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11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : BR-3770(2) ON A COUNTY ROAD NORTH OF SPRINGFIELD. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2817 MCC, L.L.C. $ 899,718.75 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 1,048,367.01 116.5216% 3 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 1,095,731.43 121.7860% 4 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 1,131,657.11 125.7790% 5 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,240,833.50 137.9135% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -3 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 0880 |( 3 ) 1416 |MCC, L.L.C. |CHRISTENSEN BROS., INC. |LUXA CONSTRUCTION COMPANY, INCO 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| 13000.00000 13000.00| 7000.00000 7000.00| 16700.58000 16700.58 MOBILIZATION | | | 0002 1009.00 LUMP| 4200.00000 4200.00| 4000.00000 4000.00| 24076.33000 24076.33 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 2664.000 m3 | 2.63000 7006.32| 4.60000 12254.40| 1.39000 3702.96 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 502.000 kL | 7.35000 3689.70| 2.00000 1004.00| 2.15000 1079.30 WATER | | | 0005 1030.00 7165.000 m3 | 4.15000 29734.75| 7.00000 50155.00| 6.33000 45354.45 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 724.000 m2 | 3.15000 2280.60| 5.00000 3620.00| 5.26000 3808.24 REMOVE PAVEMENT | | | 0007 1102.00 5414.000 m2 | 4.20000 22738.80| 4.30000 23280.20| 4.51000 24417.14 REMOVE ASPHALT SURFACE | | | 0008 1106.00 766.000 m2 | 3.15000 2412.90| 5.00000 3830.00| 5.26000 4029.16 REMOVE DRIVEWAY | | | 0009 1111.00 33.000 m | 0.53000 17.49| 6.00000 198.00| 6.44000 212.52 REMOVE FENCE | | | 0010 1122.01 15.000 m2 | 4.20000 63.00| 10.00000 150.00| 10.73000 160.95 REMOVE CONCRETE MEDIAN SURFACING | | | 0011 4350.18 13.000 m | 57.75000 750.75| 75.00000 975.00| 80.45000 1045.85 450 mm CORRUGATED METAL PIPE | | | 0012 4351.25 33.000 m | 945.00000 31185.00| 940.00000 31020.00| 1005.14000 33169.62 3660 mm CORRUGATED METAL PIPE | | | 0013 L006.00 1.000 ha | 472.50000 472.50| 310.00000 310.00| 321.82000 321.82 COVER CROP SEEDING | | | 0014 L010.98 346.000 m2 | 2.63000 909.98| 2.10000 726.60| 2.15000 743.90 TEMPORARY EROSION CONTROL | | | 0015 L020.00 1461.000 m2 | 2.89000 4222.29| 2.10000 3068.10| 2.15000 3141.15 EROSION CONTROL | | | 0016 L022.11 580.000 m | 9.98000 5788.40| 7.00000 4060.00| 7.04000 4083.20 FABRIC SILT FENCE-LOW POROSITY | | | 0017 L022.12 99.000 m | 11.03000 1091.97| 10.00000 990.00| 10.56000 1045.44 FABRIC SILT FENCE-HIGH POROSITY | | | 0018 L033.00 4.000 EACH| 157.50000 630.00| 200.00000 800.00| 107.27000 429.08 REMOVE AND RESET TREE | | | SECTION TOTALS | $ 130,194.45| $ 147,441.30| $ 167,521.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -4 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 0880 |( 3 ) 1416 |MCC, L.L.C. |CHRISTENSEN BROS., INC. |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 0002.30 400.000 m | 2.10000 840.00| 1.10000 440.00| 2.15000 860.00 PAVEMENT MARKING REMOVAL | | | 0020 0002.31 2200.000 m | 1.05000 2310.00| 0.80000 1760.00| 1.07000 2354.00 TEMPORARY PAVEMENT MARKING | | | 0021 0030.30 LUMP| 6625.00000 6625.00| 8000.00000 8000.00| 23206.73000 23206.73 MOBILIZATION | | | 0022 2010.03 56.000 Mg | 16.80000 940.80| 20.00000 1120.00| 17.89000 1001.84 CRUSHED ROCK SURFACE COURSE | | | 0023 3014.11 43.000 m | 51.45000 2212.35| 50.00000 2150.00| 52.56000 2260.08 COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0024 3020.24 561.000 m2 | 39.74000 22294.14| 38.00000 21318.00| 40.60000 22776.60 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0025 