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05/23/2003
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May 22, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : 2 VENDOR RANKING CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : TMT-77(37) 108TH ST - PAPILLION WEST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2182 WBE COMPANY, INC. $ 3,299,003.92 100.0000% 2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 3,438,922.79 104.2412% 3 0049 HAWKINS CONSTRUCTION COMPANY $ 3,463,624.98 104.9900% 4 2860 COMMERCIAL CONSTRUCTION, INC. $ 3,491,426.61 105.8328% 5 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 3,970,736.86 120.3617% 6 0880 CHRISTENSEN BROS., INC. $ 3,982,386.86 120.7148% 7 1276 KIEWIT WESTERN CO. $ 3,985,165.45 120.7991% NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -3 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0103 |( 3 ) 0049 |WBE COMPANY, INC. |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPANY 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| 130000.00000 130000.00| 40000.00000 40000.00| 47034.00000 47034.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 544.00000 544.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 30000.00000 30000.00| 19000.00000 19000.00| 8481.00000 8481.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 3360.000 kL | 0.01000 33.60| 0.58000 1948.80| 0.54000 1814.40 WATER | | | 0005 1012.00 20.000 EACH| 45.00000 900.00| 70.00000 1400.00| 65.24000 1304.80 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 167983.000 m3 | 3.59000 603058.97| 3.80000 638335.40| 3.91000 656813.53 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1043.50 43.000 m2 | 2.39000 102.77| 12.50000 537.50| 1.90000 81.70 RIPRAP FILTER FABRIC | | | 0008 1101.00 6898.000 m2 | 2.20000 15175.60| 4.30000 29661.40| 4.02000 27729.96 REMOVE PAVEMENT | | | 0009 1101.25 366.300 m | 8.20000 3003.66| 8.20000 3003.66| 8.20000 3003.66 SAWING PAVEMENT | | | 0010 1102.00 1643.000 m2 | 2.85000 4682.55| 4.00000 6572.00| 3.48000 5717.64 REMOVE ASPHALT SURFACE | | | 0011 1106.00 1386.000 m2 | 2.00000 2772.00| 4.30000 5959.80| 4.02000 5571.72 REMOVE DRIVEWAY | | | 0012 1107.00 297.000 m2 | 0.01000 2.97| 4.30000 1277.10| 4.02000 1193.94 REMOVE WALK | | | 0013 1112.00 2.000 EACH| 25.00000 50.00| 35.00000 70.00| 33.00000 66.00 REMOVE HEADER | | | 0014 1122.01 183.000 m2 | 2.00000 366.00| 6.00000 1098.00| 5.33000 975.39 REMOVE CONCRETE MEDIAN SURFACING | | | 0015 1133.00 56.900 m | 132.00000 7510.80| 50.00000 2845.00| 41.32000 2351.11 REMOVE TRACK | | | 0016 1300.24 16.000 m | 66.00000 1056.00| 100.00000 1600.00| 63.07000 1009.12 600 mm DRIVEWAY CULVERT PIPE | | | 0017 1600.00 LUMP| 8900.00000 8900.00| 7500.00000 7500.00| 7655.00000 7655.00 MONITORING INSTRUMENTATION | | | 0018 4035.00 2.000 EACH| 24.00000 48.00| 230.00000 460.00| 217.00000 434.00 REMOVE FLARED-END SECTION | | | 0019 6105.02 41.000 Mg | 20.94000 858.54| 60.00000 2460.00| 28.67000 1175.47 ROCK RIPRAP, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -4 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0103 |( 3 ) 0049 |WBE COMPANY, INC. |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L006.00 3.000 ha | 190.00000 570.00| 210.00000 630.00| 272.00000 816.00 COVER CROP SEEDING | | | 0021 L020.01 2663.000 m2 | 5.50000 14646.50| 6.00000 15978.00| 7.61000 20265.43 EROSION CONTROL, TYPE A | | | 0022 L020.09 138.000 m2 | 10.50000 1449.00| 12.00000 1656.00| 13.05000 1800.90 EROSION CONTROL, TYPE AAA | | | 0023 L021.01 145.000 BALE| 20.00000 2900.00| 22.00000 3190.00| 19.57000 2837.65 EROSION CHECKS, TYPE A | | | 0024 L022.11 591.000 m | 6.00000 3546.00| 7.00000 4137.00| 7.61000 4497.51 FABRIC SILT FENCE-LOW POROSITY | | | 0025 L022.14 30.000 m | 7.50000 225.00| 8.50000 255.00| 7.61000 228.30 FABRIC SILT FENCE-LOW PROFILE LOW | | | POROSITY | | | SECTION TOTALS | $ 832,457.96| $ 790,174.66| $ 803,402.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0026 0030.30 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| 105251.00000 105251.00 MOBILIZATION | | | 0027 2010.03 22.000 Mg | 18.73000 412.06| 45.00000 990.00| 21.41000 471.02 CRUSHED ROCK SURFACE COURSE | | | 0028 3008.05 91.000 EACH| 2.00000 182.00| 7.50000 682.50| 3.77000 343.07 TIE BARS | | | 0029 3014.12 22.000 m | 39.60000 871.20| 50.00000 1100.00| 42.27000 929.94 COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0030 3016.21 3743.000 m2 | 22.50000 84217.50| 26.00000 97318.00| 19.80000 74111.40 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0031 3017.40 2627.000 m2 | 25.75000 67645.25| 27.00000 70929.00| 18.10000 47548.70 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0032 3020.24 130.000 m2 | 33.09000 4301.70| 39.00000 5070.00| 33.15000 4309.50 CONCRETE CLASS 47B-25 DRIVEWAY 230mm | | | 0033 3020.26 1226.000 m2 | 29.30000 35921.80| 35.00000 42910.00| 28.55000 35002.30 CONCRETE CLASS 47B-25 DRIVEWAY 180mm | | | 0034 3070.12 0.940 m3 | 140.00000 131.60| 110.00000 103.40| 278.52000 261.81 CONCRETE FOR HEADERS, CLASS 47B-25 | | | 0035 3075.42 23823.000 m2 | 27.50000 655132.50| 24.00000 571752.00| 27.03000 643935.69 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0036 4015.00 5.000 EACH| 120.00000 600.00| 150.00000 750.00| 86.00000 430.00 ADJUST MANHOLE TO GRADE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -5 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0103 |( 3 ) 0049 |WBE COMPANY, INC. |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 7500.32 6.000 EACH| 185.00000 1110.00| 210.00000 1260.00| 201.00000 1206.