000 10000.00| 50000.00000 50000.00 PIER NO. 33 EXCAVATION | | | 0358 6000.53 564.000 LS | 6601.00000 6601.00| 6000.00000 6000.00| 50000.00000 50000.00 PIER NO. 34 EXCAVATION | | | 0359 6000.54 564.000 LS | 7950.00000 7950.00| 9000.00000 9000.00| 50000.00000 50000.00 PIER NO. 35 EXCAVATION | | | 0360 6000.55 564.000 LS | 11152.00000 11152.00| 11000.00000 11000.00| 50000.00000 50000.00 PIER NO. 36 EXCAVATION | | | 0361 6000.56 564.000 LS | 16732.00000 16732.00| 14000.00000 14000.00| 50000.00000 50000.00 PIER NO. 37 EXCAVATION A | | | 0362 6000.57 564.000 LS | 16732.00000 16732.00| 14000.00000 14000.00| 50000.00000 50000.00 PIER NO. 37 EXCAVATION B | | | 0363 6000.58 564.000 LS | 25583.00000 25583.00| 9000.00000 9000.00| 50000.00000 50000.00 PIER NO. 38 EXCAVATION A | | | 0364 6000.59 564.000 LS | 45741.00000 45741.00| 30000.00000 30000.00| 50000.00000 50000.00 PIER NO. 38 EXCAVATION B | | | 0365 6001.90 564.000 LS | 5636.00000 5636.00| 8000.00000 8000.00| 50000.00000 50000.00 PIER NO. 39 EXCAVATION A | | | 0366 6001.91 564.000 LS | 5636.00000 5636.00| 6000.00000 6000.00| 50000.00000 50000.00 PIER NO. 39 EXCAVATION B | | | 0367 6005.11 41.570 m | 1691.18000 70302.35| 1500.00000 62355.00| 850.00000 35334.50 DECK JOINT SEAL, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -23 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0368 6005.12 43.730 m | 2197.67000 96104.11| 2000.00000 87460.00| 900.00000 39357.00 DECK JOINT SEAL, TYPE III | | | 0369 6005.13 15.780 m | 2873.89000 45349.98| 2500.00000 39450.00| 1100.00000 17358.00 DECK JOINT SEAL, TYPE IV | | | 0370 6005.78 300.000 EACH| 949.80000 284940.00| 1100.00000 330000.00| 1200.00000 360000.00 EXPANSION BEARING, TFE TYPE | | | 0371 6005.80 2.000 EACH| 9290.00000 18580.00| 10000.00000 20000.00| 9500.00000 19000.00 FIXED BEARING DEVICE, TYPE I | | | 0372 6005.83 98.000 EACH| 643.08000 63021.84| 700.00000 68600.00| 850.00000 83300.00 FIXED BEARING | | | 0373 6005.85 2.000 EACH| 5872.00000 11744.00| 6000.00000 12000.00| 6100.00000 12200.00 GUIDED BEARING DEVICE, TYPE II | | | 0374 6010.22 8480.900 m3 | 237.76000 2016418.78| 360.00000 3053124.00| 400.00000 3392360.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0375 6010.26 9575.700 m3 | 287.81000 2755982.22| 519.00000 4969788.30| 450.00000 4309065.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0376 6010.28 222.600 m3 | 381.22000 84859.57| 1100.00000 244860.00| 500.00000 111300.00 CLASS 47BD-35 CONCRETE FOR BRIDGE | | | 0377 6011.11 5092.600 LS | 4776202.00000 4776202.00| 4320000.00000 4320000.00| 3800000.00000 3800000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 879+72.083 | | | 0378 6095.00 64.000 EACH| 743.79000 47602.56| 850.00000 54400.00| 500.00000 32000.00 STEEL DIAPHRAGM | | | 0379 6104.00 10.000 Mg | 8.00000 80.00| 50.00000 500.00| 15.00000 150.00 BROKEN CONCRETE RIPRAP | | | 0380 6105.02 2407.000 Mg | 21.20000 51028.40| 29.00000 69803.00| 30.50000 73413.50 ROCK RIPRAP, TYPE B | | | 0381 6107.00 647.000 m2 | 60.51000 39149.97| 90.00000 58230.00| 70.00000 45290.00 CONCRETE SLOPE PROTECTION | | | 0382 6131.50 2289565.000 kg | 1.71000 3915156.15| 1.85000 4235695.25| 1.70000 3892260.50 EPOXY COATED REINFORCING STEEL | | | 0383 6139.50 180.000 m2 | 22.99000 4138.20| 35.00000 6300.00| 25.00000 4500.00 SUBSURFACE DRAINAGE MATTING | | | 0384 6210.14 19006.400 m | 75.64000 1437644.10| 94.00000 1786601.60| 100.00000 1900640.00 HP 310 mm X 79 kg STEEL PILING | | | 0385 6210.21 1658.900 m | 108.27000 179609.10| 127.00000 210680.30| 120.00000 199068.00 HP 360 mm X 132 kg STEEL PILING | | | 0386 6251.44 87.600 m | 1045.78000 91610.33| 1800.00000 157680.00| 1750.00000 153300.00 SOCKET 1220 mm | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -24 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0387 6251.45 68.000 m | 1069.59000 72732.12| 1800.00000 122400.00| 1850.00000 125800.00 SOCKET 1370 mm | | | 0388 6251.50 78.800 m | 888.47000 70011.44| 1800.00000 141840.00| 1500.00000 118200.00 DRILLED SHAFT 1370 mm | | | 0389 6251.51 52.800 m | 932.45000 49233.36| 1800.00000 95040.00| 1600.00000 84480.00 DRILLED SHAFT 1520 mm | | | 0390 6415.00 1.000 EACH| 346753.00000 346753.00| 375000.00000 375000.00| 280000.00000 280000.00 DRAINAGE SYSTEM AT STA. 879+72.083 | | | 0391 6510.55 2000.000 LS | 2.00000 2.00| 537000.00000 537000.00| 50000.00000 50000.00 TEMPORARY BRIDGE SHORING | | | 0392 6601.04 3370.000 m | 14.06000 47382.20| 40.00000 134800.00| 37.37000 125936.90 19 mm CONDUIT IN BRIDGE | | | 0393 6601.14 3315.000 m | 14.33000 47503.95| 37.00000 122655.00| 34.34000 113837.10 31 mm CONDUIT IN BRIDGE | | | 0394 6602.31 38189.000 LS | 326144.00000 326144.00| 485000.00000 485000.00| 390000.00000 390000.00 CONCRETE COATING AT STA. 879+72.083 | | | 0395 6610.45 40.130 m | 426.89000 17131.10| 400.00000 16052.00| 520.00000 20867.60 STRIP SEALS | | | 0396 8091.00 440.000 m3 | 17.67000 7774.80| 38.00000 16720.00| 20.00000 8800.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 19,469,689.60| $ 23,473,739.75| $ 23,534,399.