3075.42 3133.000 m2 | 40.48000 126823.84| 39.00000 122187.00| 32.25000 101039.25 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0026 3300.65 2.000 EACH| 420.00000 840.00| 400.00000 800.00| 429.09000 858.18 CONCRETE PAVEMENT THICKNESS CORE | | | 0027 4024.55 2.750 m | 288.75000 794.06| 280.00000 770.00| 295.00000 811.25 FLUME SPILLWAY | | | 0028 4024.70 1.000 EACH| 1837.50000 1837.50| 1800.00000 1800.00| 1877.26000 1877.26 CONCRETE FLUME, TYPE I | | | 0029 9005.30 1374.000 Mg | 30.29000 41618.46| 34.00000 46716.00| 30.95000 42525.30 ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0030 9021.01 73.980 Mg | 219.45000 16234.91| 220.00000 16275.60| 224.20000 16586.32 PERFORMANCE GRADED BINDER (64-22) | | | 0031 9053.00 730.000 L | 0.26000 189.80| 0.26000 189.80| 0.27000 197.10 TACK COAT | | | 0032 9111.00 76.000 kL | 7.35000 558.60| 10.00000 760.00| 2.15000 163.40 WATER | | | 0033 9170.00 7.400 StaM| 262.50000 1942.50| 400.00000 2960.00| 420.51000 3111.77 EARTH SHOULDER CONSTRUCTION | | | 0034 9173.20 3694.000 m2 | 2.10000 7757.40| 2.00000 7388.00| 2.09000 7720.46 SUBGRADE PREPARATION | | | 0035 L001.02 1.000 ha | 2625.00000 2625.00| 1600.00000 1600.00| 1609.08000 1609.08 SEEDING, TYPE B | | | 0036 L006.50 0.200 ha | 1575.00000 315.00| 5200.00000 1040.00| 5363.60000 1072.72 TEMPORARY SEEDING | | | 0037 L010.00 333.000 m2 | 6.83000 2274.39| 15.50000 5161.50| 16.09000 5357.97 SODDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -5 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 0880 |( 3 ) 1416 |MCC, L.L.C. |CHRISTENSEN BROS., INC. |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 L032.75 5.000 Mg | 84.00000 420.00| 85.00000 425.00| 85.82000 429.10 MULCH | | | 0039 L032.80 0.500 Mg | 1050.00000 525.00| 1600.00000 800.00| 1609.08000 804.54 HYDROMULCH | | | SECTION TOTALS | $ 239,978.75| $ 243,660.90| $ 236,622.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0040 0030.40 LUMP| 500.00000 500.00| 2000.00000 2000.00| 2336.26000 2336.26 MOBILIZATION | | | 0041 4002.00 57.000 kg | 4.04000 230.28| 3.90000 222.30| 4.13000 235.41 CAST IRON COVER AND FRAME | | | 0042 4043.50 26.000 m | 19.11000 496.86| 18.30000 475.80| 19.52000 507.52 REMOVE SEWER PIPE | | | 0043 4049.75 1.000 EACH| 3081.75000 3081.75| 3000.00000 3000.00| 3148.43000 3148.43 OUTLET STRUCTURE | | | 0044 4050.01 95.000 m3 | 16.96000 1611.20| 16.20000 1539.00| 17.32000 1645.40 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0045 4105.59 1.940 m3 | 1092.26000 2118.98| 1100.00000 2134.00| 1115.90000 2164.85 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0046 4107.07 0.320 m3 | 607.94000 194.54| 600.00000 192.00| 621.09000 198.75 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0047 4155.50 14.000 kg | 7.35000 102.90| 7.00000 98.00| 7.51000 105.14 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0048 4157.00 17.000 kg | 7.35000 124.95| 7.00000 119.00| 7.51000 127.67 REINFORCING STEEL FOR COLLARS | | | 0049 4350.36 52.400 m | 129.78000 6800.47| 125.00000 6550.00| 132.59000 6947.72 900 mm CORRUGATED METAL PIPE | | | 0050 4360.36 1.000 EACH| 630.00000 630.00| 600.00000 600.00| 643.63000 643.63 900 mm METAL FLARED-END SECTION | | | 0051 4460.18 1.000 EACH| 525.00000 525.00| 500.00000 500.00| 536.36000 536.36 450 mm CONCRETE FLARED-END SECTION | | | 0052 4600.18 86.500 m | 76.28000 6598.22| 73.00000 6314.50| 77.93000 6740.95 450 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 23,015.15| $ 23,744.60| $ 25,338.