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0038 7502.14 728.000 m | 8.81000 6413.68| 10.00000 7280.00| 9.58000 6974.24 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0039 7503.14 1092.000 m | 8.81000 9620.52| 10.00000 10920.00| 9.58000 10461.36 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0040 9009.75 582.000 m2 | 36.67000 21341.94| 50.00000 29100.00| 49.69000 28919.58 TEMPORARY SURFACING | | | 0041 9111.00 419.000 kL | 1.00000 419.00| 3.10000 1298.90| 1.04000 435.76 WATER | | | 0042 9170.00 25.540 StaM| 495.00000 12642.30| 500.00000 12770.00| 543.67000 13885.33 EARTH SHOULDER CONSTRUCTION | | | 0043 9173.20 25179.000 m2 | 1.00000 25179.00| 2.05000 51616.95| 1.01000 25430.79 SUBGRADE PREPARATION | | | 0044 9179.24 6.480 StaM| 2996.50000 19417.32| 2000.00000 12960.00| 1848.00000 11975.04 COLD MILLING, CLASS 4 | | | 0045 L001.02 3.000 ha | 1650.00000 4950.00| 1800.00000 5400.00| 1881.00000 5643.00 SEEDING, TYPE B | | | 0046 L010.00 4095.000 m2 | 4.15000 16994.25| 4.70000 19246.50| 8.70000 35626.50 SODDING | | | 0047 L032.75 15.000 Mg | 75.00000 1125.00| 85.00000 1275.00| 86.99000 1304.85 MULCH | | | 0048 W600.03 1.000 EACH| 90.00000 90.00| 30.00000 30.00| 44.00000 44.00 ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 988,718.62| $ 974,762.25| $ 1,054,500.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0049 0030.40 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 7575.00000 7575.00 MOBILIZATION | | | 0050 1117.00 3.000 EACH| 290.00000 870.00| 220.00000 660.00| 147.00000 441.00 REMOVE MANHOLE | | | 0051 1119.00 8.000 EACH| 195.00000 1560.00| 220.00000 1760.00| 147.00000 1176.00 REMOVE INLET | | | 0052 4002.00 2904.000 kg | 3.60000 10454.40| 2.85000 8276.40| 2.37000 6882.48 CAST IRON COVER AND FRAME | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -6 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0103 |( 3 ) 0049 |WBE COMPANY, INC. |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 4004.50 360.000 kg | 3.60000 1296.00| 3.50000 1260.00| 2.16000 777.60 CAST IRON GRATE AND FRAME | | | 0054 4005.00 624.000 kg | 3.60000 2246.40| 3.00000 1872.00| 1.72000 1073.28 CAST IRON RING AND COVER | | | 0055 4015.50 1.000 EACH| 720.00000 720.00| 2800.00000 2800.00| 246.00000 246.00 RECONSTRUCT MANHOLE | | | 0056 4016.00 1.000 EACH| 1750.00000 1750.00| 3000.00000 3000.00| 3484.00000 3484.00 MANHOLE AT STA. 8+91.72 RT. | | | 0057 4016.01 1.000 EACH| 1750.00000 1750.00| 2000.00000 2000.00| 1206.00000 1206.00 MANHOLE AT STA. 9+69.11 RT. | | | 0058 4016.02 1.000 EACH| 1750.00000 1750.00| 2800.00000 2800.00| 3072.00000 3072.00 MANHOLE AT STA. 9+67.72 RT. | | | 0059 4016.03 1.000 EACH| 1750.00000 1750.00| 2700.00000 2700.00| 2969.00000 2969.00 MANHOLE AT STA. 9+88.00 RT. | | | 0060 4016.04 1.000 EACH| 1750.00000 1750.00| 1800.00000 1800.00| 1128.00000 1128.00 MANHOLE AT STA. 9+87.66 LT. | | | 0061 4016.05 1.000 EACH| 1750.00000 1750.00| 1800.00000 1800.00| 1266.00000 1266.00 MANHOLE AT STA. 12+60.26 RT. | | | 0062 4016.06 1.000 EACH| 1750.00000 1750.00| 1800.00000 1800.00| 1247.00000 1247.00 MANHOLE AT STA. 12+97.51 RT. | | | 0063 4035.00 2.000 EACH| 24.00000 48.00| 280.00000 560.00| 27.00000 54.00 REMOVE FLARED-END SECTION | | | 0064 4043.50 301.300 m | 19.00000 5724.70| 25.00000 7532.50| 14.67000 4420.07 REMOVE SEWER PIPE | | | 0065 4050.01 124.000 m3 | 30.00000 3720.00| 10.00000 1240.00| 0.03000 3.72 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0066 4100.06 2.520 m3 | 380.00000 957.60| 440.00000 1108.80| 526.00000 1325.52 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0067 4105.58 119.870 m3 | 380.00000 45550.60| 490.00000 58736.30| 463.56000 55566.94 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0068 4107.07 1.680 m3 | 380.00000 638.40| 660.00000 1108.80| 545.00000 915.60 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0069 4130.06 0.310 m3 | 380.00000 117.80| 4010.00000 1243.10| 4243.23000 1315.40 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -7 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0103 |( 3 ) 0049 |WBE COMPANY, INC. |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4150.00 115.000 kg | 1.96000 225.40| 1.10000 126.50| 0.44000 50.60 REINFORCING STEEL FOR HEADWALL | | | 0071 4155.50 4832.000 kg | 1.90000 9180.80| 1.20000 5798.40| 0.44000 2126.08 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0072 4157.00 79.000 kg | 1.90000 150.10| 2.20000 173.80| 0.44000 34.76 REINFORCING STEEL FOR COLLARS | | | 0073 4300.30 30.000 m | 121.96000 3658.80| 64.00000 1920.00| 90.73000 2721.90 750 mm CULVERT PIPE | | | 0074 4460.18 1.000 EACH| 310.00000 310.00| 650.00000 650.00| 333.00000 333.00 450 mm CONCRETE FLARED-END SECTION | | | 0075 4460.24 1.000 EACH| 310.00000 310.00| 750.00000 750.00| 370.00000 370.00 600 mm CONCRETE FLARED-END SECTION | | | 0076 4460.48 1.000 EACH| 900.00000 900.00| 1500.00000 1500.00| 981.00000 981.00 1200 mm CONCRETE FLARED-END SECTION | | | 0077 4600.15 138.500 m | 90.00000 12465.00| 65.00000 9002.50| 59.10000 8185.35 375 mm REINFORCED CONCRETE SEWER PIPE | | | 0078 4600.18 1170.800 m | 90.00000 105372.00| 80.00000 93664.00| 66.93000 78361.64 450 mm REINFORCED CONCRETE SEWER PIPE | | | 0079 4600.24 216.000 m | 99.00000 21384.00| 110.00000 23760.00| 91.96000 19863.36 600 mm REINFORCED CONCRETE SEWER PIPE | | | 0080 4600.30 242.500 m | 122.00000 29585.00| 150.00000 36375.00| 122.00000 29585.00 750 mm REINFORCED CONCRETE SEWER PIPE | | | 0081 4600.36 29.000 m | 198.00000 5742.00| 190.00000 5510.00| 178.32000 5171.28 900 mm REINFORCED CONCRETE SEWER PIPE | | | 0082 4600.42 57.500 m | 260.00000 14950.00| 230.00000 13225.00| 208.03000 11961.73 1050 mm REINFORCED CONCRETE SEWER PIPE | | | 0083 4600.48 156.000 m | 280.00000 43680.00| 280.00000 43680.00| 277.02000 43215.12 1200 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 339,067.00| $ 355,193.10| $ 299,105.