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09/10/2002
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September 05, 2002 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 2 VENDOR RANKING CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) CONTRACT DESCRIPTION : US-30, BLAIR - KENNARD. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 4,244,619.98 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 4,266,181.45 100.5079% 3 2817 MCC, L.L.C. $ 4,330,832.81 102.0311% 4 1661 U.S. ASPHALT CO. $ 4,353,207.23 102.5582% 5 0880 CHRISTENSEN BROS., INC. $ 4,639,029.54 109.2919% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 L006.00 4.000 ha | 264.29000 1057.16| 278.00000 1112.00| 259.35000 1037.40 COVER CROP SEEDING | | | 0002 L020.00 2197.000 m2 | 1.61000 3537.17| 1.69000 3712.93| 1.58000 3471.26 EROSION CONTROL | | | 0003 L020.01 450.000 m2 | 5.22000 2349.00| 5.49000 2470.50| 5.12000 2304.00 EROSION CONTROL, TYPE A | | | 0004 L020.08 3786.000 m2 | 5.22000 19762.92| 5.49000 20785.14| 5.12000 19384.32 EROSION CONTROL, TYPE AA | | | 0005 L021.01 35.000 BALE| 13.91000 486.85| 14.61000 511.35| 13.65000 477.75 EROSION CHECKS, TYPE A | | | 0006 L021.21 224.000 BALE| 13.91000 3115.84| 14.61000 3272.64| 13.65000 3057.60 EROSION CHECKS, TYPE AA | | | 0007 L022.11 565.000 m | 7.02000 3966.30| 7.37000 4164.05| 6.89000 3892.85 FABRIC SILT FENCE-LOW POROSITY | | | 0008 L022.75 255.000 m | 16.05000 4092.75| 16.86000 4299.30| 15.75000 4016.25 TEMPORARY SILT CHECK | | | 0009 0030.10 LUMP| 19500.00000 19500.00| 11017.00000 11017.00| 10290.00000 10290.00 MOBILIZATION | | | 0010 1009.00 LUMP| 12510.00000 12510.00| 6520.00000 6520.00| 6090.00000 6090.00 GENERAL CLEARING AND GRUBBING | | | 0011 1010.00 21044.000 m3 | 3.31000 69655.64| 3.47000 73022.68| 3.24000 68182.56 EXCAVATION | | | 0012 1011.00 440.000 kL | 4.28000 1883.20| 4.50000 1980.00| 4.20000 1848.00 WATER | | | 0013 1043.50 36.000 m2 | 5.35000 192.60| 5.62000 202.32| 5.25000 189.00 RIPRAP FILTER FABRIC | | | 0014 1090.00 1.000 EACH| 1605.00000 1605.00| 1686.00000 1686.00| 1575.00000 1575.00 ABANDON WELLS | | | 0015 1101.00 1408.100 m2 | 4.49000 6322.37| 5.41000 7617.82| 4.41000 6209.72 REMOVE PAVEMENT | | | 0016 1102.00 4663.400 m2 | 3.49000 16275.27| 3.48000 16228.63| 3.26000 15202.68 REMOVE ASPHALT SURFACE | | | 0017 1109.00 410.000 m | 11.09000 4546.90| 18.12000 7429.20| 9.45000 3874.50 REMOVE CURB | | | 0018 1122.01 501.000 m2 | 5.24000 2625.24| 5.51000 2760.51| 5.15000 2580.15 REMOVE CONCRETE MEDIAN SURFACING | | | 0019 1122.30 2.000 EACH| 214.00000 428.00| 225.00000 450.00| 210.00000 420.00 REMOVE ISLAND NOSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1124.00 1.000 EACH| 535.00000 535.00| 562.00000 562.00| 525.00000 525.00 REMOVE BUILDING AT STA. 400+75 RT. | | | 0021 1124.01 1.000 EACH| 535.00000 535.00| 562.00000 562.00| 525.00000 525.00 REMOVE BUILDING AT STA. 401+00 RT. | | | 0022 1124.02 1.000 EACH| 856.00000 856.00| 899.00000 899.00| 840.00000 840.00 REMOVE BUILDING AT STA. 401+07 RT | | | 0023 1124.03 1.000 EACH| 535.00000 535.00| 562.00000 562.00| 525.00000 525.00 REMOVE BUILDING AT STA. 401+10 RT. | | | 0024 1125.00 1.000 EACH| 3210.00000 3210.00| 3372.00000 3372.00| 3150.00000 3150.00 CLEAR TRACT AT STA. 400+25 TO STA. | | | 401+25 RT. | | | 0025 1701.30 48.000 m | 114.45000 5493.60| 104.55000 5018.40| 97.65000 4687.20 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0026 1701.36 27.000 m | 123.49000 3334.23| 115.79000 3126.33| 108.15000 2920.05 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0027 1705.42 16.000 m | 188.25000 3012.00| 174.24000 2787.84| 162.75000 2604.00 1050 mm ROUND EQUIVALENT DRIVEWAY | | | CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0028 6040.00 1.000 EACH| 1070.00000 1070.00| 1124.00000 1124.00| 1050.00000 1050.00 REMOVE STRUCTURE AT STA. 47+15.21 RT. | | | 0029 6040.01 1.000 EACH| 1070.00000 1070.00| 1124.00000 1124.00| 1050.00000 1050.00 REMOVE STRUCTURE AT STA. 51+92.29 RT. | | | 0030 6040.03 1.000 EACH| 1070.00000 1070.00| 1124.00000 1124.00| 1050.00000 1050.00 REMOVE STRUCTURE AT STA. 54+18.65 RT. | | | 0031 6105.02 50.000 Mg | 32.10000 1605.00| 30.91000 1545.50| 32.55000 1627.50 ROCK RIPRAP, TYPE B | | | 0032 7017.00 1492.110 m | 3.75000 5595.41| 3.93000 5863.99| 3.68000 5490.96 REMOVE GUARDRAIL | | | SECTION TOTALS | $ 201,833.45| $ 196,913.13| $ 180,147.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0033 P120.24 7.500 m | 151.94000 1139.55| 160.00000 1200.00| 149.10000 1118.25 600 mm CULVERT PIPE, TYPE 2 | | | 0034 P120.30 14.000 m | 189.39000 2651.46| 198.97000 2785.58| 185.85000 2601.90 750 mm CULVERT PIPE, TYPE 2 | | | 0035 P120.36 6.000 m | 282.48000 1694.88| 297.00000 1782.00| 277.20000 1663.20 900 mm CULVERT PIPE, TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 P310.54 19.000 m | 478.29000 9087.51| 502.49000 9547.31| 469.35000 8917.65 1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | | 0037 P500.24 12.000 m | 173.34000 2080.08| 182.11000 2185.32| 170.10000 2041.20 600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | 0038 P500.36 31.000 m | 292.11000 9055.41| 306.89000 9513.59| 286.65000 8886.15 900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | 0039 0030.40 LUMP| 2354.00000 2354.00| 2473.00000 2473.00| 2310.00000 2310.00 MOBILIZATION | | | 0040 4035.00 6.000 EACH| 219.35000 1316.10| 230.00000 1380.00| 215.25000 1291.50 REMOVE FLARED-END SECTION | | | 0041 4040.00 2.000 EACH| 1792.25000 3584.50| 1883.00000 3766.00| 1758.75000 3517.50 REMOVE HEADWALLS FROM CULVERTS | | | 0042 4044.00 1.000 EACH| 1391.00000 1391.00| 1461.00000 1461.00| 1365.00000 1365.00 PREPARATION OF STRUCTURE AT STA. 80+80 | | | 0043 4045.00 1.000 EACH| 4772.20000 4772.20| 5014.00000 5014.00| 4683.00000 4683.00 REMOVE STRUCTURE AT STA. 500+17.7 | | | 0044 4050.01 620.000 m3 | 12.84000 7960.80| 13.49000 8363.80| 12.60000 7812.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0045 4051.01 555.000 m3 | 9.20000 5106.00| 9.67000 5366.85| 9.03000 5011.65 EXCAVATION FOR BOX CULVERTS | | | 0046 4101.06 75.390 m3 | 391.62000 29524.23| 411.44000 31018.46| 384.30000 28972.38 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0047 4107.07 5.150 m3 | 506.11000 2606.47| 532.00000 2739.80| 496.65000 2557.75 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0048 4151.00 4425.000 kg | 1.78000 7876.50| 1.87000 8274.75| 1.74000 7699.50 REINFORCING STEEL FOR BOX CULVERT | | | 0049 4157.00 214.000 kg | 2.01000 430.14| 2.11000 451.54| 1.97000 421.58 REINFORCING STEEL FOR COLLARS | | | 0050 4310.24 5.000 EACH| 527.51000 2637.55| 554.00000 2770.00| 517.65000 2588.25 600 mm FLARED-END SECTION | | | 0051 4310.30 1.000 EACH| 610.97000 610.97| 642.00000 642.00| 599.55000 599.55 750 mm FLARED-END SECTION | | | 0052 4310.36 4.000 EACH| 796.08000 3184.32| 836.00000 3344.00| 781.20000 3124.80 900 mm FLARED-END SECTION | | | 0053 4310.54 2.000 EACH| 1580.39000 3160.78| 1660.00000 3320.00| 1550.85000 3101.70 1350 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 6 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 102,224.45| $ 107,399.00| $ 100,284.