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05/23/2003
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May 22, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : 2 VENDOR RANKING CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-EACBR-10-2(111) ON N-10 NORTH OF KEARNEY. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 5,884,195.47 100.0000% 2 2252 PAULSEN, INC. $ 6,235,738.26 105.9744% 3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 6,448,575.79 109.5915% NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -3 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS 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| 21000.00000 21000.00| 30000.00000 30000.00| 75000.00000 75000.00 MOBILIZATION | | | 0002 1000.00 10.000 EACH| 555.56000 5555.60| 500.00000 5000.00| 500.00000 5000.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 11111.11000 11111.11| 10000.00000 10000.00| 34000.00000 34000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 82877.000 m3 | 1.31000 108568.87| 2.00000 165754.00| 1.98000 164096.46 EXCAVATION | | | 0005 1010.10 41062.000 m3 | 2.78000 114152.36| 3.00000 123186.00| 3.76000 154393.12 EXCAVATION, BORROW | | | 0006 1011.00 9295.000 kL | 2.64000 24538.80| 3.50000 32532.50| 2.64000 24538.80 WATER | | | 0007 1012.00 110.000 EACH| 62.00000 6820.00| 65.00000 7150.00| 65.00000 7150.00 RIGHT-OF-WAY MARKERS | | | 0008 1090.00 3.000 EACH| 555.56000 1666.68| 500.00000 1500.00| 800.00000 2400.00 ABANDON WELLS | | | 0009 1101.25 1700.000 m | 8.20000 13940.00| 8.20000 13940.00| 8.20000 13940.00 SAWING PAVEMENT | | | 0010 1102.00 28631.000 m2 | 1.39000 39797.09| 3.20000 91619.20| 3.19000 91332.89 REMOVE ASPHALT SURFACE | | | 0011 1106.00 3924.000 m2 | 1.94000 7612.56| 3.00000 11772.00| 4.50000 17658.00 REMOVE DRIVEWAY | | | 0012 1124.00 1.000 EACH| 277.78000 277.78| 275.00000 275.00| 300.00000 300.00 REMOVE BUILDING AT STA. 110+00 RT. | | | 0013 1125.00 1.000 EACH| 733.33000 733.33| 700.00000 700.00| 1000.00000 1000.00 CLEAR TRACT AT STA. 99+99 TO STA. | | | 100+20 LT. | | | 0014 1125.01 1.000 EACH| 277.78000 277.78| 300.00000 300.00| 750.00000 750.00 CLEAR TRACT AT STA. 109+35 TO STA. | | | 109+54 LT. | | | 0015 1125.02 1.000 EACH| 733.33000 733.33| 700.00000 700.00| 1000.00000 1000.00 CLEAR TRACT AT STA. 111+46 TO STA. | | | 111+83 LT. | | | 0016 1128.00 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 500.00000 500.00 REMOVE SLAB | | | 0017 1701.18 101.700 m | 46.27000 4705.66| 50.00000 5085.00| 36.00000 3661.20 450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -4 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 1701.24 208.000 m | 61.39000 12769.12| 60.00000 12480.00| 50.00000 10400.00 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0019 1701.30 50.000 m | 90.66000 4533.00| 82.00000 4100.00| 75.00000 3750.00 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0020 1701.36 58.000 m | 108.20000 6275.60| 94.00000 5452.00| 88.00000 5104.00 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0021 1703.48 49.200 m | 185.76000 9139.39| 146.00000 7183.20| 160.00000 7872.00 1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3 | | | 4 OR 5 | | | 0022 1703.54 52.000 m | 212.30000 11039.60| 180.00000 9360.00| 173.00000 8996.00 1350 mm DRIVEWAY CULVERT PIPE, TYPE 2,3 | | | 4 OR 5 | | | 0023 1705.30 17.000 m | 97.22000 1652.74| 97.00000 1649.00| 78.00000 1326.00 750 mm ROUND EQUIVALENT