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 6+70.834 3-SPANS(2-15.0M,1-28.7M)W/2-1.685M SIDEWALKS & 4.90M MEDIAN | | | 0084 0030.60 LUMP| 99000.00000 99000.00| 25000.00000 25000.00| 122188.00000 122188.00 MOBILIZATION | | | 0085 3050.15 291.800 m3 | 179.39000 52346.00| 260.00000 75868.00| 184.85000 53939.23 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0086 3051.10 21552.000 kg | 1.10000 23707.20| 1.20000 25862.40| 1.11000 23922.72 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -8 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0103 |( 3 ) 0049 |WBE COMPANY, INC. |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 6000.10 495.000 LS | 1.00000 1.00| 7500.00000 7500.00| 53462.00000 53462.00 ABUTMENT NO.1 EXCAVATION | | | 0088 6000.11 651.000 LS | 1.00000 1.00| 7500.00000 7500.00| 48462.00000 48462.00 ABUTMENT NO.2 EXCAVATION | | | 0089 6000.20 108.000 LS | 1.00000 1.00| 23000.00000 23000.00| 43698.00000 43698.00 PIER NO.1 EXCAVATION | | | 0090 6000.21 142.000 LS | 1.00000 1.00| 23000.00000 23000.00| 44352.00000 44352.00 PIER NO.2 EXCAVATION | | | 0091 6005.78 22.000 EACH| 1021.00000 22462.00| 1100.00000 24200.00| 980.10000 21562.20 EXPANSION BEARING, TFE TYPE | | | 0092 6005.83 44.000 EACH| 303.47000 13352.68| 235.00000 10340.00| 243.49000 10713.56 FIXED BEARING | | | 0093 6010.22 502.500 m3 | 327.00000 164317.50| 340.00000 170850.00| 266.61000 133971.53 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0094 6010.26 499.700 m3 | 287.19000 143508.84| 350.00000 174895.00| 239.44000 119648.17 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0095 6011.11 281.900 LS | 239895.83000 239895.83| 256000.00000 256000.00| 233758.00000 233758.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 6+70.834 | | | 0096 6095.00 30.000 EACH| 425.00000 12750.00| 310.00000 9300.00| 387.70000 11631.00 STEEL DIAPHRAGM | | | 0097 6107.00 1150.300 m2 | 47.82000 55007.35| 60.00000 69018.00| 34.31000 39466.79 CONCRETE SLOPE PROTECTION | | | 0098 6131.50 92728.000 kg | 1.10000 102000.80| 1.10000 102000.80| 1.11000 102928.08 EPOXY COATED REINFORCING STEEL | | | 0099 6139.50 274.000 m2 | 22.61000 6195.14| 28.00000 7672.00| 39.87000 10924.38 SUBSURFACE DRAINAGE MATTING | | | 0100 6210.12 2045.800 m | 45.93000 93963.59| 54.00000 110473.20| 40.63000 83120.85 HP 250 mm X 62 kg STEEL PILING | | | 0101 6401.00 143.200 m | 88.68000 12698.98| 115.00000 16468.00| 111.42000 15955.34 PEDESTRIAN BARRIER RAIL | | | 0102 6404.16 131.000 m | 180.11000 23594.41| 185.00000 24235.00| 173.97000 22790.07 1.8 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE) | | | 0103 6610.45 56.800 m | 426.50000 24225.20| 310.00000 17608.00| 358.40000 20357.12 STRIP SEALS | | | 0104 8091.00 693.000 m3 | 10.28000 7124.04| 30.00000 20790.00| 14.64000 10145.52 GRANULAR BACKFILL | | | 0105 A069.13 60.000 m | 131.24000 7874.40| 350.00000 21000.00| 125.05000 7503.00 100 mm CONDUIT ON STRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -9 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0103 |( 3 ) 0049 |WBE COMPANY, INC. |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 A070.22 66.000 m | 32.80000 2164.80| 190.00000 12540.00| 93.52000 6172.32 100 mm CONDUIT IN TRENCH | | | SECTION TOTALS | $ 1,106,192.76| $ 1,235,120.40| $ 1,240,671.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0107 0030.70 LUMP| 1.00000 1.00| 500.00000 500.00| 435.00000 435.00 MOBILIZATION | | | 0108 7011.20 80.000 m | 45.00000 3600.00| 45.00000 3600.00| 43.49000 3479.20 W-BEAM GUARDRAIL | | | 0109 7020.00 2.000 EACH| 966.00000 1932.00| 1500.00000 3000.00| 1414.00000 2828.00 BRIDGE APPROACH SECTIONS | | | 0110 7021.58 2.000 EACH| 1206.00000 2412.00| 1300.00000 2600.00| 1305.00000 2610.00 GUARDRAIL END TREATMENT, SRT-75 | | | SECTION TOTALS | $ 7,945.00| $ 9,700.00| $ 9,352.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0111 0001.08 3500.000 BDAY| 0.50000 1750.00| 0.50000 1750.00| 0.50000 1750.00 BARRICADE, TYPE II | | | 0112 0001.10 10506.000 BDAY| 0.85000 8930.10| 0.99000 10400.94| 0.92000 9665.52 BARRICADE, TYPE III | | | 0113 0001.90 6924.000 EACH| 0.52000 3600.48| 0.61000 4223.64| 0.57000 3946.68 SIGN DAY | | | 0114 0001.99 2468.000 EACH| 0.75000 1851.00| 0.85000 2097.80| 0.82000 2023.76 CONTRACTOR FURNISHED SIGN DAY | | | 0115 0003.10 190.000 DAY | 1.00000 190.00| 210.00000 39900.00| 145.72000 27686.80 FLAGGING | | | 0116 0010.04 1.000 EACH| 2500.00000 2500.00| 3200.00000 3200.00| 6470.00000 6470.00 FIELD OFFICE | | | 0117 0030.00 LUMP| 1.00000 1.00| 5000.00000 5000.00| 1.00000 1.00 MOBILIZATION | | | 0118 9110.01 20.000 HOUR| 100.00000 2000.00| 85.00000 1700.00| 59.30000 1186.00 RENTAL OF LOADER, FULLY OPERATED | | | 0119 9110.02 20.000 HOUR| 30.00000 600.00| 100.00000 2000.00| 64.74000 1294.80 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0120 9110.03 20.000 HOUR| 100.00000 2000.00| 70.00000 1400.00| 59.30000 1186.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0121 9110.06 20.000 HOUR| 60.00000 1200.00| 115.00000 2300.00| 69.09000 1381.80 RENTAL OF BACKHOE, FULLY OPERATED | | | SECTION TOTALS | $ 24,622.58| $ 73,972.38| $ 56,592.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,299,003.92| $ 3,438,922.79| $ 3,463,624.98 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -10 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 4 ) 2860 |( 5 ) 3606 |( 6 ) 0880 |COMMERCIAL CONSTRUCTION, IN |DOBSON BROTHERS CONSTRUCTIO |CHRISTENSEN BROS., INC. 