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29 TRIPLE 3.3m x 3.9m x 33.5m CONCRETE BOX CULVERT | | | 0054 0030.40 LUMP| 41500.00000 41500.00| 22483.00000 22483.00| 12000.00000 12000.00 MOBILIZATION | | | 0055 1102.00 994.000 m2 | 6.42000 6381.48| 6.74000 6699.56| 6.30000 6262.20 REMOVE ASPHALT SURFACE | | | 0056 2020.50 327.000 m2 | 49.70000 16251.90| 34.86000 11399.22| 52.50000 17167.50 SURFACING | | | 0057 4045.00 1.000 EACH| 28825.80000 28825.80| 30284.00000 30284.00| 25000.00000 25000.00 REMOVE STRUCTURE AT STA. 70+29 | | | 0058 4051.01 2500.000 m3 | 21.40000 53500.00| 22.48000 56200.00| 13.00000 32500.00 EXCAVATION FOR BOX CULVERTS | | | 0059 4054.65 LUMP| 80250.00000 80250.00| 84311.00000 84311.00| 65000.00000 65000.00 TEMPORARY SHORING | | | 0060 4101.06 389.050 m3 | 354.17000 137789.84| 372.09000 144761.61| 350.00000 136167.50 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0061 4151.00 24694.000 kg | 1.50000 37041.00| 1.57000 38769.58| 1.50000 37041.00 REINFORCING STEEL FOR BOX CULVERT | | | 0062 9009.75 623.000 m2 | 27.69000 17250.87| 31.89000 19867.47| 31.50000 19624.50 TEMPORARY SURFACING | | | SECTION TOTALS | $ 418,790.89| $ 414,775.44| $ 350,762.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28 TWIN 3.0m x 1.5m x 28.0m CONCRETE BOX CULVERT | | | 0063 0030.40 LUMP| 8400.00000 8400.00| 1574.00000 1574.00| 1470.00000 1470.00 MOBILIZATION | | | 0064 4051.01 1460.000 m3 | 12.84000 18746.40| 7.89000 11519.40| 7.37000 10760.20 EXCAVATION FOR BOX CULVERTS | | | 0065 4101.06 127.600 m3 | 354.17000 45192.09| 395.70000 50491.32| 369.60000 47160.96 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0066 4151.00 7959.000 kg | 1.50000 11938.50| 1.87000 14883.33| 1.74000 13848.66 REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 7 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 84,276.99| $ 78,468.05| $ 73,239.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 22+73.609 24.384M SIMPLE SPAN PRESTRESS GIRD BR(TYPE III)WIDEN& REDECK | | | 0067 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| 0.80000 400.00 TRAINING | | | 0068 0030.60 LUMP| 41500.00000 41500.00| 32550.00000 32550.00| 52000.00000 52000.00 MOBILIZATION | | | 0069 1010.01 1430.000 m3 | 6.46000 9237.80| 4.50000 6435.00| 6.52000 9323.60 EXCAVATION (ESTABLISHED QUANTITY) | | | 0070 1043.50 1029.000 m2 | 2.40000 2469.60| 1.44000 1481.76| 1.84000 1893.36 RIPRAP FILTER FABRIC | | | 0071 3050.15 141.300 m3 | 299.87000 42371.63| 228.83000 32333.68| 229.44000 32419.87 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0072 3051.10 9233.000 kg | 1.56000 14403.48| 1.37000 12649.21| 1.31000 12095.23 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0073 6000.10 113.000 LS | 2309.38000 2309.38| 2038.00000 2038.00| 4034.20000 4034.20 ABUTMENT NO.1 EXCAVATION | | | 0074 6000.11 113.000 LS | 2309.38000 2309.38| 2038.00000 2038.00| 4034.20000 4034.20 ABUTMENT NO.2 EXCAVATION | | | 0075 6005.60 16.000 EACH| 296.63000 4746.08| 237.94000 3807.04| 267.09000 4273.44 ELASTOMERIC BEARING | | | 0076 6010.22 48.000 m3 | 854.08000 40995.84| 351.30000 16862.40| 402.36000 19313.28 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0077 6010.26 103.800 m3 | 554.43000 57549.83| 405.07000 42046.27| 510.32000 52971.22 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0078 6011.11 17.800 LS | 28217.18000 28217.18| 22429.00000 22429.00| 24122.40000 24122.40 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 22+73.609 | | | 0079 6030.00 1.000 EACH| 42110.92000 42110.92| 127459.00000 127459.00| 20904.85000 20904.85 PREPARATION OF BRIDGE AT STA. 22+73.609 | | | 0080 6081.00 29.000 kg | 36.35000 1054.15| 12.04000 349.16| 10.03000 290.87 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0081 6105.02 988.000 Mg | 27.92000 27584.96| 21.29000 21034.52| 28.16000 27822.08 ROCK RIPRAP, TYPE B | | | 0082 6131.50 14408.000 kg | 1.87000 26942.96| 1.37000 19738.96| 1.28000 18442.24 EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 8 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 6139.50 50.600 m2 | 30.16000 1526.10| 23.72000 1200.23| 18.50000 936.10 SUBSURFACE DRAINAGE MATTING | | | 0084 6210.50 468.600 m | 78.94000 36991.28| 68.59000 32141.27| 69.40000 32520.84 PIPE PILING | | | 0085 6510.55 24.640 LS | 23703.92000 23703.92| 2852.00000 2852.00| 5216.40000 5216.40 TEMPORARY BRIDGE SHORING | | | 0086 6616.65 12.000 EACH| 528.11000 6337.32| 411.91000 4942.92| 993.41000 11920.92 BEARING DEVICE REPLACEMENT | | | 0087 8091.00 155.300 m3 | 30.10000 4674.53| 18.93000 2939.83| 44.39000 6893.77 GRANULAR BACKFILL | | | SECTION TOTALS | $ 417,436.34| $ 387,728.25| $ 341,828.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 35+42.651 42.672M 3 SPAN PRESTRESS GIRDER BR (TYPE II) WIDEN & REDECK | | | 0088 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| 0.80000 400.00 TRAINING | | | 0089 0030.60 LUMP| 49000.00000 49000.00| 42024.00000 42024.00| 52000.00000 52000.00 MOBILIZATION | | | 0090 1010.01 2365.000 m3 | 3.91000 9247.15| 4.50000 10642.50| 7.46000 17642.90 EXCAVATION (ESTABLISHED QUANTITY) | | | 0091 1043.50 1102.000 m2 | 2.34000 2578.68| 1.44000 1586.88| 1.84000 2027.68 RIPRAP FILTER FABRIC | | | 0092 3050.15 141.600 m3 | 299.87000 42461.59| 229.33000 32473.13| 249.02000 35261.23 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0093 3051.10 9303.000 kg | 1.55000 14419.65| 1.36000 12652.08| 1.31000 12186.93 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0094 6000.10 113.000 LS | 2309.38000 2309.38| 1798.00000 1798.00| 4998.19000 4998.19 ABUTMENT NO.1 EXCAVATION | | | 0095 6000.11 113.000 LS | 2309.38000 2309.38| 1798.00000 1798.00| 4998.19000 4998.19 ABUTMENT NO.2 EXCAVATION | | | 0096 6000.20 61.000 LS | 2309.38000 2309.38| 9002.00000 9002.00| 30739.71000 30739.71 PIER NO.1 EXCAVATION | | | 0097 6000.21 45.000 LS | 2309.38000 2309.38| 5467.00000 5467.00| 30739.71000 30739.71 PIER NO.2 EXCAVATION | | | 0098 6005.35 29.800 m | 163.43000 4870.21| 103.24000 3076.55| 117.84000 3511.63 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0099 6005.60 22.000 EACH| 218.96000 4817.12| 102.54000 2255.88| 133.63000 2939.86 ELASTOMERIC BEARING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 9 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 6010.22 100.200 m3 | 484.14000 48510.83| 407.03000 40784.41| 591.92000 59310.38 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0101 6010.26 162.900 m3 | 457.82000 74578.88| 414.83000 67575.81| 576.12000 93849.95 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0102 6011.11 20.300 LS | 33727.68000 33727.68| 30216.00000 30216.00| 42208.05000 42208.05 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 35+42.651 | | | 0103 6030.00 1.000 EACH| 46371.66000 