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6C BRIDGE AT STA. 879+72.083 1,644.715 m MULTIPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0397 0030.60 LUMP| | | MOBILIZATION | | | 0398 1043.50 2527.000 m2 | | | RIPRAP FILTER FABRIC | | | 0399 3050.15 238.500 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0400 3051.10 21451.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0401 6000.11 480.000 LS | | | ABUTMENT NO.2 EXCAVATION A | | | 0402 6000.13 480.000 LS | | | ABUTMENT NO. 2 EXCAVATION B | | | 0403 6000.20 500.000 LS | | | PIER NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -25 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0404 6000.21 500.000 LS | | | PIER NO.2 EXCAVATION | | | 0405 6000.22 500.000 LS | | | PIER NO.3 EXCAVATION | | | 0406 6000.23 500.000 LS | | | PIER NO.4 EXCAVATION | | | 0407 6000.24 500.000 LS | | | PIER NO.5 EXCAVATION | | | 0408 6000.29 500.000 LS | | | PIER NO.10 EXCAVATION | | | 0409 6000.30 500.000 LS | | | PIER NO.11 EXCAVATION | | | 0410 6000.31 500.000 LS | | | PIER NO.12 EXCAVATION | | | 0411 6000.32 500.000 LS | | | PIER NO. 13 EXCAVATION | | | 0412 6000.33 500.000 LS | | | PIER NO. 14 EXCAVATION | | | 0413 6000.34 500.000 LS | | | PIER NO. 15 EXCAVATION | | | 0414 6000.35 500.000 LS | | | PIER NO. 16 EXCAVATION | | | 0415 6000.36 500.000 LS | | | PIER NO. 17 EXCAVATION | | | 0416 6000.37 500.000 LS | | | PIER NO. 18 EXCAVATION | | | 0417 6000.38 500.000 LS | | | PIER NO. 19 EXCAVATION | | | 0418 6000.39 500.000 LS | | | PIER NO. 20 EXCAVATION | | | 0419 6000.40 500.000 LS | | | PIER NO. 21 EXCAVATION | | | 0420 6000.41 500.000 LS | | | PIER NO. 22 EXCAVATION | | | 0421 6000.42 500.000 LS | | | PIER NO. 23 EXCAVATION | | | 0422 6000.43 500.000 LS | | | PIER NO. 24 EXCAVATION | | | 0423 6000.44 500.000 LS | | | PIER NO. 25 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -26 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0424 6000.45 500.000 LS | | | PIER NO. 26 EXCAVATION | | | 0425 6000.46 500.000 LS | | | PIER NO. 27 EXCAVATION | | | 0426 6000.47 500.000 LS | | | PIER NO. 28 EXCAVATION | | | 0427 6000.48 500.000 LS | | | PIER NO. 29 EXCAVATION | | | 0428 6000.49 500.000 LS | | | PIER NO. 30 EXCAVATION | | | 0429 6000.50 500.000 LS | | | PIER NO. 31 EXCAVATION | | | 0430 6000.51 500.000 LS | | | PIER NO. 32 EXCAVATION | | | 0431 6000.52 500.000 LS | | | PIER NO. 33 EXCAVATION | | | 0432 6000.53 500.000 LS | | | PIER NO. 34 EXCAVATION | | | 0433 6000.54 500.000 LS | | | PIER NO. 35 EXCAVATION | | | 0434 6000.55 500.000 LS | | | PIER NO. 36 EXCAVATION | | | 0435 6000.56 500.000 LS | | | PIER NO. 37 EXCAVATION A | | | 0436 6000.57 500.000 LS | | | PIER NO. 37 EXCAVATION B | | | 0437 6000.58 500.000 LS | | | PIER NO. 38 EXCAVATION A | | | 0438 6000.59 500.000 LS | | | PIER NO. 38 EXCAVATION B | | | 0439 6001.90 500.000 LS | | | PIER NO. 39 EXCAVATION A | | | 0440 6001.91 500.000 LS | | | PIER NO. 39 EXCAVATION B | | | 0441 6005.11 57.340 m | | | DECK JOINT SEAL, TYPE II | | | 0442 6005.12 29.150 m | | | DECK JOINT SEAL, TYPE III | | | 0443 6005.13 30.350 m | | | DECK JOINT SEAL, TYPE IV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -27 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0444 6005.78 181.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0445 6005.83 41.000 EACH| | | FIXED BEARING | | | 0446 6005.85 4.000 EACH| | | GUIDED BEARING DEVICE, TYPE II | | | 0447 6010.22 8017.100 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0448 6010.26 8394.000 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0449 6071.11 3488440.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 879+72.083 | | | 0450 6080.00 55450.000 kg | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0451 6104.00 10.000 Mg | | | BROKEN CONCRETE RIPRAP | | | 0452 6105.02 2407.000 Mg | | | ROCK RIPRAP, TYPE B | | | 0453 6107.00 647.000 m2 | | | CONCRETE SLOPE PROTECTION | | | 0454 6131.50 1923591.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0455 6139.50 180.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0456 6210.14 15901.800 m | | | HP 310 mm X 79 kg STEEL PILING | | | 0457 6210.21 1451.500 m | | | HP 360 mm X 132 kg STEEL PILING | | | 0458 6251.44 87.600 m | | | SOCKET 1220 mm | | | 0459 6251.45 52.800 m | | | SOCKET 1370 mm | | | 0460 6251.50 79.600 m | | | DRILLED SHAFT 1370 mm | | | 0461 6251.51 52.800 m | | | DRILLED SHAFT 1520 mm | | | 0462 6415.00 1.000 EACH| | | DRAINAGE SYSTEM AT STA. 879+72.083 | | | 0463 6510.55 1900.000 LS | | | TEMPORARY BRIDGE SHORING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -28 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0464 6601.04 3370.000 m | | | 19 mm CONDUIT IN BRIDGE | | | 0465 6601.14 3315.000 m | | | 31 mm CONDUIT IN BRIDGE | | | 0466 6602.31 21328.000 LS | | | CONCRETE COATING AT STA. 879+72.083 | | | 0467 6610.45 24.350 m | | | STRIP SEALS | | | 0468 8091.00 440.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6D BRIDGE AT STA. 3001+99.455 119.2 m-3 SPAN WELDED PLATE GIRDER BRIDGE | | | 0469 0030.60 LUMP| 120342.00000 120342.00| 65000.00000 65000.00| 200000.00000 200000.00 MOBILIZATION | | | 0470 1010.01 275.000 m3 | 2.71000 745.25| 15.00000 4125.00| 6.00000 1650.