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| 75000.00000 75000.00| 75000.00000 75000.00| 75000.00000 75000.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 350.00000 350.00| 515.00000 515.00| 500.00000 500.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 25000.00000 25000.00| 8034.00000 8034.00| 16000.00000 16000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 3360.000 kL | 3.00000 10080.00| 0.52000 1747.20| 0.50000 1680.00 WATER | | | 0005 1012.00 20.000 EACH| 65.00000 1300.00| 61.80000 1236.00| 60.00000 1200.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 167983.000 m3 | 3.54000 594659.82| 3.71000 623216.93| 3.70000 621537.10 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1043.50 43.000 m2 | 12.00000 516.00| 3.61000 155.23| 3.60000 154.80 RIPRAP FILTER FABRIC | | | 0008 1101.00 6898.000 m2 | 3.55000 24487.90| 3.81000 26281.38| 3.80000 26212.40 REMOVE PAVEMENT | | | 0009 1101.25 366.300 m | 8.20000 3003.66| 8.20000 3003.66| 8.20000 3003.66 SAWING PAVEMENT | | | 0010 1102.00 1643.000 m2 | 3.55000 5832.65| 3.30000 5421.90| 3.30000 5421.90 REMOVE ASPHALT SURFACE | | | 0011 1106.00 1386.000 m2 | 3.00000 4158.00| 3.81000 5280.66| 3.70000 5128.20 REMOVE DRIVEWAY | | | 0012 1107.00 297.000 m2 | 3.00000 891.00| 3.81000 1131.57| 3.70000 1098.90 REMOVE WALK | | | 0013 1112.00 2.000 EACH| 300.00000 600.00| 30.90000 61.80| 200.00000 400.00 REMOVE HEADER | | | 0014 1122.01 183.000 m2 | 3.00000 549.00| 5.05000 924.15| 6.00000 1098.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0015 1133.00 56.900 m | 25.00000 1422.50| 39.14000 2227.07| 38.00000 2162.20 REMOVE TRACK | | | 0016 1300.24 16.000 m | 45.00000 720.00| 59.74000 955.84| 58.00000 928.00 600 mm DRIVEWAY CULVERT PIPE | | | 0017 1600.00 LUMP| 10000.00000 10000.00| 8343.00000 8343.00| 10000.00000 10000.00 MONITORING INSTRUMENTATION | | | 0018 4035.00 2.000 EACH| 150.00000 300.00| 206.00000 412.00| 200.00000 400.00 REMOVE FLARED-END SECTION | | | 0019 6105.02 41.000 Mg | 25.00000 1025.00| 44.32000 1817.12| 38.00000 1558.00 ROCK RIPRAP, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -11 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 4 ) 2860 |( 5 ) 3606 |( 6 ) 0880 |COMMERCIAL CONSTRUCTION, IN |DOBSON BROTHERS CONSTRUCTIO |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L006.00 3.000 ha | 250.00000 750.00| 195.70000 587.10| 800.00000 2400.00 COVER CROP SEEDING | | | 0021 L020.01 2663.000 m2 | 7.00000 18641.00| 5.67000 15099.21| 7.00000 18641.00 EROSION CONTROL, TYPE A | | | 0022 L020.09 138.000 m2 | 12.00000 1656.00| 10.82000 1493.16| 12.00000 1656.00 EROSION CONTROL, TYPE AAA | | | 0023 L021.01 145.000 BALE| 18.00000 2610.00| 20.60000 2987.00| 18.00000 2610.00 EROSION CHECKS, TYPE A | | | 0024 L022.11 591.000 m | 7.00000 4137.00| 6.18000 3652.38| 7.00000 4137.00 FABRIC SILT FENCE-LOW POROSITY | | | 0025 L022.14 30.000 m | 7.00000 210.00| 7.73000 231.90| 7.00000 210.00 FABRIC SILT FENCE-LOW PROFILE LOW | | | POROSITY | | | SECTION TOTALS | $ 787,899.53| $ 789,815.26| $ 803,137.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0026 0030.30 LUMP| 107174.00000 107174.00| 75000.00000 75000.00| 52000.00000 52000.00 MOBILIZATION | | | 0027 2010.03 22.000 Mg | 21.75000 478.50| 28.25000 621.50| 30.00000 660.00 CRUSHED ROCK SURFACE COURSE | | | 0028 3008.05 91.000 EACH| 3.83000 348.53| 10.00000 910.00| 10.00000 910.00 TIE BARS | | | 0029 3014.12 22.000 m | 42.88000 943.36| 42.00000 924.00| 42.00000 924.00 COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0030 3016.21 3743.000 m2 | 20.10000 75234.30| 34.00000 127262.00| 23.00000 86089.00 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0031 3017.40 2627.000 m2 | 18.39000 48310.53| 30.55000 80254.85| 26.00000 68302.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0032 3020.24 130.000 m2 | 33.66000 4375.80| 38.55000 5011.50| 35.00000 4550.00 CONCRETE CLASS 47B-25 DRIVEWAY 230mm | | | 0033 3020.26 1226.000 m2 | 28.99000 35541.74| 28.65000 35124.90| 30.00000 36780.00 CONCRETE CLASS 47B-25 DRIVEWAY 180mm | | | 0034 3070.12 0.940 m3 | 282.61000 265.65| 45.00000 42.30| 45.00000 42.30 CONCRETE FOR HEADERS, CLASS 47B-25 | | | 0035 3075.42 23823.000 m2 | 27.44000 653703.12| 30.20000 719454.60| 30.20000 719454.60 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0036 4015.00 5.000 EACH| 88.00000 440.00| 195.00000 975.00| 200.00000 1000.00 ADJUST MANHOLE TO GRADE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -12 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 4 ) 2860 |( 5 ) 3606 |( 6 ) 0880 |COMMERCIAL CONSTRUCTION, IN |DOBSON BROTHERS CONSTRUCTIO |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 7500.32 6.000 EACH| 185.00000 1110.00| 190.55000 1143.30| 200.00000 1200.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0038 7502.14 728.000 m | 8.81000 6413.68| 9.07000 6602.96| 7.00000 5096.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0039 7503.14 1092.000 m | 8.81000 9620.52| 9.07000 9904.44| 7.00000 7644.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0040 9009.75 582.000 m2 | 57.45000 33435.90| 30.75000 17896.50| 36.00000 20952.00 TEMPORARY SURFACING | | | 0041 9111.00 419.000 kL | 1.06000 444.14| 4.12000 1726.28| 10.00000 4190.00 WATER | | | 0042 9170.00 25.540 StaM| 530.93000 13559.95| 515.00000 13153.10| 500.00000 12770.00 EARTH SHOULDER CONSTRUCTION | | | 0043 9173.20 25179.000 m2 | 1.03000 25934.37| 1.50000 37768.50| 1.50000 37768.50 SUBGRADE PREPARATION | | | 0044 9179.24 6.480 StaM| 1879.00000 12175.92| 2322.65000 15050.77| 1700.00000 11016.00 COLD MILLING, CLASS 4 | | | 0045 L001.02 3.000 ha | 1730.00000 5190.00| 1699.50000 5098.50| 1800.00000 5400.00 SEEDING, TYPE B | | | 0046 L010.00 4095.000 m2 | 8.00000 32760.00| 4.27000 17485.65| 8.00000 32760.00 SODDING | | | 0047 L032.75 15.000 Mg | 80.00000 1200.00| 77.25000 1158.75| 80.00000 1200.00 MULCH | | | 0048 W600.03 1.000 EACH| 45.00000 45.00| 95.00000 95.00| 100.00000 100.00 ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 1,068,705.01| $ 1,172,664.40| $ 1,110,808.