DRIVEWAY | | | CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0024 1705.36 64.000 m | 114.94000 7356.16| 110.00000 7040.00| 95.00000 6080.00 900 mm ROUND EQUIVALENT DRIVEWAY | | | CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0025 4040.00 4.000 EACH| 277.78000 1111.12| 134.00000 536.00| 100.00000 400.00 REMOVE HEADWALLS FROM CULVERTS | | | 0026 4045.00 1.000 EACH| 555.56000 555.56| 500.00000 500.00| 1500.00000 1500.00 REMOVE STRUCTURE AT STA. 107+60.34 LT. | | | 0027 4045.01 1.000 EACH| 555.56000 555.56| 500.00000 500.00| 1500.00000 1500.00 REMOVE STRUCTURE AT STA. 114+19.18 LT. | | | 0028 4310.48 4.000 EACH| 1204.38000 4817.52| 825.00000 3300.00| 825.00000 3300.00 1200 mm FLARED-END SECTION | | | 0029 4310.54 8.000 EACH| 1391.80000 11134.40| 960.00000 7680.00| 925.00000 7400.00 1350 mm FLARED-END SECTION | | | 0030 7017.00 356.400 m | 3.33000 1186.81| 7.00000 2494.80| 6.50000 2316.60 REMOVE GUARDRAIL | | | 0031 L006.00 22.100 ha | 67.87000 1499.93| 100.00000 2210.00| 155.00000 3425.50 COVER CROP SEEDING | | | 0032 L020.01 11393.200 m2 | 5.20000 59244.64| 6.30000 71777.16| 5.50000 62662.60 EROSION CONTROL, TYPE A | | | 0033 L020.08 1223.300 m2 | 5.75000 7033.98| 6.75000 8257.28| 5.75000 7033.98 EROSION CONTROL, TYPE AA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -5 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 L020.09 2389.500 m2 | 12.00000 28674.00| 12.00000 28674.00| 13.75000 32855.63 EROSION CONTROL, TYPE AAA | | | 0035 L020.10 1102.200 m2 | 1.55000 1708.41| 1.50000 1653.30| 1.50000 1653.30 EROSION CONTROL, TYPE HV | | | 0036 L021.01 408.000 BALE| 15.00000 6120.00| 25.00000 10200.00| 17.00000 6936.00 EROSION CHECKS, TYPE A | | | 0037 L021.06 652.000 BALE| 15.00000 9780.00| 20.00000 13040.00| 14.50000 9454.00 EROSION CHECKS, TYPE HV | | | 0038 L021.11 192.000 BALE| 16.00000 3072.00| 30.00000 5760.00| 22.00000 4224.00 EROSION CHECKS, TYPE ST-A | | | 0039 L021.21 84.000 BALE| 16.00000 1344.00| 31.00000 2604.00| 25.00000 2100.00 EROSION CHECKS, TYPE AA | | | 0040 L022.11 4033.000 m | 6.00000 24198.00| 11.00000 44363.00| 7.00000 28231.00 FABRIC SILT FENCE-LOW POROSITY | | | 0041 L022.75 873.000 m | 19.75000 17241.75| 22.00000 19206.00| 12.00000 10476.00 TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 594,034.24| $ 770,083.44| $ 825,717.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0042 0030.30 LUMP| 155000.00000 155000.00| 135000.00000 135000.00| 130000.00000 130000.00 MOBILIZATION | | | 0043 2001.00 331.000 m3 | 7.00000 2317.00| 14.00000 4634.00| 7.63000 2525.53 GRAVEL SURFACE COURSE | | | 0044 2009.10 4.072 StaM| 500.00000 2036.00| 150.00000 610.80| 221.66000 902.60 GRAVEL EMBEDMENT | | | 0045 2021.00 31.000 EACH| 40.00000 1240.00| 44.00000 1364.00| 40.00000 1240.00 MAILBOX POST | | | 0046 3011.25 81.000 m | 29.00000 2349.00| 11.50000 931.50| 49.40000 4001.40 CONCRETE CLASS 47B-25 CURB TYPE II | | | 0047 3017.40 695.000 m2 | 27.00000 18765.00| 27.00000 18765.00| 32.91000 22872.45 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0048 3020.24 178.400 m2 | 27.50000 4906.00| 25.00000 4460.00| 46.55000 8304.52 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0049 3075.46 25413.200 m2 | 36.85000 936476.42| 30.00000 762396.00| 29.96000 761379.47 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0050 3089.25 5835.000 m2 | 32.91000 192029.85| 37.00000 215895.00| 28.09000 163905.15 TEMPORARY SURFACING 200 mm | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -6 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 3300.50 1.787 LS | 2500.00000 2500.00| 2000.00000 2000.00| 9518.78000 9518.78 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0052 7500.32 8.000 EACH| 225.00000 1800.00| 225.00000 1800.00| 225.00000 1800.