46371.66| 100601.00000 100601.00| 53336.59000 53336.59 PREPARATION OF BRIDGE AT STA. 35+42.651 | | | 0104 6080.00 564.000 kg | 6.42000 3620.88| 6.42000 3620.88| 5.39000 3039.96 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0105 6081.00 94.000 kg | 6.42000 603.48| 12.03000 1130.82| 23.42000 2201.48 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0106 6105.02 1058.000 Mg | 27.31000 28893.98| 21.28000 22514.24| 29.79000 31517.82 ROCK RIPRAP, TYPE B | | | 0107 6131.50 24171.000 kg | 1.29000 31180.59| 1.37000 33114.27| 1.29000 31180.59 EPOXY COATED REINFORCING STEEL | | | 0108 6139.50 48.600 m2 | 30.39000 1476.95| 22.02000 1070.17| 22.08000 1073.09 SUBSURFACE DRAINAGE MATTING | | | 0109 6200.00 594.000 m | 86.28000 51250.32| 76.09000 45197.46| 69.53000 41300.82 CONCRETE PILING | | | 0110 6510.55 25.560 LS | 24995.68000 24995.68| 2929.00000 2929.00| 7312.28000 7312.28 TEMPORARY BRIDGE SHORING | | | 0111 6616.65 10.000 EACH| 528.11000 5281.10| 446.00000 4460.00| 1221.80000 12218.00 BEARING DEVICE REPLACEMENT | | | 0112 8091.00 137.800 m3 | 31.92000 4398.58| 18.93000 2608.55| 52.40000 7220.72 GRANULAR BACKFILL | | | SECTION TOTALS | $ 491,922.53| $ 478,998.63| $ 583,215.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6B BRIDGE AT STA. 43+91.371 42.672M 3 SPAN PRESTRESS GIRDER BR TYPE II WIDEN & REDECK | | | 0113 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| 0.80000 400.00 TRAINING | | | 0114 0030.60 LUMP| 51000.00000 51000.00| 43569.00000 43569.00| 52000.00000 52000.00 MOBILIZATION | | | 0115 1010.01 2385.000 m3 | 3.87000 9229.95| 4.50000 10732.50| 7.39000 17625.15 EXCAVATION (ESTABLISHED QUANTITY) | | | 0116 1043.50 1230.000 m2 | 2.14000 2632.20| 1.44000 1771.20| 1.84000 2263.20 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 10 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 3050.15 141.500 m3 | 299.87000 42431.61| 229.50000 32474.25| 249.20000 35261.80 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0118 3051.10 9303.000 kg | 2.14000 19908.42| 1.36000 12652.08| 1.31000 12186.93 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0119 6000.10 115.000 LS | 2309.38000 2309.38| 1838.00000 1838.00| 4998.19000 4998.19 ABUTMENT NO.1 EXCAVATION | | | 0120 6000.11 115.000 LS | 2309.38000 2309.38| 1838.00000 1838.00| 4998.19000 4998.19 ABUTMENT NO.2 EXCAVATION | | | 0121 6000.60 15.000 LS | 2309.38000 2309.38| 3774.00000 3774.00| 30739.71000 30739.71 PIER NO.1 EXCAVATION | | | 0122 6000.61 20.000 LS | 2309.38000 2309.38| 9559.00000 9559.00| 30739.71000 30739.71 PIER NO.2 EXCAVATION | | | 0123 6005.35 29.800 m | 166.04000 4947.99| 103.24000 3076.55| 117.84000 3511.63 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0124 6005.60 22.000 EACH| 218.96000 4817.12| 102.54000 2255.88| 133.63000 2939.86 ELASTOMERIC BEARING | | | 0125 6010.22 109.800 m3 | 454.39000 49892.02| 411.44000 45176.11| 549.21000 60303.26 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0126 6010.26 169.500 m3 | 445.60000 75529.20| 461.37000 78202.22| 558.96000 94743.72 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0127 6011.11 20.300 LS | 33727.68000 33727.68| 30216.00000 30216.00| 42208.05000 42208.05 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 43+91.371 | | | 0128 6030.00 1.000 EACH| 46371.66000 46371.66| 91778.00000 91778.00| 53364.19000 53364.19 PREPARATION OF BRIDGE AT STA. 43+91.371 | | | 0129 6080.00 652.000 kg | 16.05000 10464.60| 6.42000 4185.84| 4.94000 3220.88 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0130 6081.00 94.000 kg | 12.84000 1206.96| 12.03000 1130.82| 23.42000 2201.48 STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0131 6105.02 1017.000 Mg | 27.66000 28130.22| 21.29000 21651.93| 29.80000 30306.60 ROCK RIPRAP, TYPE B | | | 0132 6105.03 164.000 Mg | 32.66000 5356.24| 23.48000 3850.72| 32.03000 5252.92 ROCK RIPRAP, TYPE C | | | 0133 6131.50 24566.000 kg | 1.29000 31690.14| 1.37000 33655.42| 1.29000 31690.14 EPOXY COATED REINFORCING STEEL | | | 0134 6139.50 49.600 m2 | 30.70000 1522.72| 22.38000 1110.05| 21.63000 1072.85 SUBSURFACE DRAINAGE MATTING | | | 0135 6200.00 561.000 m | 86.04000 48268.44| 76.10000 42692.10| 69.53000 39006.33 CONCRETE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 11 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 6510.55 8.000 LS | 25086.90000 25086.90| 2929.00000 2929.00| 6140.14000 6140.14 TEMPORARY BRIDGE SHORING | | | 0137 6616.65 10.000 EACH| 528.11000 5281.10| 446.00000 4460.00| 1221.80000 12218.00 BEARING DEVICE REPLACEMENT | | | 0138 8091.00 140.100 m3 | 31.70000 4441.17| 18.95000 2654.90| 52.02000 7288.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 511,573.86| $ 487,633.57| $ 586,680.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6C BRIDGE AT STA. 61+83.515 33.528M 3 SPAN PRESTRESSED GIRDER BR TYPE II WIDEN & REDECK | | | 0139 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| 0.80000 400.00 TRAINING | | | 0140 0030.60 LUMP| 47000.00000 47000.00| 38938.00000 38938.00| 52000.00000 52000.00 MOBILIZATION | | | 0141 1010.01 1340.000 m3 | 6.89000 9232.60| 4.50000 6030.00| 7.90000 10586.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0142 1043.50 718.000 m2 | 3.09000 2218.62| 1.44000 1033.92| 1.84000 1321.12 RIPRAP FILTER FABRIC | | | 0143 3050.15 141.400 m3 | 299.87000 42401.62| 229.17000 32404.64| 249.38000 35262.33 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0144 3051.10 9265.000 kg | 2.14000 19827.10| 1.36000 12600.40| 1.31000 12137.15 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0145 6000.10 113.700 LS | 2309.38000 2309.38| 1838.00000 1838.00| 6260.89000 6260.89 ABUTMENT NO.1 EXCAVATION | | | 0146 6000.11 113.700 LS | 2309.38000 2309.38| 1838.00000 1838.00| 6260.89000 6260.89 ABUTMENT NO.2 EXCAVATION | | | 0147 6000.60 47.200 LS | 2309.38000 2309.38| 7964.00000 7964.00| 31199.07000 31199.07 PIER NO.1 EXCAVATION | | | 0148 6000.61 85.400 LS | 2309.38000 2309.38| 7964.00000 7964.00| 31199.07000 31199.07 PIER NO.2 EXCAVATION | | | 0149 6005.35 28.990 m | 168.43000 4882.79| 103.18000 2991.19| 121.13000 3511.56 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0150 6005.60 22.000 EACH| 218.96000 4817.12| 102.54000 2255.88| 133.63000 2939.86 ELASTOMERIC BEARING | | | 0151 6010.22 131.000 m3 | 446.72000 58520.32| 384.91000 50423.21| 481.30000 63050.30 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0152 6010.26 132.800 m3 | 481.34000 63921.95| 461.73000 61317.74| 627.13000 83282.86 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 12 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 6011.11 16.000 LS | 20437.00000 20437.00| 22941.00000 22941.00| 35233.30000 35233.30 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 61+83.515 | | | 0154 6030.00 1.000 EACH| 49046.66000 49046.66| 79987.00000 79987.00| 50900.00000 50900.00 PREPARATION OF BRIDGE AT STA. 61+83.515 | | | 0155 6105.02 620.000 Mg | 29.75000 18445.00| 21.30000 13206.00| 29.80000 18476.00 ROCK RIPRAP, TYPE B | | | 0156 6105.03 68.000 Mg | 52.54000 3572.72| 23.47000 1595.96| 32.04000 2178.72 ROCK RIPRAP, TYPE C | | | 0157 6131.50 21803.000 kg | 1.29000 28125.87| 1.37000 29870.11| 1.29000 28125.87 EPOXY COATED REINFORCING STEEL | | | 0158 6139.50 47.000 m2 | 32.22000 1514.34| 22.41000 1053.27| 22.83000 1073.01 SUBSURFACE DRAINAGE MATTING | | | 0159 6210.50 753.000 m | 71.05000 53500.65| 68.30000 51429.90| 68.97000 51934.41 PIPE PILING | | | 0160 6510.55 8.000 LS | 24233.57000 24233.57| 1027.00000 1027.00| 6140.14000 6140.14 TEMPORARY BRIDGE SHORING | | | 0161 6616.65 10.000 EACH| 528.11000 5281.10| 446.00000 4460.00| 1221.80000 12218.00 BEARING DEVICE REPLACEMENT | | | 0162 8091.00 140.500 m3 | 31.66000 4448.23| 21.07000 2960.34| 51.88000 7289.14 GRANULAR BACKFILL | | | SECTION TOTALS | $ 471,064.78| $ 436,529.56| $ 552,979.