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0049 0030.40 LUMP| 7678.00000 7678.00| 35000.00000 35000.00| 40000.00000 40000.00 MOBILIZATION | | | 0050 1117.00 3.000 EACH| 149.00000 447.00| 267.76000 803.28| 270.00000 810.00 REMOVE MANHOLE | | | 0051 1119.00 8.000 EACH| 149.00000 1192.00| 213.16000 1705.28| 215.00000 1720.00 REMOVE INLET | | | 0052 4002.00 2904.000 kg | 2.41000 6998.64| 4.09000 11877.36| 4.10000 11906.40 CAST IRON COVER AND FRAME | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -13 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 4 ) 2860 |( 5 ) 3606 |( 6 ) 0880 |COMMERCIAL CONSTRUCTION, IN |DOBSON BROTHERS CONSTRUCTIO |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 4004.50 360.000 kg | 2.20000 792.00| 3.43000 1234.80| 3.45000 1242.00 CAST IRON GRATE AND FRAME | | | 0054 4005.00 624.000 kg | 1.75000 1092.00| 2.87000 1790.88| 2.90000 1809.60 CAST IRON RING AND COVER | | | 0055 4015.50 1.000 EACH| 250.00000 250.00| 1175.00000 1175.00| 1200.00000 1200.00 RECONSTRUCT MANHOLE | | | 0056 4016.00 1.000 EACH| 3539.00000 3539.00| 8100.00000 8100.00| 8200.00000 8200.00 MANHOLE AT STA. 8+91.72 RT. | | | 0057 4016.01 1.000 EACH| 1225.00000 1225.00| 2300.00000 2300.00| 2300.00000 2300.00 MANHOLE AT STA. 9+69.11 RT. | | | 0058 4016.02 1.000 EACH| 3121.00000 3121.00| 6750.00000 6750.00| 6800.00000 6800.00 MANHOLE AT STA. 9+67.72 RT. | | | 0059 4016.03 1.000 EACH| 3016.00000 3016.00| 6750.00000 6750.00| 6800.00000 6800.00 MANHOLE AT STA. 9+88.00 RT. | | | 0060 4016.04 1.000 EACH| 1146.00000 1146.00| 2300.00000 2300.00| 2300.00000 2300.00 MANHOLE AT STA. 9+87.66 LT. | | | 0061 4016.05 1.000 EACH| 1286.00000 1286.00| 2900.00000 2900.00| 3000.00000 3000.00 MANHOLE AT STA. 12+60.26 RT. | | | 0062 4016.06 1.000 EACH| 1266.00000 1266.00| 2900.00000 2900.00| 3000.00000 3000.00 MANHOLE AT STA. 12+97.51 RT. | | | 0063 4035.00 2.000 EACH| 27.00000 54.00| 130.00000 260.00| 130.00000 260.00 REMOVE FLARED-END SECTION | | | 0064 4043.50 301.300 m | 14.87000 4480.33| 26.35000 7939.26| 27.00000 8135.10 REMOVE SEWER PIPE | | | 0065 4050.01 124.000 m3 | 0.03000 3.72| 8.11000 1005.64| 8.20000 1016.80 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0066 4100.06 2.520 m3 | 533.00000 1343.16| 886.50000 2233.98| 890.00000 2242.80 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0067 4105.58 119.870 m3 | 470.45000 56392.84| 747.50000 89602.83| 750.00000 89902.50 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0068 4107.07 1.680 m3 | 553.00000 929.04| 886.50000 1489.32| 890.00000 1495.20 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0069 4130.06 0.310 m3 | 4305.90000 1334.83| 713.15000 221.08| 720.00000 223.20 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -14 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 4 ) 2860 |( 5 ) 3606 |( 6 ) 0880 |COMMERCIAL CONSTRUCTION, IN |DOBSON BROTHERS CONSTRUCTIO |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4150.00 115.000 kg | 0.45000 51.75| 1.92000 220.80| 2.00000 230.00 REINFORCING STEEL FOR HEADWALL | | | 0071 4155.50 4832.000 kg | 0.45000 2174.40| 1.92000 9277.44| 2.00000 9664.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0072 4157.00 79.000 kg | 0.45000 35.55| 1.92000 151.68| 2.00000 158.00 REINFORCING STEEL FOR COLLARS | | | 0073 4300.30 30.000 m | 92.16000 2764.80| 136.73000 4101.90| 140.00000 4200.00 750 mm CULVERT PIPE | | | 0074 4460.18 1.000 EACH| 339.00000 339.00| 420.00000 420.00| 420.00000 420.00 450 mm CONCRETE FLARED-END SECTION | | | 0075 4460.24 1.000 EACH| 376.00000 376.00| 480.00000 480.00| 480.00000 480.00 600 mm CONCRETE FLARED-END SECTION | | | 0076 4460.48 1.000 EACH| 998.00000 998.00| 1250.00000 1250.00| 1300.00000 1300.00 1200 mm CONCRETE FLARED-END SECTION | | | 0077 4600.15 138.500 m | 60.03000 8314.16| 101.01000 13989.89| 102.00000 14127.00 375 mm REINFORCED CONCRETE SEWER PIPE | | | 0078 4600.18 1170.800 m | 67.98000 79590.98| 116.52000 136421.62| 117.00000 136983.60 450 mm REINFORCED CONCRETE SEWER PIPE | | | 0079 4600.24 216.000 m | 93.42000 20178.72| 148.20000 32011.20| 150.00000 32400.00 600 mm REINFORCED CONCRETE SEWER PIPE | | | 0080 4600.30 242.500 m | 123.95000 30057.88| 186.66000 45265.05| 190.00000 46075.00 750 mm REINFORCED CONCRETE SEWER PIPE | | | 0081 4600.36 29.000 m | 181.21000 5255.09| 255.20000 7400.80| 260.00000 7540.00 900 mm REINFORCED CONCRETE SEWER PIPE | | | 0082 4600.42 57.500 m | 211.41000 12156.08| 302.00000 17365.00| 305.00000 17537.50 1050 mm REINFORCED CONCRETE SEWER PIPE | | | 0083 4600.48 156.000 m | 281.50000 43914.00| 375.83000 58629.48| 380.00000 59280.00 1200 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 303,792.97| $ 515,323.57| $ 524,758.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 6+70.834 3-SPANS(2-15.0M,1-28.7M)W/2-1.685M SIDEWALKS & 4.90M MEDIAN | | | 0084 0030.60 LUMP| 125239.00000 125239.00| 133900.00000 133900.00| 145000.00000 145000.00 MOBILIZATION | | | 0085 3050.15 291.800 m3 | 187.66000 54759.19| 256.37000 74808.77| 220.00000 64196.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0086 3051.10 21552.000 kg | 1.13000 24353.76| 1.25000 26940.00| 1.10000 23707.