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0053 7502.14 3700.000 m | 7.05000 26085.00| 7.05000 26085.00| 7.05000 26085.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0054 7503.14 3200.000 m | 7.38000 23616.00| 7.40000 23680.00| 7.38000 23616.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0055 7508.14 75.000 m | 24.60000 1845.00| 25.00000 1875.00| 24.60000 1845.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0056 7509.14 35.000 m | 26.25000 918.75| 26.25000 918.75| 26.25000 918.75 300 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0057 8022.00 105.000 Mg | 126.73000 13306.65| 150.00000 15750.00| 126.73000 13306.65 HYDRATED LIME | | | 0058 8029.84 25413.000 m2 | 2.33000 59212.29| 1.55000 39390.15| 3.79000 96315.27 BITUMINOUS FOUNDATION COURSE 100 mm | | | 0059 8110.50 56.472 StaM| 1598.00000 90242.26| 1850.00000 104473.20| 1598.00000 90242.26 HYDRATED LIME SLURRY STABILIZATION | | | 0060 8111.00 168.108 StaM| 300.00000 50432.40| 230.00000 38664.84| 315.84000 53095.23 SHOULDER SUBGRADE PREPARATION | | | 0061 9000.75 300.000 Mg | 12.46000 3738.00| 13.00000 3900.00| 17.61000 5283.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0062 9005.00 300.000 Mg | 28.35000 8505.00| 24.00000 7200.00| 53.25000 15975.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0063 9005.23 17720.000 Mg | 12.46000 220791.20| 14.80000 262256.00| 17.61000 312049.20 ASPHALTIC CONCRETE, TYPE SPS | | | 0064 9005.45 14850.000 Mg | 20.49000 304276.50| 24.00000 356400.00| 22.09000 328036.50 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0065 9009.00 8654.000 m2 | 0.25000 2163.50| 2.25000 19471.50| 4.83000 41798.82 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -7 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 9020.92 16.200 Mg | 210.00000 3402.00| 236.00000 3823.20| 282.30000 4573.26 PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0067 9021.01 956.880 Mg | 210.00000 200944.80| 236.00000 225823.68| 282.30000 270127.22 PERFORMANCE GRADED BINDER (64-22) | | | 0068 9021.03 818.100 Mg | 210.00000 171801.00| 236.00000 193071.60| 282.30000 230949.63 PERFORMANCE GRADED BINDER (58-28) | | | 0069 9034.00 8654.000 m2 | 0.25000 2163.50| 2.75000 23798.50| 2.22000 19211.88 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0070 9052.15 106365.000 L | 0.28000 29782.20| 0.35000 37227.75| 0.28000 29782.20 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0071 9053.00 63030.000 L | 0.25000 15757.50| 0.30000 18909.00| 0.29000 18278.70 TACK COAT | | | 0072 9111.00 1575.000 kL | 2.00000 3150.00| 3.50000 5512.50| 2.75000 4331.25 WATER | | | 0073 9140.00 24.317 StaM| 345.00000 8389.37| 100.00000 2431.70| 147.46000 3585.78 JOINT SEALING - ASPHALT TO CONCRETE | | | 0074 9170.00 11.282 StaM| 350.00000 3948.70| 400.00000 4512.80| 475.00000 5358.95 EARTH SHOULDER CONSTRUCTION | | | 0075 9173.20 38010.000 m2 | 1.45000 55114.50| 0.80000 30408.00| 1.13000 42951.30 SUBGRADE PREPARATION | | | 0076 9188.50 932.000 m2 | 25.00000 23300.00| 35.00000 32620.00| 25.02000 23318.64 SURFACING UNDER GUARDRAIL | | | 0077 9300.52 4.220 LS | 2500.00000 2500.00| 1750.00000 1750.00| 2000.00000 2000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 2,644,805.39| $ 2,627,809.47| $ 2,769,485.