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 2+75.405 1-10.70 M & 2-10.55 M SPANS PRESTRESSED CONCRETE TWIN TEE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -6 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 0880 |( 3 ) 1416 |MCC, L.L.C. |CHRISTENSEN BROS., INC. |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 0030.60 LUMP| 32000.00000 32000.00| 50000.00000 50000.00| 58294.61000 58294.61 MOBILIZATION | | | 0054 1043.50 37.000 m2 | 2.00000 74.00| 3.00000 111.00| 7.99000 295.63 RIPRAP FILTER FABRIC | | | 0055 3050.15 136.500 m3 | 220.00000 30030.00| 220.00000 30030.00| 253.64000 34621.86 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0056 3051.10 8995.000 kg | 1.20000 10794.00| 1.20000 10794.00| 1.62000 14571.90 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0057 6000.10 125.000 LS | 3750.00000 3750.00| 7000.00000 7000.00| 7431.08000 7431.08 ABUTMENT NO.1 EXCAVATION | | | 0058 6000.11 125.000 LS | 3750.00000 3750.00| 7000.00000 7000.00| 7431.08000 7431.08 ABUTMENT NO.2 EXCAVATION | | | 0059 6001.50 45.000 LS | 9750.00000 9750.00| 21000.00000 21000.00| 8038.84000 8038.84 BENT NO.1 EXCAVATION | | | 0060 6001.51 45.000 LS | 9750.00000 9750.00| 21000.00000 21000.00| 8038.84000 8038.84 BENT NO.2 EXCAVATION | | | 0061 6005.35 25.620 m | 100.00000 2562.00| 140.00000 3586.80| 199.53000 5111.96 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0062 6005.60 84.000 EACH| 55.00000 4620.00| 90.00000 7560.00| 68.43000 5748.12 ELASTOMERIC BEARING | | | 0063 6010.22 218.900 m3 | 334.90000 73309.61| 320.00000 70048.00| 495.78000 108526.24 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0064 6010.26 103.500 m3 | 425.00000 43987.50| 280.00000 28980.00| 628.45000 65044.58 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0065 6011.11 82.100 LS | 68000.00000 68000.00| 105000.00000 105000.00| 91423.80000 91423.80 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 2+75.405 | | | 0066 6040.00 1.000 EACH| 27000.00000 27000.00| 48000.00000 48000.00| 34115.23000 34115.23 REMOVE STRUCTURE AT STA. 2+74.114 | | | 0067 6080.00 1795.000 kg | 2.10000 3769.50| 4.00000 7180.00| 3.66000 6569.70 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0068 6104.00 47.000 Mg | 11.00000 517.00| 15.00000 705.00| 32.89000 1545.83 BROKEN CONCRETE RIPRAP | | | 0069 6105.02 1434.000 Mg | 25.00000 35850.00| 24.00000 34416.00| 19.13000 27432.42 ROCK RIPRAP, TYPE B | | | 0070 6131.50 20040.000 kg | 1.24000 24849.60| 1.20000 24048.00| 1.23000 24649.20 EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -7 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2817 |( 2 ) 0880 |( 3 ) 1416 |MCC, L.L.C. |CHRISTENSEN BROS., INC. |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 6210.12 799.200 m | 33.00000 26373.60| 60.00000 47952.00| 57.45000 45914.04 HP 250 mm X 62 kg STEEL PILING | | | 0072 6310.00 366.600 m2 | 100.00000 36660.00| 120.00000 43992.00| 119.05000 43643.73 STEEL SHEET PILING | | | 0073 6401.00 44.150 m | 105.00000 4635.75| 105.00000 4635.75| 118.37000 5226.04 PEDESTRIAN BARRIER RAIL | | | 0074 6404.00 44.200 m | 172.20000 7611.24| 165.00000 7293.00| 187.80000 8300.76 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0075 8091.00 225.000 m3 | 20.00000 4500.00| 32.00000 7200.00| 17.72000 3987.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 464,143.80| $ 587,531.55| $ 615,962.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0076 0030.70 LUMP| 1125.80000 1125.80| 1200.00000 1200.00| 2906.81000 2906.81 MOBILIZATION | | | 0077 7011.20 135.260 m | 40.00000 5410.40| 41.00000 5545.66| 42.91000 5804.01 W-BEAM GUARDRAIL | | | 0078 7020.00 4.000 EACH| 2600.00000 10400.00| 2600.00000 10400.00| 2789.07000 11156.28 BRIDGE APPROACH SECTIONS | | | 0079 7021.70 6.000 EACH| 1500.00000 9000.00| 1500.00000 9000.00| 1609.08000 9654.48 GUARDRAIL END TREATMENT, SRT-350 | | | 0080 7022.00 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| 482.73000 965.46 END ANCHORAGE ASSEMBLY | | | SECTION TOTALS | $ 26,836.20| $ 27,145.66| $ 30,487.