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0471 3050.15 118.700 m3 | 215.90000 25627.33| 325.00000 38577.50| 347.69000 41270.80 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0472 3051.10 11086.000 kg | 1.65000 18291.90| 2.00000 22172.00| 2.28000 25276.08 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0473 6000.10 550.000 LS | 2432.00000 2432.00| 5000.00000 5000.00| 11251.36000 11251.36 ABUTMENT NO.1 EXCAVATION | | | 0474 6000.11 550.000 LS | 2452.00000 2452.00| 5000.00000 5000.00| 4256.83000 4256.83 ABUTMENT NO.2 EXCAVATION | | | 0475 6000.20 1500.000 LS | 27596.00000 27596.00| 55000.00000 55000.00| 20456.72000 20456.72 PIER NO.1 EXCAVATION | | | 0476 6005.78 12.000 EACH| 841.62000 10099.44| 1000.00000 12000.00| 1946.13000 23353.56 EXPANSION BEARING, TFE TYPE | | | 0477 6005.83 4.000 EACH| 1386.00000 5544.00| 900.00000 3600.00| 2747.96000 10991.84 FIXED BEARING | | | 0478 6010.22 249.500 m3 | 423.06000 105553.47| 600.00000 149700.00| 647.40000 161526.30 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0479 6010.26 346.400 m3 | 364.14000 126138.10| 675.00000 233820.00| 816.34000 282780.18 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0480 6071.11 227640.000 LS | 469606.00000 469606.00| 525000.00000 525000.00| 828713.58000 828713.58 STEEL SUPERSTRUCTURE AT STA. 3001+99.45 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -29 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0481 6080.00 970.000 kg | 4.12000 3996.40| 4.00000 3880.00| 20.39000 19778.30 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0482 6100.00 2.000 EACH| 4071.00000 8142.00| 600.00000 1200.00| 6271.37000 12542.74 FLOOR DRAINS | | | 0483 6131.50 76918.000 kg | 1.71000 131529.78| 1.90000 146144.20| 2.27000 174603.86 EPOXY COATED REINFORCING STEEL | | | 0484 6139.50 63.000 m2 | 13.52000 851.76| 35.00000 2205.00| 25.00000 1575.00 SUBSURFACE DRAINAGE MATTING | | | 0485 6210.14 528.100 m | 66.86000 35308.77| 115.00000 60731.50| 118.76000 62717.16 HP 310 mm X 79 kg STEEL PILING | | | 0486 6251.44 40.200 m | 1179.27000 47406.65| 1800.00000 72360.00| 2063.07000 82935.41 SOCKET 1220 mm | | | 0487 6251.50 43.800 m | 883.75000 38708.25| 1800.00000 78840.00| 1681.39000 73644.88 DRILLED SHAFT 1370 mm | | | 0488 6310.00 172.900 m2 | 132.81000 22962.85| 310.00000 53599.00| 311.35000 53832.42 STEEL SHEET PILING | | | 0489 6510.55 44.000 LS | 1.00000 1.00| 11748.88000 11748.88| 36308.81000 36308.81 TEMPORARY BRIDGE SHORING | | | 0490 6601.14 85.700 m | 14.33000 1228.08| 50.00000 4285.00| 46.26000 3964.48 31 mm CONDUIT IN BRIDGE | | | 0491 6602.31 1141.000 LS | 6649.00000 6649.00| 27000.00000 27000.00| 11581.42000 11581.42 CONCRETE COATING AT STA. 3001+99.455 | | | 0492 6610.45 18.650 m | 443.07000 8263.26| 400.00000 7460.00| 748.42000 13958.03 STRIP SEALS | | | 0493 8091.00 190.000 m3 | 17.65000 3353.50| 40.00000 7600.00| 20.00000 3800.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,222,828.79| $ 1,596,048.08| $ 2,162,769.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6E BRIDGE AT STA. 86+88.67 1-36.52 & 2-21.34 m SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0494 0030.60 LUMP| 10060.00000 10060.00| 10000.00000 10000.00| 25000.00000 25000.00 MOBILIZATION | | | 0495 3050.15 17.300 m3 | 351.36000 6078.53| 600.00000 10380.00| 636.34000 11008.68 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0496 3051.10 2505.000 kg | 1.67000 4183.35| 2.00000 5010.00| 2.28000 5711.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0497 6005.35 1.400 m | 177.00000 247.80| 200.00000 280.00| 354.15000 495.81 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -30 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0498 6010.26 39.000 m3 | 511.33000 19941.87| 1500.00000 58500.00| 1679.24000 65490.36 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0499 6030.00 1.000 EACH| 49407.00000 49407.00| 30000.00000 30000.00| 173076.18000 173076.18 PREPARATION OF BRIDGE AT STA. 86+88.67 | | | 0500 6131.50 4855.000 kg | 1.74000 8447.70| 2.00000 9710.00| 2.29000 11117.95 EPOXY COATED REINFORCING STEEL | | | 0501 6601.15 110.300 m | 19.30000 2128.79| 50.00000 5515.00| 50.51000 5571.25 38 mm CONDUIT IN BRIDGE | | | 0502 6602.31 834.000 LS | 9898.00000 9898.00| 37000.00000 37000.00| 8918.22000 8918.22 CONCRETE COATING AT STA. 86+88.67 | | | SECTION TOTALS | $ 110,393.04| $ 166,395.00| $ 306,389.