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0078 0030.40 LUMP| 5200.00000 5200.00| 7000.00000 7000.00| 25000.00000 25000.00 MOBILIZATION | | | 0079 1043.50 769.520 m2 | 2.40000 1846.85| 2.40000 1846.85| 2.40000 1846.85 RIPRAP FILTER FABRIC | | | 0080 4004.50 5305.000 kg | 2.80000 14854.00| 2.80000 14854.00| 2.80000 14854.00 CAST IRON GRATE AND FRAME | | | 0081 4035.00 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 85.00000 340.00 REMOVE FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -8 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 4040.00 40.000 EACH| 100.00000 4000.00| 100.00000 4000.00| 100.00000 4000.00 REMOVE HEADWALLS FROM CULVERTS | | | 0083 4044.01 1.000 EACH| 1600.00000 1600.00| 1800.00000 1800.00| 1600.00000 1600.00 PREPARATION OF STRUCTURE AT STA. 177+62 | | | 78 | | | 0084 4050.01 1169.000 m3 | 10.00000 11690.00| 11.00000 12859.00| 10.00000 11690.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0085 4051.01 140.000 m3 | 11.00000 1540.00| 11.00000 1540.00| 11.00000 1540.00 EXCAVATION FOR BOX CULVERTS | | | 0086 4100.06 13.500 m3 | 600.00000 8100.00| 600.00000 8100.00| 600.00000 8100.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0087 4101.06 92.400 m3 | 376.00000 34742.40| 380.00000 35112.00| 376.00000 34742.40 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0088 4105.59 23.530 m3 | 575.00000 13529.75| 600.00000 14118.00| 575.00000 13529.75 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0089 4150.00 990.000 kg | 2.00000 1980.00| 2.20000 2178.00| 2.00000 1980.00 REINFORCING STEEL FOR HEADWALL | | | 0090 4151.00 6397.000 kg | 1.50000 9595.50| 1.50000 9595.50| 1.50000 9595.50 REINFORCING STEEL FOR BOX CULVERT | | | 0091 4155.50 896.000 kg | 2.00000 1792.00| 2.00000 1792.00| 2.00000 1792.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0092 4310.15 1.000 EACH| 360.00000 360.00| 360.00000 360.00| 360.00000 360.00 375 mm FLARED-END SECTION | | | 0093 4310.18 1.000 EACH| 385.00000 385.00| 385.00000 385.00| 385.00000 385.00 450 mm FLARED-END SECTION | | | 0094 4310.24 23.000 EACH| 200.00000 4600.00| 225.00000 5175.00| 200.00000 4600.00 600 mm FLARED-END SECTION | | | 0095 4310.30 4.000 EACH| 270.00000 1080.00| 280.00000 1120.00| 270.00000 1080.00 750 mm FLARED-END SECTION | | | 0096 4310.36 6.000 EACH| 360.00000 2160.00| 380.00000 2280.00| 360.00000 2160.00 900 mm FLARED-END SECTION | | | 0097 4310.48 8.000 EACH| 810.00000 6480.00| 850.00000 6800.00| 810.00000 6480.00 1200 mm FLARED-END SECTION | | | 0098 4320.48 2.000 EACH| 700.00000 1400.00| 750.00000 1500.00| 700.00000 1400.00 1200 mm ROUND EQUIVALENT FLARED-END | | | SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -9 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 4670.05 26.780 m3 | 50.00000 1339.00| 52.00000 1392.56| 50.00000 1339.00 CULVERT SANDFILL | | | 0100 4870.15 19.800 m | 440.00000 8712.00| 440.00000 8712.00| 440.00000 8712.00 JACKING 375 mm STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0101 4875.18 26.000 m | 465.00000 12090.00| 465.00000 12090.00| 465.00000 12090.00 JACKING 450 mm STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0102 4885.48 50.000 m | 1000.00000 50000.00| 1000.00000 50000.00| 1000.00000 50000.00 JACKING 1200 mm CULVERT PIPE, TYPE 2 | | | CLASS V | | | 0103 6040.00 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 700.00000 700.00 REMOVE STRUCTURE AT STA. 163+17.57 RT. | | | 0104 6105.01 67.700 Mg | 41.00000 2775.70| 43.00000 2911.10| 41.00000 2775.70 ROCK RIPRAP, TYPE A | | | 0105 6105.02 55.800 Mg | 41.00000 2287.80| 43.00000 2399.40| 41.00000 2287.80 ROCK RIPRAP, TYPE B | | | 0106 6105.03 621.300 Mg | 41.00000 25473.30| 43.00000 26715.90| 41.00000 25473.30 ROCK RIPRAP, TYPE C | | | 0107 P120.48 28.000 m | 290.00000 8120.00| 310.00000 8680.00| 290.00000 8120.00 1200 mm CULVERT PIPE, TYPE 2 | | | 0108 P129.48 50.000 m | 284.00000 14200.00| 300.00000 15000.00| 284.00000 14200.00 1200 mm CULVERT PIPE, TYPE 2 CLASS V | | | 0109 P300.24 189.800 m | 71.00000 13475.80| 75.00000 14235.00| 71.00000 13475.80 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0110 P300.30 18.400 m | 97.00000 1784.80| 100.00000 1840.00| 97.00000 1784.80 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0111 P300.36 28.800 m | 103.00000 2966.40| 105.00000 3024.00| 103.00000 2966.40 900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0112 P300.48 35.600 m | 175.00000 6230.00| 180.00000 6408.00| 175.00000 6230.00 1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0113 P372.48 28.000 m | 212.00000 5936.00| 220.00000 6160.00| 212.00000 5936.00 1200 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2,4 OR 5 | | | 0114 P500.30 14.000 m | 118.00000 1652.00| 123.00000 1722.00| 118.00000 1652.00 750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | | 0115 P500.36 45.000 m | 137.00000 6165.00| 140.00000 6300.00| 137.00000 6165.00 900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | 0116 P700.15 28.000 m | 70.00000 1960.00| 70.00000 1960.00| 70.00000 1960.00 375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -10 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 P700.18 4.000 m | 86.00000 344.00| 86.00000 344.00| 86.00000 344.00 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0118 P700.24 294.000 m | 116.00000 34104.00| 116.00000 34104.00| 116.00000 34104.00 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0119 P702.15 10.200 m | 70.00000 714.00| 75.00000 765.00| 70.00000 714.00 375 mm STORM SEWER PIPE, TYPE 1 | | | 0120 P702.18 18.000 m | 86.00000 1548.00| 86.00000 1548.00| 86.00000 1548.00 450 mm STORM SEWER PIPE, TYPE 1 | | | 0121 P705.15 19.800 m | 50.00000 990.00| 52.00000 1029.60| 50.00000 990.00 375 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0122 P705.18 26.000 m | 46.00000 1196.00| 48.00000 1248.00| 46.00000 1196.00 450 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | SECTION TOTALS | $ 332,039.30| $ 342,093.91| $ 351,839.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CULVERT AT STA. 161+27.67 TRIPLE 3.1 m X 1.2 m REINFORCED CONCRETE BOX CULVERT | | | 0123 0030.40 LUMP| 750.00000 750.00| 1000.00000 1000.00| 750.00000 750.00 MOBILIZATION | | | 0124 4044.00 1.000 EACH| 2200.00000 2200.00| 2300.00000 2300.00| 2200.00000 2200.00 PREPARATION OF STRUCTURE AT STA. 161+27 | | | 67 | | | 0125 4051.01 220.000 m3 | 12.00000 2640.00| 12.00000 2640.00| 12.00000 2640.00 EXCAVATION FOR BOX CULVERTS | | | 0126 4101.06 82.430 m3 | 396.00000 32642.28| 396.00000 32642.28| 396.00000 32642.28 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0127 4151.00 6164.000 kg | 1.42000 8752.88| 1.50000 9246.00| 1.42000 8752.88 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 46,985.16| $ 47,828.28| $ 46,985.