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 7 GUARDRAIL | | | 0163 0030.70 LUMP| 1078.46000 1078.46| 1133.00000 1133.00| 1058.31000 1058.31 MOBILIZATION | | | 0164 7001.50 4.000 EACH| 524.30000 2097.20| 551.00000 2204.00| 514.50000 2058.00 CULVERT MOUNTED GUARDRAIL POST | | | 0165 7011.20 474.360 m | 40.39000 19159.40| 42.44000 20131.84| 39.64000 18803.63 W-BEAM GUARDRAIL | | | 0166 7015.00 425.000 m | 24.61000 10459.25| 25.86000 10990.50| 24.15000 10263.75 CABLE GUARDRAIL | | | 0167 7019.50 1.000 EACH| 15220.75000 15220.75| 15991.00000 15991.00| 16500.00000 16500.00 IMPACT ATTENUATOR | | | 0168 7020.00 15.000 EACH| 1016.50000 15247.50| 1067.94000 16019.10| 997.50000 14962.50 BRIDGE APPROACH SECTIONS | | | 0169 7023.00 4.000 EACH| 1605.00000 6420.00| 1686.00000 6744.00| 1575.00000 6300.00 TERMINAL ANCHORAGE SECTIONS | | | 0170 7024.27 25.000 EACH| 1471.25000 36781.25| 1545.70000 38642.50| 1443.75000 36093.75 GUARDRAIL END TREATMENT, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 13 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 106,463.81| $ 111,855.94| $ 106,039.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 8B ELECTRICAL | | | 0171 A001.12 2.000 EACH| 321.00000 642.00| 337.00000 674.00| 315.00000 630.00 PULL BOX, TYPE PB-5 | | | 0172 A009.16 4.000 EACH| 2270.54000 9082.16| 2385.00000 9540.00| 2228.10000 8912.40 STREET LIGHTING UNIT, TYPE | | | SL-BT-12.2-3.7-0.20 | | | 0173 A020.10 1.000 EACH| 1284.00000 1284.00| 1349.00000 1349.00| 1260.00000 1260.00 LIGHTING CONTROL CENTER, TYPE D | | | 0174 A070.10 146.000 m | 6.42000 937.32| 6.74000 984.04| 6.30000 919.80 38 mm CONDUIT IN TRENCH | | | 0175 A074.12 42.000 m | 48.15000 2022.30| 50.59000 2124.78| 47.25000 1984.50 38 mm CONDUIT, JACKED | | | 0176 A080.22 188.000 m | 1.61000 302.68| 1.69000 317.72| 1.58000 297.04 STREET LIGHTING CABLE, NO. 6 BARE | | | 0177 A080.24 376.000 m | 3.21000 1206.96| 3.37000 1267.12| 3.15000 1184.40 STREET LIGHTING CABLE, NO. 6 USE | | | 0178 0030.81 LUMP| 1337.50000 1337.50| 1405.00000 1405.00| 1312.50000 1312.50 MOBILIZATION | | | SECTION TOTALS | $ 16,814.92| $ 17,661.66| $ 16,500.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 9 BITUMINOUS | | | 0179 L001.01 3.000 ha | 1543.49000 4630.47| 1622.00000 4866.00| 1514.64000 4543.92 SEEDING, TYPE A | | | 0180 L001.02 1.000 ha | 976.40000 976.40| 1026.00000 1026.00| 958.15000 958.15 SEEDING, TYPE B | | | 0181 L032.75 18.000 Mg | 74.90000 1348.20| 78.69000 1416.42| 73.50000 1323.00 MULCH | | | 0182 0002.55 289.860 StaM| 24.08000 6979.83| 25.29000 7330.56| 37.80000 10956.71 OVERLAY BROKEN LINES | | | 0183 0002.60 579.720 StaM| 24.08000 13959.66| 25.29000 14661.12| 37.80000 21913.42 OVERLAY SOLID LINES | | | 0184 0030.90 LUMP| 25980.67000 25980.67| 90025.00000 90025.00| 26030.55000 26030.55 MOBILIZATION | | | 0185 2001.03 56.000 Mg | 26.12000 1462.72| 16.33000 914.48| 26.25000 1470.00 GRAVEL SURFACE COURSE | | | 0186 2021.00 13.000 EACH| 53.50000 695.50| 56.21000 730.73| 52.50000 682.50 MAILBOX POST | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 14 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 3040.12 50.100 m2 | 151.57000 7593.66| 159.24000 7977.92| 135.15000 6771.02 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0188 3040.13 114.300 m2 | 139.80000 15979.14| 146.87000 16787.24| 133.82000 15295.63 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0189 3221.05 413.900 m2 | 123.16000 50975.92| 129.39000 53554.52| 135.15000 55938.59 CONCRETE PAVEMENT, CLASS PR-25 JOINT | | | REPAIR | | | 0190 9000.75 100.000 Mg | 14.23000 1423.00| 14.95000 1495.00| 13.97000 1397.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0191 9005.00 300.000 Mg | 39.22000 11766.00| 41.20000 12360.00| 38.48000 11544.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0192 9005.23 7490.000 Mg | 19.25000 144182.50| 20.22000 151447.80| 18.90000 141561.00 ASPHALTIC CONCRETE, TYPE SPS | | | 0193 9005.45 19950.000 Mg | 23.01000 459049.50| 24.17000 482191.50| 22.58000 450471.00 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0194 9009.00 3910.000 m2 | 3.21000 12551.10| 3.37000 13176.70| 3.15000 12316.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0195 9020.92 5.400 Mg | 212.93000 1149.82| 224.00000 1209.60| 208.95000 1128.33 PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0196 9021.01 1093.500 Mg | 212.93000 232838.96| 223.70000 244615.95| 208.95000 228486.83 PERFORMANCE GRADED BINDER (64-22) | | | 0197 9021.03 404.460 Mg | 212.93000 86121.67| 223.70000 90477.70| 208.95000 84511.92 PERFORMANCE GRADED BINDER (58-28) | | | 0198 9034.00 614.000 m2 | 3.21000 1970.94| 3.37000 2069.18| 3.15000 1934.10 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0199 9053.00 93760.000 L | 0.24000 22502.40| 0.25000 23440.00| 0.23000 21564.80 TACK COAT | | | 0200 9111.00 614.000 kL | 2.85000 1749.90| 2.98000 1829.72| 4.20000 2578.80 WATER | | | 0201 9170.00 181.870 StaM| 168.92000 30721.48| 168.62000 30666.92| 157.50000 28644.53 EARTH SHOULDER CONSTRUCTION | | | 0202 9173.00 5.680 StaM| 1086.39000 6170.70| 993.00000 5640.24| 1470.00000 8349.60 SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 15 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 9173.20 508.000 m2 | 3.48000 1767.84| 4.14000 2103.12| 3.15000 1600.20 SUBGRADE PREPARATION | | | 0204 9179.23 93.721 StaM| 552.12000 51745.24| 580.06000 54363.80| 541.80000 50778.04 COLD MILLING, CLASS 3 | | | 0205 9188.50 2908.000 m2 | 16.75000 48709.00| 17.49000 50860.92| 16.43000 47778.44 SURFACING UNDER GUARDRAIL | | | 0206 9300.52 9.500 LS | 3210.00000 3210.00| 3372.00000 3372.00| 3150.00000 3150.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,248,212.22| $ 1,370,610.14| $ 1,243,678.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 10 GENERAL ITEMS | | | 0207 0001.08 26000.000 BDAY| 0.50000 13000.00| 0.50000 13000.00| 0.50000 13000.00 BARRICADE, TYPE II | | | 0208 0001.10 5978.000 BDAY| 2.14000 12792.92| 2.25000 13450.50| 2.50000 14945.00 BARRICADE, TYPE III | | | 0209 0001.75 560.000 EACH| 5.35000 2996.00| 5.62000 3147.20| 3.99000 2234.40 TEMPORARY SIGN DAY | | | 0210 0001.90 38544.000 EACH| 0.27000 10406.88| 0.28000 10792.32| 0.21000 8094.24 SIGN DAY | | | 0211 0002.30 700.000 m | 2.14000 1498.00| 2.25000 1575.00| 1.05000 735.00 PAVEMENT MARKING REMOVAL | | | 0212 0002.44 10000.000 m | 1.07000 10700.00| 1.12000 11200.00| 0.74000 7400.