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0081 0001.08 2426.000 BDAY| 0.50000 1213.00| 0.50000 1213.00| 0.50000 1213.00 BARRICADE, TYPE II | | | 0082 0001.10 1392.000 BDAY| 2.00000 2784.00| 2.10000 2923.20| 1.96000 2728.32 BARRICADE, TYPE III | | | 0083 0001.90 4767.000 EACH| 0.20000 953.40| 0.40000 1906.80| 0.17000 810.39 SIGN DAY | | | 0084 0003.10 40.000 DAY | 190.00000 7600.00| 220.00000 8800.00| 260.62000 10424.80 FLAGGING | | | 0085 0010.04 1.000 EACH| 2500.00000 2500.00| 3000.00000 3000.00| 2681.80000 2681.80 FIELD OFFICE | | | 0086 0030.00 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1940.86000 1940.86 MOBILIZATION | | | SECTION TOTALS | $ 15,550.40| $ 18,843.00| $ 19,799.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 899,718.75| $ 1,048,367.01| $ 1,095,731.43 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -8 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 0137 |( ) |VRANA & SON CONSTRUCTION CO |JUDDS BROS. CONSTRUCTION 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| 15000.00000 15000.00| 11300.00000 11300.00| MOBILIZATION | | | 0002 1009.00 LUMP| 6000.00000 6000.00| 3800.00000 3800.00| GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 2664.000 m3 | 5.50000 14652.00| 4.60000 12254.40| EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 502.000 kL | 2.20000 1104.40| 2.00000 1004.00| WATER | | | 0005 1030.00 7165.000 m3 | 7.50000 53737.50| 7.00000 50155.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 724.000 m2 | 5.50000 3982.00| 5.00000 3620.00| REMOVE PAVEMENT | | | 0007 1102.00 5414.000 m2 | 5.00000 27070.00| 4.25000 23009.50| REMOVE ASPHALT SURFACE | | | 0008 1106.00 766.000 m2 | 5.50000 4213.00| 5.00000 3830.00| REMOVE DRIVEWAY | | | 0009 1111.00 33.000 m | 6.50000 214.50| 6.00000 198.00| REMOVE FENCE | | | 0010 1122.01 15.000 m2 | 11.00000 165.00| 10.00000 150.00| REMOVE CONCRETE MEDIAN SURFACING | | | 0011 4350.18 13.000 m | 85.00000 1105.00| 75.00000 975.00| 450 mm CORRUGATED METAL PIPE | | | 0012 4351.25 33.000 m | 1100.00000 36300.00| 940.00000 31020.00| 3660 mm CORRUGATED METAL PIPE | | | 0013 L006.00 1.000 ha | 460.00000 460.00| 300.00000 300.00| COVER CROP SEEDING | | | 0014 L010.98 346.000 m2 | 2.70000 934.20| 2.00000 692.00| TEMPORARY EROSION CONTROL | | | 0015 L020.00 1461.000 m2 | 3.00000 4383.00| 2.00000 2922.00| EROSION CONTROL | | | 0016 L022.11 580.000 m | 10.00000 5800.00| 6.50000 3770.00| FABRIC SILT FENCE-LOW POROSITY | | | 0017 L022.12 99.000 m | 11.50000 1138.50| 10.00000 990.00| FABRIC SILT FENCE-HIGH POROSITY | | | 0018 L033.00 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| REMOVE AND RESET TREE | | | SECTION TOTALS | $ 178,459.10| $ 151,989.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -9 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 0137 |( ) |VRANA & SON CONSTRUCTION CO |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 0002.30 400.000 m | 3.00000 1200.00| 2.00000 800.00| PAVEMENT MARKING REMOVAL | | | 0020 0002.31 2200.000 m | 1.15000 2530.00| 1.00000 2200.00| TEMPORARY PAVEMENT MARKING | | | 0021 0030.30 LUMP| 22000.00000 22000.00| 11000.00000 11000.00| MOBILIZATION | | | 0022 2010.03 56.000 Mg | 25.60000 1433.60| 20.00000 1120.00| CRUSHED ROCK SURFACE COURSE | | | 0023 3014.11 43.000 m | 53.30000 2291.90| 50.00000 2150.00| COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0024 3020.24 561.000 m2 | 38.10000 21374.10| 40.00000 22440.00| CONCRETE CLASS 47B-25 DRIVEWAY | | | 0025 3075.42 