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6F BRIDGE AT STA. 1001+88.49 79.248 m - 3 SPAN PRESTRESSED GIRDER BRIDGE | | | 0503 0030.60 LUMP| 112010.00000 112010.00| 50000.00000 50000.00| 180000.00000 180000.00 MOBILIZATION | | | 0504 1043.50 52.000 m2 | 1.40000 72.80| 3.00000 156.00| 2.05000 106.60 RIPRAP FILTER FABRIC | | | 0505 3050.15 249.000 m3 | 210.54000 52424.46| 300.00000 74700.00| 312.08000 77707.92 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0506 3051.10 19196.000 kg | 1.72000 33017.12| 1.90000 36472.40| 2.28000 43766.88 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0507 6000.10 200.000 LS | 6430.00000 6430.00| 3500.00000 3500.00| 5527.12000 5527.12 ABUTMENT NO.1 EXCAVATION | | | 0508 6000.11 200.000 LS | 6430.00000 6430.00| 3500.00000 3500.00| 6500.17000 6500.17 ABUTMENT NO.2 EXCAVATION | | | 0509 6000.20 200.000 LS | 7060.00000 7060.00| 5500.00000 5500.00| 6500.17000 6500.17 PIER NO.1 EXCAVATION | | | 0510 6000.21 200.000 LS | 4802.00000 4802.00| 5500.00000 5500.00| 6500.17000 6500.17 PIER NO.2 EXCAVATION | | | 0511 6005.35 47.300 m | 124.37000 5882.70| 200.00000 9460.00| 354.15000 16751.30 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0512 6005.60 32.000 EACH| 139.12000 4451.84| 300.00000 9600.00| 623.73000 19959.36 ELASTOMERIC BEARING | | | 0513 6005.78 16.000 EACH| 942.95000 15087.20| 1000.00000 16000.00| 3313.62000 53017.92 EXPANSION BEARING, TFE TYPE | | | 0514 6010.22 253.100 m3 | 338.90000 85775.59| 720.00000 182232.00| 840.21000 212657.15 CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -31 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0515 6010.26 523.300 m3 | 349.89000 183097.44| 675.00000 353227.50| 1125.86000 589162.54 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0516 6011.11 283.700 LS | 268016.00000 268016.00| 280000.00000 280000.00| 406503.51000 406503.51 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1001+88.49 | | | 0517 6030.00 1.000 EACH| 96260.00000 96260.00| 60000.00000 60000.00| 144315.91000 144315.91 PREPARATION OF BRIDGE AT STA. 1001+88.4 | | | 0518 6104.00 28.000 Mg | 11.79000 330.12| 55.00000 1540.00| 15.00000 420.00 BROKEN CONCRETE RIPRAP | | | 0519 6131.50 81844.000 kg | 1.73000 141590.12| 1.90000 155503.60| 2.35000 192333.40 EPOXY COATED REINFORCING STEEL | | | 0520 6139.50 134.000 m2 | 34.92000 4679.28| 35.00000 4690.00| 25.00000 3350.00 SUBSURFACE DRAINAGE MATTING | | | 0521 6210.14 798.520 m | 69.42000 55433.26| 115.00000 91829.80| 114.46000 91398.60 HP 310 mm X 79 kg STEEL PILING | | | 0522 6300.00 54.400 m2 | 190.88000 10383.87| 957.00000 52060.80| 837.40000 45554.56 CONCRETE SHEET PILING | | | 0523 6404.02 95.900 m | 171.39000 16436.30| 164.00000 15727.60| 218.27000 20932.09 PEDESTRIAN RAILING (CHAIN LINK TYPE) 2. | | | 1 m | | | 0524 6510.55 60.000 LS | 4210.00000 4210.00| 20000.00000 20000.00| 49130.99000 49130.99 TEMPORARY BRIDGE SHORING | | | 0525 6601.14 211.800 m | 12.68000 2685.62| 50.00000 10590.00| 39.39000 8342.80 31 mm CONDUIT IN BRIDGE | | | 0526 6602.31 631.000 LS | 4943.00000 4943.00| 15000.00000 15000.00| 7424.82000 7424.82 CONCRETE COATING AT STA. 1001+88.49 | | | 0527 8091.00 400.000 m3 | 17.68000 7072.00| 40.00000 16000.00| 20.00000 8000.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,128,580.72| $ 1,472,789.70| $ 2,195,863.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 8 SPECIALTY | | | 0528 0030.00 LUMP| 50446.00000 50446.00| 21000.00000 21000.00| 150000.00000 150000.00 MOBILIZATION | | | 0529 6602.11 1.000 EACH| 821500.00000 821500.00| 800000.00000 800000.00| 840000.00000 840000.00 INSTALL ANTI-ICING SYSTEM | | | 0530 6602.12 1.000 EACH| 1413320.00000 1413320.00| 1413320.00000 1413320.00| 1413320.00000 1413320.00 ANTI-ICING SYSTEM | | | SECTION TOTALS | $ 2,285,266.00| $ 2,234,320.00| $ 2,403,320.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -32 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0531 0003.74 1.000 EACH| 63115.00000 63115.00| 39000.00000 39000.00| 36262.63000 36262.63 TEMPORARY TRAFFIC SIGNAL AT 120th & | | | DAVENPORT | | | 0532 0003.75 1.000 EACH| 35174.00000 35174.00| 40000.00000 40000.00| 37474.75000 37474.75 TEMPORARY TRAFFIC SIGNAL AT 120th & | | | WEBSTER | | | 0533 0003.76 1.000 EACH| 52899.00000 52899.00| 43000.00000 43000.00| 40101.01000 40101.01 TEMPORARY TRAFFIC SIGNAL AT 114th & | | | DODGE | | | 0534 0003.77 1.000 EACH| 37624.00000 37624.00| 29000.00000 29000.00| 27272.73000 27272.73 TEMPORARY TRAFFIC SIGNAL AT SOUTHBRIDGE | | | ROAD & DODGE | | | 0535 0003.78 1.000 EACH| 26860.00000 26860.00| 29000.00000 29000.00| 27272.73000 27272.73 TEMPORARY TRAFFIC SIGNAL AT SOUTHBRIDGE | | | ROAD (NORTH) & DODGE | | | 0536 0003.79 1.000 EACH| 39334.00000 39334.00| 29000.00000 29000.00| 26565.66000 26565.66 TEMPORARY TRAFFIC SIGNAL AT SOUTHBRIDGE | | | ROAD(SOUTH) & SOUTHBRIDGE | | | 0537 0030.81 LUMP| 41900.00000 41900.00| 20000.00000 20000.00| 150000.00000 150000.00 MOBILIZATION | | | 0538 3300.40 3.000 EACH| 1935.00000 5805.00| 872.00000 2616.00| 808.08000 2424.24 CONCRETE PAD FOR PADMOUNT TRANSFORMER | | | 0539 7320.05 23.000 EACH| 200.68000 4615.64| 709.00000 16307.00| 656.57000 15101.11 INSTALL OVERHEAD SIGN | | | 0540 7320.15 19.000 EACH| 132.32000 2514.08| 300.00000 5700.00| 277.78000 5277.82 INSTALL TRAFFIC SIGN AND POST | | | 0541 7320.50 12.000 EACH| 299.92000 3599.04| 763.00000 9156.00| 707.07000 8484.84 STREET NAME SIGN | | | 0542 7320.95 8.000 EACH| 2241.00000 17928.00| 2600.00000 20800.00| 2400.00000 19200.00 FIBER OPTIC SIGN | | | 0543 A001.12 41.000 EACH| 369.38000 15144.58| 500.00000 20500.00| 464.65000 19050.65 PULL BOX, TYPE PB-5 | | | 0544 A001.16 39.000 EACH| 468.62000 18276.18| 545.00000 21255.00| 505.05000 19696.95 PULL BOX, TYPE