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0213 0002.47 700.000 m | 0.27000 189.00| 0.28000 196.00| 1.05000 735.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0214 0003.10 80.000 DAY | 274.39000 21951.20| 247.31000 19784.80| 294.00000 23520.00 FLAGGING | | | 0215 0003.20 30.000 DAY | 399.11000 11973.30| 314.76000 9442.80| 367.50000 11025.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0216 0003.51 374.000 m | 25.68000 9604.32| 15.46000 5782.04| 84.55000 31621.70 INSTALL CONCRETE PROTECTION BARRIER | | | 0217 0003.56 1026.000 m | 10.16000 10424.16| 13.12000 13461.12| 10.03000 10290.78 RELOCATE CONCRETE PROTECTION BARRIER | | | 0218 0003.75 4.000 EACH| 11235.00000 44940.00| 11804.00000 47216.00| 13650.00000 54600.00 TEMPORARY TRAFFIC SIGNAL | | | 0219 0010.04 1.000 EACH| 4012.50000 4012.50| 3035.00000 3035.00| 3675.00000 3675.00 FIELD OFFICE | | | 0220 0030.00 LUMP| 10225.56000 10225.56| 11811.00000 11811.00| 525.00000 525.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 16 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(1) 1416 |(2) 0049 |(3) 2817 |LUXA CONSTRUCTION COMPANY, I|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0221 9110.01 40.000 HOUR| 82.71000 3308.40| 112.41000 4496.40| 105.00000 4200.00 RENTAL OF LOADER, FULLY OPERATED | | | 0222 9110.02 30.000 HOUR| 71.33000 2139.90| 112.41000 3372.30| 78.75000 2362.50 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0223 9110.03 40.000 HOUR| 55.96000 2238.40| 73.07000 2922.80| 57.75000 2310.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0224 9110.07 40.000 HOUR| 40.13000 1605.20| 73.07000 2922.80| 105.00000 4200.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 174,005.74| $ 177,608.08| $ 195,473.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,244,619.98| $ 4,266,181.45| $ 4,330,832.81 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 17 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |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 L006.00 4.000 ha | 251.42000 1005.68| 250.00000 1000.00| COVER CROP SEEDING | | | 0002 L020.00 2197.000 m2 | 1.53000 3361.41| 1.60000 3515.20| EROSION CONTROL | | | 0003 L020.01 450.000 m2 | 4.97000 2236.50| 5.00000 2250.00| EROSION CONTROL, TYPE A | | | 0004 L020.08 3786.000 m2 | 4.97000 18816.42| 5.00000 18930.00| EROSION CONTROL, TYPE AA | | | 0005 L021.01 35.000 BALE| 13.23000 463.05| 13.50000 472.50| EROSION CHECKS, TYPE A | | | 0006 L021.21 224.000 BALE| 13.23000 2963.52| 13.50000 3024.00| EROSION CHECKS, TYPE AA | | | 0007 L022.11 565.000 m | 6.68000 3774.20| 7.00000 3955.00| FABRIC SILT FENCE-LOW POROSITY | | | 0008 L022.75 255.000 m | 15.27000 3893.85| 16.00000 4080.00| TEMPORARY SILT CHECK | | | 0009 0030.10 LUMP| 9975.39000 9975.39| 10000.00000 10000.00| MOBILIZATION | | | 0010 1009.00 LUMP| 5903.80000 5903.80| 6000.00000 6000.00| GENERAL CLEARING AND GRUBBING | | | 0011 1010.00 21044.000 m3 | 3.15000 66288.60| 3.10000 65236.40| EXCAVATION | | | 0012 1011.00 440.000 kL | 4.07000 1790.80| 4.20000 1848.00| WATER | | | 0013 1043.50 36.000 m2 | 5.09000 183.24| 5.20000 187.20| RIPRAP FILTER FABRIC | | | 0014 1090.00 1.000 EACH| 1526.85000 1526.85| 1500.00000 1500.00| ABANDON WELLS | | | 0015 1101.00 1408.100 m2 | 4.28000 6026.67| 4.30000 6054.83| REMOVE PAVEMENT | | | 0016 1102.00 4663.400 m2 | 3.56000 16601.70| 3.20000 14922.88| REMOVE ASPHALT SURFACE | | | 0017 1109.00 410.000 m | 9.16000 3755.60| 9.10000 3731.00| REMOVE CURB | | | 0018 1122.01 501.000 m2 | 4.99000 2499.99| 5.00000 2505.00| REMOVE CONCRETE MEDIAN SURFACING | | | 0019 1122.30 2.000 EACH| 203.58000 407.16| 200.00000 400.00| REMOVE ISLAND NOSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 18 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1124.00 1.000 EACH| 508.95000 508.95| 600.00000 600.00| REMOVE BUILDING AT STA. 400+75 RT. | | | 0021 1124.01 1.000 EACH| 508.95000 508.95| 600.00000 600.00| REMOVE BUILDING AT STA. 401+00 RT. | | | 0022 1124.02 1.000 EACH| 814.32000 814.32| 1000.00000 1000.00| REMOVE BUILDING AT STA. 401+07 RT | | | 0023 1124.03 1.000 EACH| 508.95000 508.95| 600.00000 600.00| REMOVE BUILDING AT STA. 401+10 RT. | | | 0024 1125.00 1.000 EACH| 3053.69000 3053.69| 3500.00000 3500.00| CLEAR TRACT AT STA. 400+25 TO STA. | | | 401+25 RT. | | | 0025 1701.30 48.000 m | 94.66000 4543.68| 95.00000 4560.00| 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0026 1701.36 27.000 m | 104.84000 2830.68| 105.00000 2835.00| 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0027 1705.42 16.000 m | 157.77000 2524.32| 160.00000 2560.00| 1050 mm ROUND EQUIVALENT DRIVEWAY | | | CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0028 6040.00 1.000 EACH| 1017.90000 1017.90| 1000.00000 1000.00| REMOVE STRUCTURE AT STA. 47+15.21 RT. | | | 0029 6040.01 1.000 EACH| 1017.90000 1017.90| 1000.00000 1000.00| REMOVE STRUCTURE AT STA. 51+92.29 RT. | | | 0030 6040.03 1.000 EACH| 1017.90000 1017.90| 1000.00000 1000.00| REMOVE STRUCTURE AT STA. 54+18.65 RT. | | | 0031 6105.02 50.000 Mg | 15.27000 763.50| 35.00000 1750.00| ROCK RIPRAP, TYPE B | | | 0032 7017.00 1492.110 m | 3.56000 5311.91| 4.00000 5968.44| REMOVE GUARDRAIL | | | SECTION TOTALS | $ 175,897.08| $ 176,585.45| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0033 P120.24 7.500 m | 144.54000 1084.05| 140.00000 1050.00| 600 mm CULVERT PIPE, TYPE 2 | | | 0034 P120.30 14.000 m | 180.17000 2522.38| 155.00000 2170.00| 750 mm CULVERT PIPE, TYPE 2 | | | 0035 P120.36 6.000 m | 268.72000 1612.32| 200.00000 1200.00| 900 mm CULVERT PIPE, TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 19 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 P310.54 19.000 m | 455.00000 8645.00| 320.00000 6080.00| 1350 mm CULVERT PIPE, TYPE 2,4 OR 5 | | | 0037 P500.24 12.000 m | 164.90000 1978.80| 140.00000 1680.00| 600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | 0038 P500.36 31.000 m | 277.89000 8614.59| 290.00000 8990.00| 900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | 0039 0030.40 LUMP| 2239.37000 2239.37| 12000.00000 12000.00| MOBILIZATION | | | 0040 4035.00 6.000 EACH| 208.67000 1252.02| 110.00000 660.00| REMOVE FLARED-END SECTION | | | 0041 4040.00 2.000 EACH| 1704.98000 3409.96| 180.00000 360.00| REMOVE HEADWALLS FROM CULVERTS | | | 0042 4044.00 1.000 EACH| 1323.27000 1323.27| 6000.00000 6000.00| PREPARATION OF STRUCTURE AT STA. 80+80 | | | 0043 4045.00 1.000 EACH| 4539.82000 4539.82| 9000.00000 9000.00| REMOVE STRUCTURE AT STA. 500+17.7 | | | 0044 4050.01 620.000 m3 | 12.21000 7570.20| 16.00000 9920.