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0128 0030.50 LUMP| 3250.00000 3250.00| 7000.00000 7000.00| 4500.00000 4500.00 MOBILIZATION | | | 0129 L001.01 9.800 ha | 999.00000 9790.20| 1400.00000 13720.00| 1250.00000 12250.00 SEEDING, TYPE A | | | 0130 L001.02 5.100 ha | 903.00000 4605.30| 1300.00000 6630.00| 1250.00000 6375.00 SEEDING, TYPE B | | | 0131 L001.03 2.000 ha | 1293.00000 2586.00| 1800.00000 3600.00| 1525.00000 3050.00 SEEDING, TYPE C | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -11 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 L001.32 7.200 ha | 805.00000 5796.00| 1300.00000 9360.00| 1250.00000 9000.00 SEEDING, TYPE B-1 | | | 0133 L032.75 74.500 Mg | 70.00000 5215.00| 115.00000 8567.50| 82.00000 6109.00 MULCH | | | 0134 L032.80 24.840 Mg | 485.00000 12047.40| 1700.00000 42228.00| 825.00000 20493.00 HYDROMULCH | | | SECTION TOTALS | $ 43,289.90| $ 91,105.50| $ 61,777.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 94+18 2-6.4 & 1-8.534 m SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0135 0030.60 LUMP| 8500.00000 8500.00| 15000.00000 15000.00| 50000.00000 50000.00 MOBILIZATION | | | 0136 1010.01 550.000 m3 | 13.00000 7150.00| 13.00000 7150.00| 13.00000 7150.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0137 1043.50 72.000 m2 | 2.40000 172.80| 2.40000 172.80| 2.40000 172.80 RIPRAP FILTER FABRIC | | | 0138 3050.15 251.600 m3 | 300.00000 75480.00| 300.00000 75480.00| 300.00000 75480.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0139 3051.10 18280.000 kg | 1.42000 25957.60| 1.42000 25957.60| 1.42000 25957.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0140 6000.10 39.000 LS | 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 ABUTMENT NO.1 EXCAVATION | | | 0141 6000.11 39.000 LS | 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 ABUTMENT NO.2 EXCAVATION | | | 0142 6010.22 116.900 m3 | 395.00000 46175.50| 395.00000 46175.50| 395.00000 46175.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0143 6010.26 114.600 m3 | 395.00000 45267.00| 395.00000 45267.00| 395.00000 45267.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0144 6011.11 79.400 LS | 165000.00000 165000.00| 175000.00000 175000.00| 165000.00000 165000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 94+18 | | | 0145 6040.00 1.000 EACH| 6900.00000 6900.00| 6900.00000 6900.00| 6900.00000 6900.00 REMOVE STRUCTURE AT STA. 94+11.18 RT. | | | 0146 6080.00 2985.000 kg | 3.90000 11641.50| 4.00000 11940.00| 3.90000 11641.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0147 6104.00 29.000 Mg | 19.00000 551.00| 19.00000 551.00| 19.00000 551.00 BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -12 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0148 6131.50 24340.000 kg | 1.32000 32128.80| 1.35000 32859.00| 1.32000 32128.80 EPOXY COATED REINFORCING STEEL | | | 0149 6210.50 1708.000 m | 84.00000 143472.00| 90.00000 153720.00| 84.00000 143472.00 PIPE PILING | | | 0150 6251.00 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2000.00000 8000.00 TEST PILE | | | 0151 6310.00 500.100 m2 | 85.00000 42508.50| 85.00000 42508.50| 85.00000 42508.50 STEEL SHEET PILING | | | 0152 6510.55 55.000 LS | 4900.00000 4900.00| 5000.00000 5000.00| 4900.00000 4900.00 TEMPORARY BRIDGE SHORING | | | 0153 8091.00 310.000 m3 | 12.00000 3720.00| 12.50000 3875.00| 12.00000 3720.