3133.000 m2 | 40.80000 127826.40| 40.00000 125320.00| 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0026 3300.65 2.000 EACH| 165.00000 330.00| 400.00000 800.00| CONCRETE PAVEMENT THICKNESS CORE | | | 0027 4024.55 2.750 m | 429.00000 1179.75| 275.00000 756.25| FLUME SPILLWAY | | | 0028 4024.70 1.000 EACH| 2048.00000 2048.00| 1750.00000 1750.00| CONCRETE FLUME, TYPE I | | | 0029 9005.30 1374.000 Mg | 33.00000 45342.00| 29.00000 39846.00| ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0030 9021.01 73.980 Mg | 240.00000 17755.20| 210.00000 15535.80| PERFORMANCE GRADED BINDER (64-22) | | | 0031 9053.00 730.000 L | 0.30000 219.00| 0.25000 182.50| TACK COAT | | | 0032 9111.00 76.000 kL | 4.90000 372.40| 2.00000 152.00| WATER | | | 0033 9170.00 7.400 StaM| 400.00000 2960.00| 400.00000 2960.00| EARTH SHOULDER CONSTRUCTION | | | 0034 9173.20 3694.000 m2 | 2.40000 8865.60| 2.00000 7388.00| SUBGRADE PREPARATION | | | 0035 L001.02 1.000 ha | 2600.00000 2600.00| 1500.00000 1500.00| SEEDING, TYPE B | | | 0036 L006.50 0.200 ha | 480.00000 96.00| 5000.00000 1000.00| TEMPORARY SEEDING | | | 0037 L010.00 333.000 m2 | 7.00000 2331.00| 15.00000 4995.00| SODDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -10 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 0137 |( ) |VRANA & SON CONSTRUCTION CO |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 L032.75 5.000 Mg | 85.00000 425.00| 80.00000 400.00| MULCH | | | 0039 L032.80 0.500 Mg | 550.00000 275.00| 1500.00000 750.00| HYDROMULCH | | | SECTION TOTALS | $ 263,454.95| $ 243,045.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0040 0030.40 LUMP| 3000.00000 3000.00| 835.00000 835.00| MOBILIZATION | | | 0041 4002.00 57.000 kg | 4.20000 239.40| 4.00000 228.00| CAST IRON COVER AND FRAME | | | 0042 4043.50 26.000 m | 25.00000 650.00| 18.20000 473.20| REMOVE SEWER PIPE | | | 0043 4049.75 1.000 EACH| 3700.00000 3700.00| 2935.00000 2935.00| OUTLET STRUCTURE | | | 0044 4050.01 95.000 m3 | 21.00000 1995.00| 16.25000 1543.75| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0045 4105.59 1.940 m3 | 600.00000 1164.00| 1040.00000 2017.60| CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0046 4107.07 0.320 m3 | 1000.00000 320.00| 580.00000 185.60| CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0047 4155.50 14.000 kg | 3.00000 42.00| 7.00000 98.00| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0048 4157.00 17.000 kg | 3.00000 51.00| 7.00000 119.00| REINFORCING STEEL FOR COLLARS | | | 0049 4350.36 52.400 m | 190.00000 9956.00| 123.50000 6471.40| 900 mm CORRUGATED METAL PIPE | | | 0050 4360.36 1.000 EACH| 720.00000 720.00| 600.00000 600.00| 900 mm METAL FLARED-END SECTION | | | 0051 4460.18 1.000 EACH| 550.00000 550.00| 500.00000 500.00| 450 mm CONCRETE FLARED-END SECTION | | | 0052 4600.18 86.500 m | 110.00000 9515.00| 72.75000 6292.88| 450 mm REINFORCED CONCRETE SEWER PIPE | | | SECTION TOTALS | $ 31,902.40| $ 22,299.43| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 2+75.405 1-10.70 M & 2-10.55 M SPANS PRESTRESSED CONCRETE TWIN TEE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -11 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 0137 |( ) |VRANA & SON CONSTRUCTION CO |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 0030.60 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| MOBILIZATION | | | 0054 1043.50 37.000 m2 | 4.70000 173.90| 4.00000 148.00| RIPRAP FILTER FABRIC | | | 0055 3050.15 136.500 m3 | 260.10000 35503.65| 350.00000 47775.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0056 3051.10 8995.000 kg | 1.30000 11693.50| 2.20000 19789.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0057 6000.10 125.000 LS | 4250.00000 4250.