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0045 4051.01 555.000 m3 | 8.75000 4856.25| 12.00000 6660.00| EXCAVATION FOR BOX CULVERTS | | | 0046 4101.06 75.390 m3 | 372.55000 28086.54| 380.00000 28648.20| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0047 4107.07 5.150 m3 | 481.47000 2479.57| 600.00000 3090.00| CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0048 4151.00 4425.000 kg | 1.69000 7478.25| 1.80000 7965.00| REINFORCING STEEL FOR BOX CULVERT | | | 0049 4157.00 214.000 kg | 1.91000 408.74| 2.80000 599.20| REINFORCING STEEL FOR COLLARS | | | 0050 4310.24 5.000 EACH| 501.82000 2509.10| 600.00000 3000.00| 600 mm FLARED-END SECTION | | | 0051 4310.30 1.000 EACH| 581.22000 581.22| 900.00000 900.00| 750 mm FLARED-END SECTION | | | 0052 4310.36 4.000 EACH| 757.32000 3029.28| 830.00000 3320.00| 900 mm FLARED-END SECTION | | | 0053 4310.54 2.000 EACH| 1503.43000 3006.86| 1500.00000 3000.00| 1350 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 20 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 97,227.59| $ 116,292.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CONCRETE BOX CULVERT AT STA. 70+29 TRIPLE 3.3m x 3.9m x 33.5m CONCRETE BOX CULVERT | | | 0054 0030.40 LUMP| 27483.22000 27483.22| 23000.00000 23000.00| MOBILIZATION | | | 0055 1102.00 994.000 m2 | 6.62000 6580.28| 6.00000 5964.00| REMOVE ASPHALT SURFACE | | | 0056 2020.50 327.000 m2 | 67.18000 21967.86| 30.00000 9810.00| SURFACING | | | 0057 4045.00 1.000 EACH| 20357.94000 20357.94| 20000.00000 20000.00| REMOVE STRUCTURE AT STA. 70+29 | | | 0058 4051.01 2500.000 m3 | 12.21000 30525.00| 12.00000 30000.00| EXCAVATION FOR BOX CULVERTS | | | 0059 4054.65 LUMP| 71252.80000 71252.80| 70000.00000 70000.00| TEMPORARY SHORING | | | 0060 4101.06 389.050 m3 | 386.80000 150484.54| 380.00000 147839.00| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0061 4151.00 24694.000 kg | 1.78000 43955.32| 1.80000 44449.20| REINFORCING STEEL FOR BOX CULVERT | | | 0062 9009.75 623.000 m2 | 34.81000 21686.63| 26.00000 16198.00| TEMPORARY SURFACING | | | SECTION TOTALS | $ 394,293.59| $ 367,260.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CONCRETE BOX CULVERT AT STA. 500+28 TWIN 3.0m x 1.5m x 28.0m CONCRETE BOX CULVERT | | | 0063 0030.40 LUMP| 1425.06000 1425.06| 9000.00000 9000.00| MOBILIZATION | | | 0064 4051.01 1460.000 m3 | 7.15000 10439.00| 14.70000 21462.00| EXCAVATION FOR BOX CULVERTS | | | 0065 4101.06 127.600 m3 | 358.30000 45719.08| 390.00000 49764.00| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0066 4151.00 7959.000 kg | 1.69000 13450.71| 1.80000 14326.20| REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 21 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 71,033.85| $ 94,552.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 22+73.609 24.384M SIMPLE SPAN PRESTRESS GIRD BR(TYPE III)WIDEN& REDECK | | | 0067 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| TRAINING | | | 0068 0030.60 LUMP| 42128.73000 42128.73| 45000.00000 45000.00| MOBILIZATION | | | 0069 1010.01 1430.000 m3 | 5.07000 7250.10| 3.00000 4290.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0070 1043.50 1029.000 m2 | 1.62000 1666.98| 2.00000 2058.00| RIPRAP FILTER FABRIC | | | 0071 3050.15 141.300 m3 | 258.32000 36500.62| 200.00000 28260.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0072 3051.10 9233.000 kg | 1.55000 14311.15| 1.10000 10156.30| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0073 6000.10 113.000 LS | 2295.36000 2295.36| 15000.00000 15000.00| ABUTMENT NO.1 EXCAVATION | | | 0074 6000.11 113.000 LS | 2295.36000 2295.36| 15000.00000 15000.00| ABUTMENT NO.2 EXCAVATION | | | 0075 6005.60 16.000 EACH| 269.61000 4313.76| 400.00000 6400.00| ELASTOMERIC BEARING | | | 0076 6010.22 48.000 m3 | 396.19000 19017.12| 900.00000 43200.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0077 6010.26 103.800 m3 | 456.79000 47414.80| 650.00000 67470.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0078 6011.11 17.800 LS | 25417.91000 25417.91| 40000.00000 40000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 22+73.609 | | | 0079 6030.00 1.000 EACH| 132370.39000 132370.39| 90000.00000 90000.00| PREPARATION OF BRIDGE AT STA. 22+73.609 | | | 0080 6081.00 29.000 kg | 13.59000 394.11| 6.00000 174.00| STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0081 6105.02 988.000 Mg | 24.09000 23800.92| 24.00000 23712.00| ROCK RIPRAP, TYPE B | | | 0082 6131.50 14408.000 kg | 1.55000 22332.40| 1.20000 17289.60| EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 22 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 6139.50 50.600 m2 | 26.78000 1355.07| 40.00000 2024.00| SUBSURFACE DRAINAGE MATTING | | | 0084 6210.50 468.600 m | 77.58000 36353.99| 80.00000 37488.00| PIPE PILING | | | 0085 6510.55 24.640 LS | 3221.64000 3221.64| 7000.00000 7000.00| TEMPORARY BRIDGE SHORING | | | 0086 6616.65 12.000 EACH| 465.00000 5580.00| 1500.00000 18000.00| BEARING DEVICE REPLACEMENT | | | 0087 8091.00 155.300 m3 | 21.46000 3332.74| 24.00000 3727.20| GRANULAR BACKFILL | | | SECTION TOTALS | $ 431,753.15| $ 476,649.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 35+42.651 42.672M 3 SPAN PRESTRESS GIRDER BR (TYPE II) WIDEN & REDECK | | | 0088 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| TRAINING | | | 0089 0030.60 LUMP| 53863.04000 53863.04| 60000.00000 60000.00| MOBILIZATION | | | 0090 1010.01 2365.000 m3 | 5.07000 11990.55| 3.00000 7095.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0091 1043.50 1102.000 m2 | 1.62000 1785.24| 2.00000 2204.00| RIPRAP FILTER FABRIC | | | 0092 3050.15 141.600 m3 | 258.90000 36660.24| 200.00000 28320.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0093 3051.10 9303.000 kg | 1.55000 14419.65| 1.10000 10233.30| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0094 6000.10 113.000 LS | 2025.62000 2025.62| 10000.00000 10000.00| ABUTMENT NO.1 EXCAVATION | | | 0095 6000.11 113.000 LS | 2025.62000 2025.62| 10000.00000 10000.00| ABUTMENT NO.2 EXCAVATION | | | 0096 6000.20 61.000 LS | 10138.26000 10138.26| 35000.00000 35000.00| PIER NO.1 EXCAVATION | | | 0097 6000.21 45.000 LS | 6155.22000 6155.22| 35000.00000 35000.00| PIER NO.2 EXCAVATION | | | 0098 6005.35 29.800 m | 116.90000 3483.62| 300.00000 8940.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0099 6005.60 22.000 EACH| 116.10000 2554.20| 200.00000 4400.00| ELASTOMERIC BEARING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 23 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 6010.22 100.200 m3 | 459.08000 45999.82| 580.00000 58116.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0101 6010.26 162.900 m3 | 467.78000 76201.36| 490.00000 79821.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0102 6011.11 20.300 LS | 34245.11000 34245.11| 50000.00000 50000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 35+42.651 | | | 0103 6030.00 1.000 EACH| 106654.24000 106654.24| 110000.00000 110000.00| PREPARATION OF BRIDGE AT STA. 35+42.651 | | | 0104 6080.00 564.000 kg | 7.27000 4100.28| 8.00000 4512.