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -15 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 4 ) 2860 |( 5 ) 3606 |( 6 ) 0880 |COMMERCIAL CONSTRUCTION, IN |DOBSON BROTHERS CONSTRUCTIO |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 6000.10 495.000 LS | 53583.00000 53583.00| 15450.00000 15450.00| 15000.00000 15000.00 ABUTMENT NO.1 EXCAVATION | | | 0088 6000.11 651.000 LS | 48583.00000 48583.00| 15450.00000 15450.00| 15000.00000 15000.00 ABUTMENT NO.2 EXCAVATION | | | 0089 6000.20 108.000 LS | 44327.00000 44327.00| 36050.00000 36050.00| 74000.00000 74000.00 PIER NO.1 EXCAVATION | | | 0090 6000.21 142.000 LS | 44988.00000 44988.00| 36050.00000 36050.00| 74000.00000 74000.00 PIER NO.2 EXCAVATION | | | 0091 6005.78 22.000 EACH| 996.40000 21920.80| 1236.00000 27192.00| 1500.00000 33000.00 EXPANSION BEARING, TFE TYPE | | | 0092 6005.83 44.000 EACH| 247.48000 10889.12| 412.00000 18128.00| 400.00000 17600.00 FIXED BEARING | | | 0093 6010.22 502.500 m3 | 270.57000 135961.43| 377.80000 189844.50| 360.00000 180900.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0094 6010.26 499.700 m3 | 243.09000 121472.07| 364.31000 182045.71| 320.00000 159904.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0095 6011.11 281.900 LS | 237643.00000 237643.00| 267800.00000 267800.00| 310000.00000 310000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 6+70.834 | | | 0096 6095.00 30.000 EACH| 394.11000 11823.30| 515.00000 15450.00| 500.00000 15000.00 STEEL DIAPHRAGM | | | 0097 6107.00 1150.300 m2 | 34.81000 40041.94| 51.50000 59240.45| 42.00000 48312.60 CONCRETE SLOPE PROTECTION | | | 0098 6131.50 92728.000 kg | 1.13000 104782.64| 1.25000 115910.00| 1.10000 102000.80 EPOXY COATED REINFORCING STEEL | | | 0099 6139.50 274.000 m2 | 40.44000 11080.56| 30.90000 8466.60| 40.00000 10960.00 SUBSURFACE DRAINAGE MATTING | | | 0100 6210.12 2045.800 m | 41.28000 84450.62| 47.30000 96766.34| 50.00000 102290.00 HP 250 mm X 62 kg STEEL PILING | | | 0101 6401.00 143.200 m | 113.27000 16220.26| 118.45000 16962.04| 100.00000 14320.00 PEDESTRIAN BARRIER RAIL | | | 0102 6404.16 131.000 m | 176.88000 23171.28| 175.10000 22938.10| 163.00000 21353.00 1.8 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE) | | | 0103 6610.45 56.800 m | 364.08000 20679.74| 412.00000 23401.60| 300.00000 17040.00 STRIP SEALS | | | 0104 8091.00 693.000 m3 | 14.89000 10318.77| 30.90000 21413.70| 25.00000 17325.00 GRANULAR BACKFILL | | | 0105 A069.13 60.000 m | 219.26000 13155.60| 128.75000 7725.00| 60.00000 3600.00 100 mm CONDUIT ON STRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -16 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 4 ) 2860 |( 5 ) 3606 |( 6 ) 0880 |COMMERCIAL CONSTRUCTION, IN |DOBSON BROTHERS CONSTRUCTIO |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 A070.22 66.000 m | 178.84000 11803.44| 51.50000 3399.00| 50.00000 3300.00 100 mm CONDUIT IN TRENCH | | | SECTION TOTALS | $ 1,271,247.52| $ 1,415,331.81| $ 1,467,808.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0107 0030.70 LUMP| 400.00000 400.00| 1000.00000 1000.00| 400.00000 400.00 MOBILIZATION | | | 0108 7011.20 80.000 m | 40.00000 3200.00| 47.39000 3791.20| 40.00000 3200.00 W-BEAM GUARDRAIL | | | 0109 7020.00 2.000 EACH| 1300.00000 2600.00| 1360.63000 2721.26| 1300.00000 2600.00 BRIDGE APPROACH SECTIONS | | | 0110 7021.58 2.000 EACH| 1200.00000 2400.00| 1480.11000 2960.22| 1200.00000 2400.00 GUARDRAIL END TREATMENT, SRT-75 | | | SECTION TOTALS | $ 8,600.00| $ 10,472.68| $ 8,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0111 0001.08 3500.000 BDAY| 0.50000 1750.00| 0.50000 1750.00| 0.50000 1750.00 BARRICADE, TYPE II | | | 0112 0001.10 10506.000 BDAY| 0.85000 8930.10| 0.88000 9245.28| 1.00000 10506.00 BARRICADE, TYPE III | | | 0113 0001.90 6924.000 EACH| 0.52000 3600.48| 0.54000 3738.96| 0.70000 4846.80 SIGN DAY | | | 0114 0001.99 2468.000 EACH| 0.75000 1851.00| 0.77000 1900.36| 0.90000 2221.20 CONTRACTOR FURNISHED SIGN DAY | | | 0115 0003.10 190.000 DAY | 125.00000 23750.00| 198.87000 37785.30| 185.00000 35150.00 FLAGGING | | | 0116 0010.04 1.000 EACH| 2500.00000 2500.00| 2171.24000 2171.24| 3000.00000 3000.00 FIELD OFFICE | | | 0117 0030.00 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 5000.00000 5000.00 MOBILIZATION | | | 0118 9110.01 20.000 HOUR| 50.00000 1000.00| 58.34000 1166.80| 60.00000 1200.00 RENTAL OF LOADER, FULLY OPERATED | | | 0119 9110.02 20.000 HOUR| 65.00000 1300.00| 65.14000 1302.80| 70.00000 1400.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0120 9110.03 20.000 HOUR| 50.00000 1000.00| 67.88000 1357.60| 50.00000 1000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0121 9110.06 20.000 HOUR| 150.00000 3000.00| 85.54000 1710.80| 60.00000 1200.00 RENTAL OF BACKHOE, FULLY OPERATED | | | SECTION TOTALS | $ 51,181.58| $ 67,129.14| $ 67,274.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,491,426.61| $ 3,970,736.86| $ 3,982,386.86 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -17 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1276 |( ) |( ) |KIEWIT WESTERN CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | 0002 1000.00 1.000 EACH| 550.00000 550.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 40000.00000 40000.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 3360.000 kL | 0.51000 1713.60| | WATER | | | 0005 1012.00 20.000 EACH| 66.00000 1320.00| | RIGHT-OF-WAY MARKERS | | | 0006 1030.00 167983.000 m3 | 4.00000 671932.