PB-6 | | | 0545 A001.40 9.000 EACH| 566.00000 5094.00| 694.00000 6246.00| 643.43000 5790.87 JUNCTION BOX TYPE A | | | 0546 A001.41 146.000 EACH| 396.95000 57954.70| 680.00000 99280.00| 631.31000 92171.26 JUNCTION BOX TYPE B | | | 0547 A001.60 14.000 EACH| 474.14000 6637.96| 915.00000 12810.00| 848.49000 11878.86 JUNCTION BOX TYPE C | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -33 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0548 A002.42 1.000 EACH| 8381.00000 8381.00| 1960.00000 1960.00| 1818.18000 1818.18 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | 120th & WEBSTER(TEMPORARY) | | | 0549 A002.43 1.000 EACH| 8381.00000 8381.00| 1960.00000 1960.00| 1818.18000 1818.18 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | 114th & DODGE(TEMPORARY) | | | 0550 A002.44 1.000 EACH| 5305.00000 5305.00| 4800.00000 4800.00| 444.44000 444.44 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | SOUTH BRIDGE ROAD & DODGE(TEMPORARY) | | | 0551 A002.45 1.000 EACH| 7453.00000 7453.00| 8500.00000 8500.00| 7939.39000 7939.39 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | 120th & DODGE | | | 0552 A002.46 1.000 EACH| 4443.00000 4443.00| 4900.00000 4900.00| 4595.96000 4595.96 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | NORTH BRIDGE ROAD & DODGE | | | 0553 A002.47 1.000 EACH| 8287.00000 8287.00| 8200.00000 8200.00| 7575.76000 7575.76 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | 120th & DAVENPORT STREET(TEMPORARY) | | | 0554 A002.48 1.000 EACH| 2173.00000 2173.00| 1800.00000 1800.00| 1696.97000 1696.97 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | 120th & WEBSTER | | | 0555 A002.49 1.000 EACH| 2454.00000 2454.00| 8200.00000 8200.00| 7575.76000 7575.76 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | 114th & DODGE | | | 0556 A002.50 1.000 EACH| 2037.00000 2037.00| 4200.00000 4200.00| 3888.89000 3888.89 EMERGENCY VEHICLE PREEMPTION SYSTEM AT | | | SOUTH BRIDGE ROAD & DODGE | | | 0557 A003.10 6.000 EACH| 853.00000 5118.00| 725.00000 4350.00| 671.72000 4030.32 TRAFFIC SIGNAL, TYPE TS-1 WITH TUNNEL | | | VISOR | | | 0558 A004.00 33.000 EACH| 710.10000 23433.30| 795.00000 26235.00| 737.37000 24333.21 TRAFFIC SIGNAL, TYPE TS-1 | | | 0559 A004.10 11.000 EACH| 610.86000 6719.46| 610.00000 6710.00| 565.66000 6222.26 TRAFFIC SIGNAL, TYPE TS-1A | | | 0560 A004.20 17.000 EACH| 715.61000 12165.37| 670.00000 11390.00| 621.21000 10560.57 TRAFFIC SIGNAL, TYPE TS-1L | | | 0561 A004.28 8.000 EACH| 992.00000 7936.00| 1000.00000 8000.00| 939.39000 7515.12 TRAFFIC SIGNAL, TYPE TS-1RR | | | 0562 A005.25 5.000 EACH| 9924.00000 49620.00| 11000.00000 55000.00| 10101.01000 50505.05 TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -34 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0563 A006.15 24.000 EACH| 507.21000 12173.04| 620.00000 14880.00| 575.76000 13818.24 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0564 A006.70 20.000 EACH| 110.26000 2205.20| 153.00000 3060.00| 141.41000 2828.20 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0565 A006.82 3.000 EACH| 750.00000 2250.00| 805.00000 2415.00| 747.47000 2242.41 PEDESTAL POLE, TYPE PP-6.1 | | | 0566 A006.85 2.000 EACH| 617.00000 1234.00| 610.00000 1220.00| 565.66000 1131.32 PEDESTAL POLE, TYPE PP-3.0 | | | 0567 A008.62 136.000 EACH| 2034.37000 276674.32| 1550.00000 210800.00| 1444.44000 196443.84 STREET LIGHTING UNIT, TYPE SL-S-12. | | | 2-0-0.20 | | | 0568 A008.63 38.000 EACH| 2398.24000 91133.12| 2250.00000 85500.00| 2121.21000 80605.98 STREET LIGHTING UNIT, TYPE SL-BT-12. | | | 2-0-0.20 | | | 0569 A009.19 45.000 EACH| 2365.16000 106432.20| 2250.00000 101250.00| 2090.91000 94090.95 STREET LIGHTING UNIT, TYPE SL-S-12. | | | 2-0-0-0.20 | | | 0570 A010.05 4.000 EACH| 540.00000 2160.00| 860.00000 3440.00| 797.98000 3191.92 LUMINAIRE, TYPE HPS-200 | | | 0571 A010.07 1.000 EACH| 540.00000 540.00| 860.00000 860.00| 797.98000 797.98 LUMINAIRE, TYPE HPS-400 | | | 0572 A010.57 31.000 EACH| 909.68000 28200.08| 400.00000 12400.00| 373.74000 11585.94 UNDERDECK LUMINAIRE, TYPE UD-70 (L5) | | | 0573 A010.58 146.000 EACH| 694.66000 101420.36| 359.00000 52414.00| 333.33000 48666.18 UNDERDECK LUMINAIRE, TYPE UD-70 (L8) | | | 0574 A010.59 52.000 EACH| 915.19000 47589.88| 510.00000 26520.00| 474.75000 24687.00 UNDERDECK LUMINAIRE, TYPE UD-200 | | | 0575 A010.61 25.000 EACH| 931.73000 23293.25| 316.00000 7900.00| 292.93000 7323.25 UNDERDECK LUMINAIRE, TYPE UD-150 | | | 0576 A010.68 9.000 EACH| 844.00000 7596.00| 403.00000 3627.00| 373.74000 3363.66 LUMINAIRE, TYPE WL-70 | | | 0577 A010.87 215.000 EACH| 992.38000 213361.70| 685.00000 147275.00| 636.36000 136817.40 MEDALLION LIGHT | | | 0578 A012.60 2.000 EACH| 7967.00000 15934.00| 7200.00000 14400.00| 6646.47000 13292.94 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-15.5-3.7 | | | 0579 A012.90 2.000 EACH| 9020.00000 18040.00| 7300.00000 14600.00| 6767.68000 13535.36 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-18.5-3.7 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -35 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 A016.65 1.000 