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0105 6081.00 94.000 kg | 13.57000 1275.58| 9.00000 846.00| STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0106 6105.02 1058.000 Mg | 24.09000 25487.22| 24.00000 25392.00| ROCK RIPRAP, TYPE B | | | 0107 6131.50 24171.000 kg | 1.55000 37465.05| 1.20000 29005.20| EPOXY COATED REINFORCING STEEL | | | 0108 6139.50 48.600 m2 | 24.86000 1208.20| 40.00000 1944.00| SUBSURFACE DRAINAGE MATTING | | | 0109 6200.00 594.000 m | 86.09000 51137.46| 80.00000 47520.00| CONCRETE PILING | | | 0110 6510.55 25.560 LS | 3308.17000 3308.17| 7000.00000 7000.00| TEMPORARY BRIDGE SHORING | | | 0111 6616.65 10.000 EACH| 502.84000 5028.40| 1500.00000 15000.00| BEARING DEVICE REPLACEMENT | | | 0112 8091.00 137.800 m3 | 21.46000 2957.19| 24.00000 3307.20| GRANULAR BACKFILL | | | SECTION TOTALS | $ 540,569.34| $ 644,055.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6B BRIDGE AT STA. 43+91.371 42.672M 3 SPAN PRESTRESS GIRDER BR TYPE II WIDEN & REDECK | | | 0113 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| TRAINING | | | 0114 0030.60 LUMP| 54437.14000 54437.14| 60000.00000 60000.00| MOBILIZATION | | | 0115 1010.01 2385.000 m3 | 5.07000 12091.95| 3.00000 7155.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0116 1043.50 1230.000 m2 | 1.62000 1992.60| 2.00000 2460.00| RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 24 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 3050.15 141.500 m3 | 259.09000 36661.24| 200.00000 28300.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0118 3051.10 9303.000 kg | 1.55000 14419.65| 1.10000 10233.30| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0119 6000.10 115.000 LS | 2070.40000 2070.40| 10000.00000 10000.00| ABUTMENT NO.1 EXCAVATION | | | 0120 6000.11 115.000 LS | 2070.40000 2070.40| 10000.00000 10000.00| ABUTMENT NO.2 EXCAVATION | | | 0121 6000.60 15.000 LS | 4246.67000 4246.67| 35000.00000 35000.00| PIER NO.1 EXCAVATION | | | 0122 6000.61 20.000 LS | 10763.24000 10763.24| 35000.00000 35000.00| PIER NO.2 EXCAVATION | | | 0123 6005.35 29.800 m | 116.90000 3483.62| 300.00000 8940.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0124 6005.60 22.000 EACH| 116.10000 2554.20| 200.00000 4400.00| ELASTOMERIC BEARING | | | 0125 6010.22 109.800 m3 | 464.06000 50953.79| 580.00000 63684.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0126 6010.26 169.500 m3 | 520.15000 88165.43| 490.00000 83055.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0127 6011.11 20.300 LS | 34245.11000 34245.11| 50000.00000 50000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 43+91.371 | | | 0128 6030.00 1.000 EACH| 97904.40000 97904.40| 120000.00000 120000.00| PREPARATION OF BRIDGE AT STA. 43+91.371 | | | 0129 6080.00 652.000 kg | 7.27000 4740.04| 8.00000 5216.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0130 6081.00 94.000 kg | 13.57000 1275.58| 9.00000 846.00| STRUCTURAL STEEL FOR SUPERSTRUCTURE | | | 0131 6105.02 1017.000 Mg | 24.09000 24499.53| 24.00000 24408.00| ROCK RIPRAP, TYPE B | | | 0132 6105.03 164.000 Mg | 26.59000 4360.76| 26.00000 4264.00| ROCK RIPRAP, TYPE C | | | 0133 6131.50 24566.000 kg | 1.55000 38077.30| 1.20000 29479.20| EPOXY COATED REINFORCING STEEL | | | 0134 6139.50 49.600 m2 | 25.26000 1252.90| 40.00000 1984.00| SUBSURFACE DRAINAGE MATTING | | | 0135 6200.00 561.000 m | 86.10000 48302.10| 80.00000 44880.00| CONCRETE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 25 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0136 6510.55 8.000 LS | 3308.17000 3308.17| 7000.00000 7000.00| TEMPORARY BRIDGE SHORING | | | 0137 6616.65 10.000 EACH| 502.84000 5028.40| 1500.00000 15000.00| BEARING DEVICE REPLACEMENT | | | 0138 8091.00 140.100 m3 | 21.49000 3010.75| 24.00000 3362.40| GRANULAR BACKFILL | | | SECTION TOTALS | $ 550,315.37| $ 665,066.90| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6C BRIDGE AT STA. 61+83.515 33.528M 3 SPAN PRESTRESSED GIRDER BR TYPE II WIDEN & REDECK | | | 0139 0020.00 500.000 HOUR| 0.80000 400.00| 0.80000 400.00| TRAINING | | | 0140 0030.60 LUMP| 48794.93000 48794.93| 60000.00000 60000.00| MOBILIZATION | | | 0141 1010.01 1340.000 m3 | 5.07000 6793.80| 3.00000 4020.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0142 1043.50 718.000 m2 | 1.63000 1170.34| 2.00000 1436.00| RIPRAP FILTER FABRIC | | | 0143 3050.15 141.400 m3 | 258.72000 36583.01| 200.00000 28280.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0144 3051.10 9265.000 kg | 1.55000 14360.75| 1.10000 10191.50| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0145 6000.10 113.700 LS | 2070.40000 2070.40| 10000.00000 10000.00| ABUTMENT NO.1 EXCAVATION | | | 0146 6000.11 113.700 LS | 2070.40000 2070.40| 10000.00000 10000.00| ABUTMENT NO.2 EXCAVATION | | | 0147 6000.60 47.200 LS | 8967.67000 8967.67| 35000.00000 35000.00| PIER NO.1 EXCAVATION | | | 0148 6000.61 85.400 LS | 8967.67000 8967.67| 35000.00000 35000.00| PIER NO.2 EXCAVATION | | | 0149 6005.35 28.990 m | 116.82000 3386.61| 300.00000 8697.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0150 6005.60 22.000 EACH| 116.10000 2554.20| 200.00000 4400.00| ELASTOMERIC BEARING | | | 0151 6010.22 131.000 m3 | 434.16000 56874.96| 580.00000 75980.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0152 6010.26 132.800 m3 | 520.55000 69129.04| 490.00000 65072.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 26 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 6011.11 16.000 LS | 25999.13000 25999.13| 45000.00000 45000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 61+83.515 | | | 0154 6030.00 1.000 EACH| 85065.66000 85065.66| 120000.00000 120000.00| PREPARATION OF BRIDGE AT STA. 61+83.515 | | | 0155 6105.02 620.000 Mg | 24.12000 14954.40| 24.00000 14880.00| ROCK RIPRAP, TYPE B | | | 0156 6105.03 68.000 Mg | 26.58000 1807.44| 26.00000 1768.00| ROCK RIPRAP, TYPE C | | | 0157 6131.50 21803.000 kg | 1.55000 33794.65| 1.20000 26163.60| EPOXY COATED REINFORCING STEEL | | | 0158 6139.50 47.000 m2 | 25.28000 1188.16| 40.00000 1880.00| SUBSURFACE DRAINAGE MATTING | | | 0159 6210.50 753.000 m | 77.27000 58184.31| 75.00000 56475.00| PIPE PILING | | | 0160 6510.55 8.000 LS | 1160.40000 1160.40| 7000.00000 7000.00| TEMPORARY BRIDGE SHORING | | | 0161 6616.65 10.000 EACH| 502.84000 5028.40| 1500.00000 15000.00| BEARING DEVICE REPLACEMENT | | | 0162 8091.00 140.500 m3 | 23.88000 3355.14| 24.00000 3372.