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1043.50 43.000 m2 | 2.00000 86.00| | RIPRAP FILTER FABRIC | | | 0008 1101.00 6898.000 m2 | 4.00000 27592.00| | REMOVE PAVEMENT | | | 0009 1101.25 366.300 m | 8.20000 3003.66| | SAWING PAVEMENT | | | 0010 1102.00 1643.000 m2 | 3.50000 5750.50| | REMOVE ASPHALT SURFACE | | | 0011 1106.00 1386.000 m2 | 5.00000 6930.00| | REMOVE DRIVEWAY | | | 0012 1107.00 297.000 m2 | 5.00000 1485.00| | REMOVE WALK | | | 0013 1112.00 2.000 EACH| 225.00000 450.00| | REMOVE HEADER | | | 0014 1122.01 183.000 m2 | 6.00000 1098.00| | REMOVE CONCRETE MEDIAN SURFACING | | | 0015 1133.00 56.900 m | 42.00000 2389.80| | REMOVE TRACK | | | 0016 1300.24 16.000 m | 65.00000 1040.00| | 600 mm DRIVEWAY CULVERT PIPE | | | 0017 1600.00 LUMP| 15000.00000 15000.00| | MONITORING INSTRUMENTATION | | | 0018 4035.00 2.000 EACH| 225.00000 450.00| | REMOVE FLARED-END SECTION | | | 0019 6105.02 41.000 Mg | 30.00000 1230.00| | ROCK RIPRAP, TYPE B | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -18 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1276 |( ) |( ) |KIEWIT WESTERN CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L006.00 3.000 ha | 209.00000 627.00| | COVER CROP SEEDING | | | 0021 L020.01 2663.000 m2 | 6.00000 15978.00| | EROSION CONTROL, TYPE A | | | 0022 L020.09 138.000 m2 | 12.00000 1656.00| | EROSION CONTROL, TYPE AAA | | | 0023 L021.01 145.000 BALE| 22.00000 3190.00| | EROSION CHECKS, TYPE A | | | 0024 L022.11 591.000 m | 6.60000 3900.60| | FABRIC SILT FENCE-LOW POROSITY | | | 0025 L022.14 30.000 m | 8.25000 247.50| | FABRIC SILT FENCE-LOW PROFILE LOW | | | POROSITY | | | SECTION TOTALS | $ 847,619.66| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0026 0030.30 LUMP| 41000.00000 41000.00| | MOBILIZATION | | | 0027 2010.03 22.000 Mg | 40.00000 880.00| | CRUSHED ROCK SURFACE COURSE | | | 0028 3008.05 91.000 EACH| 12.00000 1092.00| | TIE BARS | | | 0029 3014.12 22.000 m | 75.00000 1650.00| | COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0030 3016.21 3743.000 m2 | 29.00000 108547.00| | CONCRETE CLASS 47B-20 SIDEWALKS | | | 0031 3017.40 2627.000 m2 | 32.00000 84064.00| | CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0032 3020.24 130.000 m2 | 45.00000 5850.00| | CONCRETE CLASS 47B-25 DRIVEWAY 230mm | | | 0033 3020.26 1226.000 m2 | 39.00000 47814.00| | CONCRETE CLASS 47B-25 DRIVEWAY 180mm | | | 0034 3070.12 0.940 m3 | 300.00000 282.00| | CONCRETE FOR HEADERS, CLASS 47B-25 | | | 0035 3075.42 23823.000 m2 | 31.00000 738513.00| | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0036 4015.00 5.000 EACH| 200.00000 1000.00| | ADJUST MANHOLE TO GRADE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -19 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1276 |( ) |( ) |KIEWIT WESTERN CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 7500.32 6.000 EACH| 200.00000 1200.00| | ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0038 7502.14 728.000 m | 10.00000 7280.00| | 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0039 7503.14 1092.000 m | 10.00000 10920.00| | 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0040 9009.75 582.000 m2 | 52.00000 30264.00| | TEMPORARY SURFACING | | | 0041 9111.00 419.000 kL | 4.00000 1676.00| | WATER | | | 0042 9170.00 25.540 StaM| 525.00000 13408.50| | EARTH SHOULDER CONSTRUCTION | | | 0043 9173.20 25179.000 m2 | 3.00000 75537.00| | SUBGRADE PREPARATION | | | 0044 9179.24 6.480 StaM| 1900.00000 12312.00| | COLD MILLING, CLASS 4 | | | 0045 L001.02 3.000 ha | 1700.00000 5100.00| | SEEDING, TYPE B | | | 0046 L010.00 4095.000 m2 | 4.50000 18427.50| | SODDING | | | 0047 L032.75 15.000 Mg | 81.00000 1215.00| | MULCH | | | 0048 W600.03 1.000 EACH| 125.00000 125.00| | ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 1,208,157.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0049 0030.40 LUMP| 15000.00000 15000.00| | MOBILIZATION | | | 0050 1117.00 3.000 EACH| 300.00000 900.00| | REMOVE MANHOLE | | | 0051 1119.00 8.000 EACH| 225.00000 1800.00| | REMOVE INLET | | | 0052 4002.00 2904.000 kg | 3.00000 8712.00| | CAST IRON COVER AND FRAME | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -20 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1276 |( ) |( ) |KIEWIT WESTERN CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 4004.50 360.000 kg | 3.00000 1080.00| | CAST IRON GRATE AND FRAME | | | 0054 4005.00 624.000 kg | 2.00000 1248.00| | CAST IRON RING AND COVER | | | 0055 4015.50 1.000 EACH| 1000.00000 1000.00| | RECONSTRUCT MANHOLE | | | 0056 4016.00 1.000 EACH| 4000.00000 4000.00| | MANHOLE AT STA. 8+91.72 RT. | | | 0057 4016.01 1.000 EACH| 2000.00000 2000.00| | MANHOLE AT STA. 9+69.11 RT. | | | 0058 4016.02 1.000 EACH| 4000.00000 4000.00| | MANHOLE AT STA. 9+67.72 RT. | | | 0059 4016.03 1.000 EACH| 3600.00000 3600.00| | MANHOLE AT STA. 9+88.00 RT. | | | 0060 4016.04 1.000 EACH| 1900.00000 1900.00| | MANHOLE AT STA. 9+87.66 LT. | | | 0061 4016.05 1.000 EACH| 2000.00000 2000.00| | MANHOLE AT STA. 12+60.26 RT. | | | 0062 4016.06 1.000 EACH| 2000.00000 2000.00| | MANHOLE AT STA. 12+97.51 RT. | | | 0063 4035.00 2.000 EACH| 200.00000 400.00| | REMOVE FLARED-END SECTION | | | 0064 4043.50 301.300 m | 27.00000 8135.10| | REMOVE SEWER PIPE | | | 0065 4050.01 124.000 m3 | 15.00000 1860.