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0058 6000.11 125.000 LS | 4250.00000 4250.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0059 6001.50 45.000 LS | 17070.00000 17070.00| 8000.00000 8000.00| BENT NO.1 EXCAVATION | | | 0060 6001.51 45.000 LS | 17070.00000 17070.00| 8000.00000 8000.00| BENT NO.2 EXCAVATION | | | 0061 6005.35 25.620 m | 205.00000 5252.10| 250.00000 6405.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0062 6005.60 84.000 EACH| 191.00000 16044.00| 130.00000 10920.00| ELASTOMERIC BEARING | | | 0063 6010.22 218.900 m3 | 434.00000 95002.60| 860.00000 188254.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0064 6010.26 103.500 m3 | 527.00000 54544.50| 1360.00000 140760.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0065 6011.11 82.100 LS | 84350.00000 84350.00| 102000.00000 102000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 2+75.405 | | | 0066 6040.00 1.000 EACH| 53520.00000 53520.00| 25000.00000 25000.00| REMOVE STRUCTURE AT STA. 2+74.114 | | | 0067 6080.00 1795.000 kg | 5.40000 9693.00| 5.50000 9872.50| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0068 6104.00 47.000 Mg | 13.00000 611.00| 10.00000 470.00| BROKEN CONCRETE RIPRAP | | | 0069 6105.02 1434.000 Mg | 25.80000 36997.20| 30.00000 43020.00| ROCK RIPRAP, TYPE B | | | 0070 6131.50 20040.000 kg | 1.40000 28056.00| 1.00000 20040.00| EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F06 -12 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2784X COUNTIES : SARPY LETTING DATE : 11/14/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0103 |( 5 ) 0137 |( ) |VRANA & SON CONSTRUCTION CO |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 6210.12 799.200 m | 53.10000 42437.52| 52.00000 41558.40| HP 250 mm X 62 kg STEEL PILING | | | 0072 6310.00 366.600 m2 | 74.40000 27275.04| 120.00000 43992.00| STEEL SHEET PILING | | | 0073 6401.00 44.150 m | 115.00000 5077.25| 100.00000 4415.00| PEDESTRIAN BARRIER RAIL | | | 0074 6404.00 44.200 m | 180.00000 7956.00| 164.00000 7248.80| PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0075 8091.00 225.000 m3 | 50.80000 11430.00| 50.00000 11250.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 608,257.26| $ 778,917.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0076 0030.70 LUMP| 1500.00000 1500.00| 2275.00000 2275.00| MOBILIZATION | | | 0077 7011.20 135.260 m | 50.00000 6763.00| 40.00000 5410.40| W-BEAM GUARDRAIL | | | 0078 7020.00 4.000 EACH| 2900.00000 11600.00| 2600.00000 10400.00| BRIDGE APPROACH SECTIONS | | | 0079 7021.70 6.000 EACH| 1600.00000 9600.00| 1500.00000 9000.00| GUARDRAIL END TREATMENT, SRT-350 | | | 0080 7022.00 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| END ANCHORAGE ASSEMBLY | | | SECTION TOTALS | $ 30,463.00| $ 27,985.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0081 0001.08 2426.000 BDAY| 0.50000 1213.00| 0.50000 1213.00| BARRICADE, TYPE II | | | 0082 0001.10 1392.000 BDAY| 2.00000 2784.00| 1.90000 2644.80| BARRICADE, TYPE III | | | 0083 0001.90 4767.000 EACH| 0.20000 953.40| 0.16000 762.72| SIGN DAY | | | 0084 0003.10 40.000 DAY | 204.00000 8160.00| 240.00000 9600.00| FLAGGING | | | 0085 0010.04 1.000 EACH| 3010.00000 3010.00| 1500.00000 1500.00| FIELD OFFICE | | | 0086 0030.00 LUMP| 3000.00000 3000.00| 875.00000 875.00| MOBILIZATION | | | SECTION TOTALS | $ 19,120.40| $ 16,595.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,131,657.11| $ 1,240,833.50| $ ====================================================================================================================================
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