EACH| 6136.00000 6136.00| 5300.00000 5300.00| 4949.49000 4949.49 MAST ARM SIGNAL POLE, TYPE MP-14 | | | 0581 A016.75 1.000 EACH| 7481.00000 7481.00| 6800.00000 6800.00| 6292.93000 6292.93 MAST ARM SIGNAL POLE, TYPE MP-17 | | | 0582 A016.80 2.000 EACH| 8137.00000 16274.00| 6800.00000 13600.00| 6363.64000 12727.28 MAST ARM SIGNAL POLE, TYPE MP-18.5 | | | 0583 A016.85 3.000 EACH| 8259.00000 24777.00| 7700.00000 23100.00| 7171.72000 21515.16 MAST ARM SIGNAL POLE, TYPE MP-20 | | | 0584 A020.36 3.000 EACH| 5381.00000 16143.00| 4700.00000 14100.00| 4343.43000 13030.29 LIGHTING CONTROL CENTER, TYPE R-2 | | | 0585 A025.08 1.000 EACH| 72973.00000 72973.00| 77000.00000 77000.00| 72121.21000 72121.21 SIGNAL STRUCTURE TYPE 66 | | | 0586 A030.04 4.000 EACH| 4091.00000 16364.00| 3000.00000 12000.00| 2828.28000 11313.12 SERVICE DISCONNECT PEDESTAL | | | 0587 A030.90 2.000 EACH| 441.00000 882.00| 1525.00000 3050.00| 1414.14000 2828.28 TELEPHONE DROP | | | 0588 A067.15 70.770 m | 12.35000 874.01| 37.00000 2618.49| 34.09000 2412.55 19 mm PVC COATED GRS CONDUIT | | | 0589 A070.07 2625.500 m | 7.94000 20846.47| 10.00000 26255.00| 9.09000 23865.80 31 mm CONDUIT IN TRENCH | | | 0590 A070.09 10.000 m | 7.00000 70.00| 22.00000 220.00| 20.20000 202.00 19 mm CONDUIT IN TRENCH | | | 0591 A070.10 904.500 m | 9.15000 8276.18| 10.00000 9045.00| 9.09000 8221.91 38 mm CONDUIT IN TRENCH | | | 0592 A070.14 869.800 m | 9.43000 8202.21| 12.00000 10437.60| 11.11000 9663.48 50 mm CONDUIT IN TRENCH | | | 0593 A070.18 1034.000 m | 11.52000 11911.68| 18.50000 19129.00| 17.17000 17753.78 75 mm CONDUIT IN TRENCH | | | 0594 A070.22 7.500 m | 26.00000 195.00| 27.00000 202.50| 25.25000 189.38 100 mm CONDUIT IN TRENCH | | | 0595 A072.09 294.000 m | 10.25000 3013.50| 13.00000 3822.00| 12.12000 3563.28 31 mm CONDUIT UNDER ROADWAY | | | 0596 A072.10 60.500 m | 10.59000 640.70| 13.00000 786.50| 12.12000 733.26 38 mm CONDUIT UNDER ROADWAY | | | 0597 A072.14 733.400 m | 13.23000 9702.88| 14.00000 10267.60| 13.13000 9629.54 50 mm CONDUIT UNDER ROADWAY | | | 0598 A072.18 814.000 m | 17.09000 13911.26| 18.50000 15059.00| 17.17000 13976.38 75 mm CONDUIT UNDER ROADWAY | | | 0599 A073.23 734.000 m | 17.09000 12544.06| 18.00000 13212.00| 16.67000 12235.78 75 mm CONDUIT UNDER SIDEWALK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -36 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 A074.14 342.000 m | 46.31000 15838.02| 40.00000 13680.00| 37.37000 12780.54 50 mm CONDUIT, JACKED | | | 0601 A074.18 527.000 m | 54.58000 28763.66| 49.00000 25823.00| 45.45000 23952.15 75 mm CONDUIT, JACKED | | | 0602 A077.17 107.000 m | 4.74000 507.18| 4.00000 428.00| 3.43000 367.01 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0603 A077.26 548.000 m | 6.95000 3808.60| 6.50000 3562.00| 6.06000 3320.88 16/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0604 A078.12 906.000 m | 3.64000 3297.84| 3.00000 2718.00| 2.42000 2192.52 2/C #16 AWG PEDESTRIAN PUSHBUTTON | | | LEAD-IN CABLE | | | 0605 A079.20 1810.000 m | 5.40000 9774.00| 6.00000 10860.00| 5.25000 9502.50 COAX CABLE | | | 0606 A079.50 479.000 m | 3.69000 1767.51| 2.20000 1053.80| 2.02000 967.58 GROUNDING CONDUCTOR | | | 0607 A079.55 240.000 m | 3.69000 885.60| 3.00000 720.00| 2.53000 607.20 SERVICE CABLE | | | 0608 A080.15 1264.200 m | 4.69000 5929.10| 3.50000 4424.70| 3.23000 4083.37 STREET LIGHTING CABLE, NO. 4 USE | | | 0609 A080.17 6350.000 m | 5.02000 31877.00| 4.75000 30162.50| 4.39000 27876.50 STREET LIGHTING CABLE, NO. 3 USE | | | 0610 A080.28 117.000 m | 5.29000 618.93| 8.00000 936.00| 7.07000 827.19 STREET LIGHTING CABLE, NO. 6 3/C | | | 0611 A080.30 2110.100 m | 3.25000 6857.83| 3.00000 6330.30| 2.53000 5338.55 STREET LIGHTING CABLE, NO. 8 BARE | | | 0612 A080.32 38804.400 m | 3.36000 130382.78| 3.00000 116413.20| 2.63000 102055.57 STREET LIGHTING CABLE, NO. 8 USE | | | 0613 A080.35 463.500 m | 3.09000 1432.22| 2.25000 1042.88| 2.02000 936.27 STREET LIGHTING CABLE, NO. 10 USE | | | 0614 A080.38 9838.600 m | 3.03000 29810.96| 2.00000 19677.20| 1.87000 18398.18 STREET LIGHTING CABLE, NO. 10 BARE | | | 0615 A080.45 6775.300 m | 2.26000 15312.18| 1.60000 10840.48| 1.46000 9891.94 STREET LIGHTING CABLE, NO. 12 BARE | | | 0616 A080.49 12829.400 m | 1.98000 25402.21| 1.55000 19885.57| 1.41000 18089.45 STREET LIGHTING CABLE, NO. 12 USE | | | 0617 A081.00 4684.000 m | 3.64000 17049.76| 3.25000 15223.00| 3.03000 14192.52 6 PAIR COMMUNICATION CABLE | | | 0618 A081.10 1810.000 m | 2.54000 4597.40| 3.00000 5430.00| 2.83000 5122.30 2 PAIR COMMUNICATION CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -37 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0619 A401.03 4.000 EACH| 882.00000 3528.00| 4625.00000 18500.00| 4292.93000 17171.72 MODIFY TEMPORARY TRAFFIC SIGNAL | | | 0620 A500.20 2.000 EACH| 1042.00000 2084.00| 2500.00000 5000.00| 2297.98000 4595.96 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0621 A510.00 4.000 EACH| 182.00000 728.00| 260.00000 1040.00| 242.43000 969.72 INSTALL LUMINAIRE | | | 0622 A600.00 43.000 EACH| 148.86000 6400.98| 435.00000 18705.00| 404.04000 