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 492,661.47| $ 640,015.10| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 7 GUARDRAIL | | | 0163 0030.70 LUMP| 1025.95000 1025.95| 1200.00000 1200.00| MOBILIZATION | | | 0164 7001.50 4.000 EACH| 498.77000 1995.08| 500.00000 2000.00| CULVERT MOUNTED GUARDRAIL POST | | | 0165 7011.20 474.360 m | 38.43000 18229.65| 38.00000 18025.68| W-BEAM GUARDRAIL | | | 0166 7015.00 425.000 m | 23.41000 9949.25| 24.00000 10200.00| CABLE GUARDRAIL | | | 0167 7019.50 1.000 EACH| 14479.59000 14479.59| 15000.00000 15000.00| IMPACT ATTENUATOR | | | 0168 7020.00 15.000 EACH| 967.00000 14505.00| 960.00000 14400.00| BRIDGE APPROACH SECTIONS | | | 0169 7023.00 4.000 EACH| 1526.85000 6107.40| 1600.00000 6400.00| TERMINAL ANCHORAGE SECTIONS | | | 0170 7024.27 25.000 EACH| 1399.61000 34990.25| 1400.00000 35000.00| GUARDRAIL END TREATMENT, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 27 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 101,282.17| $ 102,225.68| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 8B ELECTRICAL | | | 0171 A001.12 2.000 EACH| 305.37000 610.74| 350.00000 700.00| PULL BOX, TYPE PB-5 | | | 0172 A009.16 4.000 EACH| 2159.98000 8639.92| 2200.00000 8800.00| STREET LIGHTING UNIT, TYPE | | | SL-BT-12.2-3.7-0.20 | | | 0173 A020.10 1.000 EACH| 1221.48000 1221.48| 1250.00000 1250.00| LIGHTING CONTROL CENTER, TYPE D | | | 0174 A070.10 146.000 m | 6.11000 892.06| 6.20000 905.20| 38 mm CONDUIT IN TRENCH | | | 0175 A074.12 42.000 m | 45.81000 1924.02| 46.00000 1932.00| 38 mm CONDUIT, JACKED | | | 0176 A080.22 188.000 m | 1.53000 287.64| 1.60000 300.80| STREET LIGHTING CABLE, NO. 6 BARE | | | 0177 A080.24 376.000 m | 3.05000 1146.80| 3.20000 1203.20| STREET LIGHTING CABLE, NO. 6 USE | | | 0178 0030.81 LUMP| 1272.37000 1272.37| 1500.00000 1500.00| MOBILIZATION | | | SECTION TOTALS | $ 15,995.03| $ 16,591.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 9 BITUMINOUS | | | 0179 L001.01 3.000 ha | 1468.33000 4404.99| 1500.00000 4500.00| SEEDING, TYPE A | | | 0180 L001.02 1.000 ha | 928.85000 928.85| 1000.00000 1000.00| SEEDING, TYPE B | | | 0181 L032.75 18.000 Mg | 71.25000 1282.50| 70.00000 1260.00| MULCH | | | 0182 0002.55 289.860 StaM| 22.90000 6637.79| 37.00000 10724.82| OVERLAY BROKEN LINES | | | 0183 0002.60 579.720 StaM| 22.90000 13275.59| 37.00000 21449.64| OVERLAY SOLID LINES | | | 0184 0030.90 LUMP| 49999.63000 49999.63| 25000.00000 25000.00| MOBILIZATION | | | 0185 2001.03 56.000 Mg | 22.44000 1256.64| 22.00000 1232.00| GRAVEL SURFACE COURSE | | | 0186 2021.00 13.000 EACH| 50.89000 661.57| 60.00000 780.00| MAILBOX POST | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 28 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0187 3040.12 50.100 m2 | 131.01000 6563.60| 142.00000 7114.20| CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0188 3040.13 114.300 m2 | 129.73000 14828.14| 131.00000 14973.30| CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0189 3221.05 413.900 m2 | 131.01000 54225.04| 116.00000 48012.40| CONCRETE PAVEMENT, CLASS PR-25 JOINT | | | REPAIR | | | 0190 9000.75 100.000 Mg | 19.08000 1908.00| 13.40000 1340.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0191 9005.00 300.000 Mg | 33.12000 9936.00| 37.00000 11100.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0192 9005.23 7490.000 Mg | 20.03000 150024.70| 18.00000 134820.00| ASPHALTIC CONCRETE, TYPE SPS | | | 0193 9005.45 19950.000 Mg | 25.10000 500745.00| 21.60000 430920.00| ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0194 9009.00 3910.000 m2 | 2.30000 8993.00| 3.00000 11730.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0195 9020.92 5.400 Mg | 201.97000 1090.64| 200.00000 1080.00| PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0196 9021.01 1093.500 Mg | 201.97000 220854.20| 200.00000 218700.00| PERFORMANCE GRADED BINDER (64-22) | | | 0197 9021.03 404.460 Mg | 201.97000 81688.79| 200.00000 80892.00| PERFORMANCE GRADED BINDER (58-28) | | | 0198 9034.00 614.000 m2 | 2.29000 1406.06| 3.00000 1842.00| PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0199 9053.00 93760.000 L | 0.19000 17814.40| 0.23000 21564.80| TACK COAT | | | 0200 9111.00 614.000 kL | 2.69000 1651.66| 2.00000 1228.00| WATER | | | 0201 9170.00 181.870 StaM| 152.68000 27767.91| 90.00000 16368.30| EARTH SHOULDER CONSTRUCTION | | | 0202 9173.00 5.680 StaM| 1336.72000 7592.57| 800.00000 4544.00| SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 29 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 9173.20 508.000 m2 | 2.43000 1234.44| 3.00000 1524.00| SUBGRADE PREPARATION | | | 0204 9179.23 93.721 StaM| 512.00000 47985.15| 510.00000 47797.71| COLD MILLING, CLASS 3 | | | 0205 9188.50 2908.000 m2 | 23.13000 67262.04| 16.00000 46528.00| SURFACING UNDER GUARDRAIL | | | 0206 9300.52 9.500 LS | 2035.79000 2035.79| 3000.00000 3000.00| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,304,054.69| $ 1,171,025.17| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 10 GENERAL ITEMS | | | 0207 0001.08 26000.000 BDAY| 0.50000 13000.00| 0.50000 13000.00| BARRICADE, TYPE II | | | 0208 0001.10 5978.000 BDAY| 2.04000 12195.12| 2.40000 14347.20| BARRICADE, TYPE III | | | 0209 0001.75 560.000 EACH| 5.09000 2850.40| 3.90000 2184.00| TEMPORARY SIGN DAY | | | 0210 0001.90 38544.000 EACH| 0.25000 9636.00| 0.21000 8094.24| SIGN DAY | | | 0211 0002.30 700.000 m | 2.04000 1428.00| 1.10000 770.00| PAVEMENT MARKING REMOVAL | | | 0212 0002.44 10000.000 m | 1.02000 10200.00| 0.73000 7300.00| TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0213 0002.47 700.000 m | 0.25000 175.00| 1.05000 735.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0214 0003.10 80.000 DAY | 318.27000 25461.60| 250.00000 20000.00| FLAGGING | | | 0215 0003.20 30.000 DAY | 405.02000 12150.60| 350.00000 10500.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0216 0003.51 374.000 m | 46.99000 17574.26| 30.00000 11220.00| INSTALL CONCRETE PROTECTION BARRIER | | | 0217 0003.56 1026.000 m | 10.02000 10280.52| 10.00000 10260.00| RELOCATE CONCRETE PROTECTION BARRIER | | | 0218 0003.75 4.000 EACH| 11196.87000 44787.48| 12500.00000 50000.00| TEMPORARY TRAFFIC SIGNAL | | | 0219 0010.04 1.000 EACH| 2544.74000 2544.74| 4000.00000 4000.00| FIELD OFFICE | | | 0220 0030.00 LUMP| 6766.88000 6766.88| 10000.00000 10000.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 30 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 2794X1 COUNTIES : WASHINGTON LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 2 PROJECT(S) : EACNH-BH-30-7(115) ==================================================================================================================================== |(4) 1661 |(5) 0880 | |U.S. ASPHALT CO. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0221 9110.01 40.000 HOUR| 68.21000 2728.40| 50.00000 2000.00| RENTAL OF LOADER, FULLY OPERATED | | | 0222 9110.02 30.000 HOUR| 67.91000 2037.30| 50.00000 1500.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0223 9110.03 40.000 HOUR| 56.07000 2242.80| 40.00000 1600.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0224 9110.07 40.000 HOUR| 51.62000 2064.80| 30.00000 1200.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 178,123.90| $ 168,710.44| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,353,207.23| $ 4,639,029.54| ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.