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0066 4100.06 2.520 m3 | 690.00000 1738.80| | CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0067 4105.58 119.870 m3 | 525.00000 62931.75| | CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0068 4107.07 1.680 m3 | 1200.00000 2016.00| | CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0069 4130.06 0.310 m3 | 2000.00000 620.00| | CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -21 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1276 |( ) |( ) |KIEWIT WESTERN CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4150.00 115.000 kg | 2.00000 230.00| | REINFORCING STEEL FOR HEADWALL | | | 0071 4155.50 4832.000 kg | 1.25000 6040.00| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0072 4157.00 79.000 kg | 3.00000 237.00| | REINFORCING STEEL FOR COLLARS | | | 0073 4300.30 30.000 m | 125.00000 3750.00| | 750 mm CULVERT PIPE | | | 0074 4460.18 1.000 EACH| 525.00000 525.00| | 450 mm CONCRETE FLARED-END SECTION | | | 0075 4460.24 1.000 EACH| 550.00000 550.00| | 600 mm CONCRETE FLARED-END SECTION | | | 0076 4460.48 1.000 EACH| 1200.00000 1200.00| | 1200 mm CONCRETE FLARED-END SECTION | | | 0077 4600.15 138.500 m | 105.00000 14542.50| | 375 mm REINFORCED CONCRETE SEWER PIPE | | | 0078 4600.18 1170.800 m | 80.00000 93664.00| | 450 mm REINFORCED CONCRETE SEWER PIPE | | | 0079 4600.24 216.000 m | 120.00000 25920.00| | 600 mm REINFORCED CONCRETE SEWER PIPE | | | 0080 4600.30 242.500 m | 145.00000 35162.50| | 750 mm REINFORCED CONCRETE SEWER PIPE | | | 0081 4600.36 29.000 m | 205.00000 5945.00| | 900 mm REINFORCED CONCRETE SEWER PIPE | | | 0082 4600.42 57.500 m | 260.00000 14950.00| | 1050 mm REINFORCED CONCRETE SEWER PIPE | | | 0083 4600.48 156.000 m | 350.00000 54600.00| | 1200 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 384,257.65| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 6+70.834 3-SPANS(2-15.0M,1-28.7M)W/2-1.685M SIDEWALKS & 4.90M MEDIAN | | | 0084 0030.60 LUMP| 125000.00000 125000.00| | MOBILIZATION | | | 0085 3050.15 291.800 m3 | 221.00000 64487.80| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0086 3051.10 21552.000 kg | 1.15000 24784.80| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -22 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1276 |( ) |( ) |KIEWIT WESTERN CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 6000.10 495.000 LS | 11000.00000 11000.00| | ABUTMENT NO.1 EXCAVATION | | | 0088 6000.11 651.000 LS | 11000.00000 11000.00| | ABUTMENT NO.2 EXCAVATION | | | 0089 6000.20 108.000 LS | 55000.00000 55000.00| | PIER NO.1 EXCAVATION | | | 0090 6000.21 142.000 LS | 55000.00000 55000.00| | PIER NO.2 EXCAVATION | | | 0091 6005.78 22.000 EACH| 1550.00000 34100.00| | EXPANSION BEARING, TFE TYPE | | | 0092 6005.83 44.000 EACH| 420.00000 18480.00| | FIXED BEARING | | | 0093 6010.22 502.500 m3 | 460.00000 231150.00| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0094 6010.26 499.700 m3 | 335.00000 167399.50| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0095 6011.11 281.900 LS | 274000.00000 274000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 6+70.834 | | | 0096 6095.00 30.000 EACH| 520.00000 15600.00| | STEEL DIAPHRAGM | | | 0097 6107.00 1150.300 m2 | 44.00000 50613.20| | CONCRETE SLOPE PROTECTION | | | 0098 6131.50 92728.000 kg | 1.15000 106637.20| | EPOXY COATED REINFORCING STEEL | | | 0099 6139.50 274.000 m2 | 41.00000 11234.00| | SUBSURFACE DRAINAGE MATTING | | | 0100 6210.12 2045.800 m | 52.00000 106381.60| | HP 250 mm X 62 kg STEEL PILING | | | 0101 6401.00 143.200 m | 109.00000 15608.80| | PEDESTRIAN BARRIER RAIL | | | 0102 6404.16 131.000 m | 170.00000 22270.00| | 1.8 m PEDESTRIAN RAILING (CHAIN LINK | | | TYPE) | | | 0103 6610.45 56.800 m | 214.00000 12155.20| | STRIP SEALS | | | 0104 8091.00 693.000 m3 | 27.00000 18711.00| | GRANULAR BACKFILL | | | 0105 A069.13 60.000 m | 62.00000 3720.00| | 100 mm CONDUIT ON STRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : N13 -23 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 2860X COUNTIES : SARPY LETTING DATE : 05/22/03 1:30 pm DISTRICT : 2 ==================================================================================================================================== |( 7 ) 1276 |( ) |( ) |KIEWIT WESTERN CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 A070.22 66.000 m | 51.00000 3366.00| | 100 mm CONDUIT IN TRENCH | | | SECTION TOTALS | $ 1,437,699.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0107 0030.70 LUMP| 500.00000 500.00| | MOBILIZATION | | | 0108 7011.20 80.000 m | 44.00000 3520.00| | W-BEAM GUARDRAIL | | | 0109 7020.00 2.000 EACH| 1365.00000 2730.00| | BRIDGE APPROACH SECTIONS | | | 0110 7021.58 2.000 EACH| 1300.00000 2600.00| | GUARDRAIL END TREATMENT, SRT-75 | | | SECTION TOTALS | $ 9,350.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0111 0001.08 3500.000 BDAY| 0.50000 1750.00| | BARRICADE, TYPE II | | | 0112 0001.10 10506.000 BDAY| 0.92000 9665.52| | BARRICADE, TYPE III | | | 0113 0001.90 6924.000 EACH| 0.56000 3877.44| | SIGN DAY | | | 0114 0001.99 2468.000 EACH| 0.81000 1999.08| | CONTRACTOR FURNISHED SIGN DAY | | | 0115 0003.10 190.000 DAY | 325.00000 61750.00| | FLAGGING | | | 0116 0010.04 1.000 EACH| 7500.00000 7500.00| | FIELD OFFICE | | | 0117 0030.00 LUMP| 2500.00000 2500.00| | MOBILIZATION | | | 0118 9110.01 20.000 HOUR| 120.00000 2400.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0119 9110.02 20.000 HOUR| 128.00000 2560.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0120 9110.03 20.000 HOUR| 60.00000 1200.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0121 9110.06 20.000 HOUR| 144.00000 2880.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | SECTION TOTALS | $ 98,082.04| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,985,165.45| $ 0.00| $ ====================================================================================================================================
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