17373.72 REMOVE LIGHTING UNIT | | | 0623 A610.00 1.000 EACH| 5458.00000 5458.00| 5400.00000 5400.00| 5050.51000 5050.51 REMOVE TRAFFIC SIGNAL AT 120th & DODGE | | | 0624 A610.01 1.000 EACH| 3198.00000 3198.00| 4900.00000 4900.00| 4545.45000 4545.45 REMOVE TRAFFIC SIGNAL AT 120th & WEBSTE | | | 0625 A610.02 1.000 EACH| 3694.00000 3694.00| 5700.00000 5700.00| 5252.53000 5252.53 REMOVE TRAFFIC SIGNAL AT 114th & DODGE | | | 0626 A610.03 1.000 EACH| 2646.00000 2646.00| 2200.00000 2200.00| 2020.20000 2020.20 REMOVE TRAFFIC SIGNAL AT SOUTH BRIDGE | | | ROAD & DODGE | | | 0627 A620.02 5.000 EACH| 165.00000 825.00| 500.00000 2500.00| 454.55000 2272.75 REMOVE LIGHTING CONTROL CENTER | | | 0628 A630.04 7.000 EACH| 3584.00000 25088.00| 2800.00000 19600.00| 2626.26000 18383.82 REMOVE HIGH MAST LIGHTING UNIT | | | 0629 A779.49 3.000 EACH| 17345.00000 52035.00| 13000.00000 39000.00| 12121.21000 36363.63 SURVEILLANCE CAMERA SYSTEM | | | 0630 A779.51 LUMP| 28577.00000 28577.00| 31100.00000 31100.00| 28888.89000 28888.89 WIDE-AREA VIDEO VEHICLE DETECTION | | | SYSTEM AT 120th & DODGE | | | 0631 A779.52 LUMP| 30635.00000 30635.00| 31200.00000 31200.00| 28888.89000 28888.89 WIDE-AREA VIDEO VEHICLE DETECTION | | | SYSTEM AT 120th & WEBSTER(TEMPORARY) | | | 0632 A779.53 LUMP| 30806.00000 30806.00| 20000.00000 20000.00| 18181.82000 18181.82 WIDE-AREA VIDEO VEHICLE DETECTION | | | SYSTEM AT 114th & DODGE(TEMPORARY) | | | 0633 A779.55 LUMP| 16510.00000 16510.00| 18500.00000 18500.00| 17070.71000 17070.71 WIDE-AREA VIDEO VEHICLE DETECTION | | | SYSTEM AT NORTH BRIDGE ROAD & DODGE | | | 0634 A779.57 LUMP| 16510.00000 16510.00| 18600.00000 18600.00| 17222.22000 17222.22 WIDE-AREA VIDEO VEHICLE DETECTION | | | SYSTEM AT SOUTH BRIDGE ROAD & DODGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -38 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0635 A779.58 LUMP| 5114.00000 5114.00| 31000.00000 31000.00| 28888.89000 28888.89 WIDE-AREA VIDEO VEHICLE DETECTION | | | SYSTEM AT 120th & WEBSTER | | | 0636 A779.59 LUMP| 5395.00000 5395.00| 31000.00000 31000.00| 28888.89000 28888.89 WIDE-AREA VIDEO VEHICLE DETECTION | | | SYSTEM AT 114th & DODGE | | | 0637 A780.00 1.000 EACH| 21973.00000 21973.00| 35000.00000 35000.00| 32121.21000 32121.21 TEMPORARY LIGHTING SYSTEM, TYPE A | | | 0638 A780.02 1.000 EACH| 20894.00000 20894.00| 35000.00000 35000.00| 31818.18000 31818.18 TEMPORARY LIGHTING SYSTEM, TYPE B | | | 0639 A780.04 1.000 EACH| 26010.00000 26010.00| 38500.00000 38500.00| 35757.58000 35757.58 TEMPORARY LIGHTING SYSTEM, TYPE C | | | 0640 A780.05 1.000 EACH| 18839.00000 18839.00| 31000.00000 31000.00| 28686.87000 28686.87 TEMPORARY LIGHTING SYSTEM TYPE D | | | 0641 A780.06 1.000 EACH| 26574.00000 26574.00| 42500.00000 42500.00| 39393.94000 39393.94 TEMPORARY LIGHTING SYSTEM TYPE E | | | 0642 A780.07 1.000 EACH| 29518.00000 29518.00| 43250.00000 43250.00| 40101.01000 40101.01 TEMPORARY LIGHTING SYSTEM TYPE F | | | 0643 A800.70 1595.000 DAY | 11.30000 18023.50| 13.00000 20735.00| 12.12000 19331.40 MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 2,524,812.67| $ 2,407,581.32| $ 2,355,936.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 8C SIGNING | | | 0644 0030.82 LUMP| 15988.00000 15988.00| 11000.00000 11000.00| 50000.00000 50000.00 MOBILIZATION | | | 0645 7312.00 1.000 EACH| 23453.00000 23453.00| 34000.00000 34000.00| 32505.05000 32505.05 OVERHEAD SIGN SUPPORT, LOCATION 1 | | | 0646 7312.01 1.000 EACH| 44877.00000 44877.00| 41000.00000 41000.00| 37535.35000 37535.35 OVERHEAD SIGN SUPPORT, LOCATION 2 | | | 0647 7312.02 1.000 EACH| 43935.00000 43935.00| 47000.00000 47000.00| 42915.15000 42915.15 OVERHEAD SIGN SUPPORT, LOCATION 3 | | | 0648 7312.03 1.000 EACH| 46824.00000 46824.00| 43700.00000 43700.00| 40000.00000 40000.00 OVERHEAD SIGN SUPPORT, LOCATION 4 | | | 0649 7312.04 1.000 EACH| 30653.00000 30653.00| 30000.00000 30000.00| 28888.89000 28888.89 OVERHEAD SIGN SUPPORT, LOCATION 5 | | | 0650 7312.05 1.000 EACH| 33074.00000 33074.00| 29000.00000 29000.00| 27979.80000 27979.80 OVERHEAD SIGN SUPPORT, LOCATION 6 | | | 0651 7312.06 1.000 EACH| 35946.00000 35946.00| 46000.00000 46000.00| 42424.24000 42424.24 OVERHEAD SIGN SUPPORT, LOCATION 7 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -39 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0652 7312.07 1.000 EACH| 20669.00000 20669.00| 23000.00000 23000.00| 22020.20000 22020.20 OVERHEAD SIGN SUPPORT, LOCATION 8 | | | 0653 7312.08 1.000 EACH| 64300.00000 64300.00| 78000.00000 78000.00| 70707.07000 70707.07 OVERHEAD SIGN SUPPORT, LOCATION 9 | | | 0654 7312.09 1.000 EACH| 31850.00000 31850.00| 35000.00000 35000.00| 33535.35000 33535.35 OVERHEAD SIGN SUPPORT, LOCATION 10 | | | 0655 7312.10 1.000 EACH| 35533.00000 35533.00| 39000.00000 39000.00| 37373.74000 37373.74 OVERHEAD SIGN SUPPORT, LOCATION 11 | | | 0656 7312.11 1.000 EACH| 30080.00000 30080.00| 27000.00000 27000.00| 26182.83000 26182.83 OVERHEAD SIGN SUPPORT, LOCATION 12 | | | 0657 7312.12 1.000 EACH| 28051.00000 28051.00| 25000.00000 25000.00| 23838.38000 23838.38 OVERHEAD SIGN SUPPORT, LOCATION 13 | | | 0658 7312.13 1.000 EACH| 34320.00000 34320.00| 37000.00000 37000.00| 35353.54000 35353.54 OVERHEAD SIGN SUPPORT, LOCATION 14 | | | 0659 7312.14 1.000 EACH| 74472.00000 74472.00| 79000.00000 79000.00| 70707.07000 70707.07 OVERHEAD SIGN SUPPORT, LOCATION 15 | | | 0660 7322.01 383.266 m2 | 292.20000 111990.33| 150.00000 57489.90| 144.45000 55362.77 TYPE B SIGN | | | 0661 A010.08 32.000 EACH| 628.50000 20112.00| 735.00000 23520.00| 707.07000 22626.24 LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 726,127.33| $ 705,709.90| $ 699,955.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 10 GENERAL ITEMS | | | 0662 0001.08 1180348.000 BDAY| 0.32000 377711.36| 0.29000 342300.92| 0.29000 342300.92 BARRICADE, TYPE II | | | 0663 0001.10 172106.000 BDAY| 1.28000 220295.68| 1.17000 201364.02| 1.16000 199642.96 BARRICADE, TYPE III | | | 0664 0001.75 16284.000 EACH| 2.21000 35987.64| 2.10000 34196.40| 2.00000 32568.00 TEMPORARY SIGN DAY | | | 0665 0001.90 182908.000 EACH| 0.29000 53043.32| 0.27000 49385.16| 0.26000 47556.08 SIGN DAY | | | 0666 0001.99 130876.000 EACH| 0.53000 69364.28| 0.50000 65438.00| 0.48000 62820.48 CONTRACTOR FURNISHED SIGN DAY | | | 0667 0002.30 3522.000 m | 0.88000 3099.36| 0.90000 3169.80| 0.80000 2817.60 PAVEMENT MARKING REMOVAL | | | 0668 0002.44 99498.000 m | 0.69000 68653.62| 0.68000 67658.64| 0.63000 62683.74 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0669 0002.47 99498.000 m | 0.36000 35819.28| 0.36000 35819.28| 0.33000 32834.34 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -40 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 0002.85 212.000 EACH| 21.57000 4572.84| 22.00000 4664.00| 19.56000 4146.72 TUBULAR POST | | | 0671 0002.97 4800.000 DAY | 30.87000 148176.00| 29.00000 139200.00| 28.00000 134400.00 FLASHING ARROW PANEL | | | 0672 0003.06 11165.000 DAY | 5.07000 56606.55| 5.00000 55825.00| 4.60000 51359.00 CHANGEABLE MESSAGE SIGN | | | 0673 0003.10 100.000 DAY | 388.18000 38818.00| 400.00000 40000.00| 250.00000 25000.00 FLAGGING | | | 0674 0003.50 381.000 m | 160.49000 61146.69| 102.00000 38862.00| 307.61000 117199.41 CONCRETE PROTECTION BARRIER | | | 0675 0003.51 1953.000 m | 16.81000 32829.93| 44.00000 85932.00| 85.72000 167411.16 INSTALL CONCRETE PROTECTION BARRIER | | | 0676 0003.56 4072.000 m | 13.83000 56315.76| 14.00000 57008.00| 12.48000 50818.56 RELOCATE CONCRETE PROTECTION BARRIER | | | 0677 0003.57 2.000 EACH| 882.00000 1764.00| 900.00000 1800.00| 800.00000 1600.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0678 0003.58 3.000 EACH| 3562.00000 10686.00| 3600.00000 10800.00| 3230.00000 9690.00 INERTIAL BARRIER SYSTEM | | | 0679 0005.10 1595.000 DAY | 86.01000 137185.95| 82.00000 130790.00| 78.00000 124410.00 TRAFFIC CONTROL MANAGEMENT | | | 0680 0010.04 1.000 EACH| 13507.00000 13507.00| 20000.00000 20000.00| 100000.00000 100000.00 FIELD OFFICE | | | 0681 0020.00 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 TRAINING | | | 0682 0030.00 LUMP| 1.00000 1.00| 180000.00000 180000.00| 350000.00000 350000.00 MOBILIZATION | | | 0683 1017.00 8.490 LS | 596308.00000 596308.00| 1000000.00000 1000000.00| 1500000.00000 1500000.00 CONSTRUCTION STAKING AND SURVEYING | | | 0684 6602.31 631.000 LS | 6231.00000 6231.00| 15000.00000 15000.00| 23695.96000 23695.96 CONCRETE COATING AT STA. 3001+22.745 | | | 0685 7019.64 5.000 EACH| 12516.00000 62580.00| 13750.00000 68750.00| 13353.05000 66765.25 TEMPORARY IMPACT ATTENUATOR | | | 0686 7019.65 4.000 EACH| 1246.00000 4984.00| 2200.00000 8800.00| 2693.15000 10772.60 RELOCATE IMPACT ATTENUATOR | | | 0687 7110.00 1450.000 m | 6.11000 8859.50| 7.25000 10512.50| 6.70000 9715.00 TEMPORARY FENCE | | | 0688 9110.01 150.000 HOUR| 100.10000 15015.00| 140.00000 21000.00| 100.00000 15000.00 RENTAL OF LOADER, FULLY OPERATED | | | 0689 9110.02 10.000 HOUR| 93.00000 930.00| 175.00000 1750.00| 100.00000 1000.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : F10 -41 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 2901X COUNTIES : DOUGLAS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1276 |( 3 ) 3811 |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. |FRU-CON CONSTRUCTION CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 9110.03 150.000 HOUR| 82.70000 12405.00| 60.00000 9000.00| 60.00000 9000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0691 9110.07 150.000 HOUR| 126.80000 19020.00| 75.00000 11250.00| 50.00000 7500.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0692 9110.27 150.000 HOUR| 136.49000 20473.50| 150.00000 22500.00| 110.00000 16500.00 RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | 0693 L022.75 100.000 m | 19.30000 1930.00| 20.00000 2000.00| 5.00000 500.00 TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 2,178,320.26| $ 2,738,775.72| $ 3,583,707.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 62,989,885.97| $ 72,739,552.72| $ 82,706,614.70 ====================================================================================================================================
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