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 631,924.70| $ 659,956.40| $ 673,424.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6A BRIDGE AT STA. 104+77.5 2-12.8 & 1-17.07 m SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0154 0030.60 LUMP| 8500.00000 8500.00| 15000.00000 15000.00| 65000.00000 65000.00 MOBILIZATION | | | 0155 1010.01 2065.000 m3 | 12.00000 24780.00| 12.00000 24780.00| 12.00000 24780.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0156 1043.50 1032.000 m2 | 2.00000 2064.00| 2.00000 2064.00| 2.00000 2064.00 RIPRAP FILTER FABRIC | | | 0157 3050.15 185.000 m3 | 300.00000 55500.00| 310.00000 57350.00| 300.00000 55500.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0158 3051.10 13825.000 kg | 1.42000 19631.50| 1.45000 20046.25| 1.42000 19631.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0159 6000.10 39.000 LS | 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 ABUTMENT NO.1 EXCAVATION | | | 0160 6000.11 39.000 LS | 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 ABUTMENT NO.2 EXCAVATION | | | 0161 6001.00 41.100 LS | 4800.00000 4800.00| 4800.00000 4800.00| 4800.00000 4800.00 BENT NO.1 EXCAVATION | | | 0162 6001.01 41.100 LS | 4800.00000 4800.00| 4800.00000 4800.00| 4800.00000 4800.00 BENT NO.2 EXCAVATION | | | 0163 6010.22 267.900 m3 | 395.00000 105820.50| 400.00000 107160.00| 395.00000 105820.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0164 6010.26 169.400 m3 | 395.00000 66913.00| 400.00000 67760.00| 395.00000 66913.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -13 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 6011.11 145.200 LS | 194000.00000 194000.00| 200000.00000 200000.00| 194000.00000 194000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 104+77.5 | | | 0166 6040.01 1.000 EACH| 11500.00000 11500.00| 11500.00000 11500.00| 11500.00000 11500.00 REMOVE STRUCTURE AT STA. 104+82.04 | | | 0167 6080.00 3315.000 kg | 3.25000 10773.75| 3.40000 11271.00| 3.25000 10773.75 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0168 6104.00 27.000 Mg | 12.00000 324.00| 12.00000 324.00| 12.00000 324.00 BROKEN CONCRETE RIPRAP | | | 0169 6105.02 937.000 Mg | 44.00000 41228.00| 46.00000 43102.00| 44.00000 41228.00 ROCK RIPRAP, TYPE B | | | 0170 6131.50 33345.000 kg | 1.32000 44015.40| 1.40000 46683.00| 1.32000 44015.40 EPOXY COATED REINFORCING STEEL | | | 0171 6210.50 850.500 m | 84.00000 71442.00| 90.00000 76545.00| 84.00000 71442.00 PIPE PILING | | | 0172 6251.00 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2000.00000 4000.00 TEST PILE | | | 0173 6310.00 499.200 m2 | 85.00000 42432.00| 90.00000 44928.00| 85.00000 42432.00 STEEL SHEET PILING | | | 0174 6510.55 55.000 LS | 5800.00000 5800.00| 5800.00000 5800.00| 5800.00000 5800.00 TEMPORARY BRIDGE SHORING | | | 0175 8091.00 260.000 m3 | 12.00000 3120.00| 12.50000 3250.00| 12.00000 3120.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 725,844.15| $ 755,563.25| $ 782,344.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6B BRIDGE AT STA. 125+03.6 1-22.86 m SPAN, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0176 0030.60 LUMP| 8500.00000 8500.00| 15000.00000 15000.00| 25000.00000 25000.00 MOBILIZATION | | | 0177 1010.01 935.000 m3 | 12.00000 11220.00| 12.00000 11220.00| 12.00000 11220.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0178 1043.50 709.000 m2 | 2.00000 1418.00| 2.20000 1559.80| 2.00000 1418.00 RIPRAP FILTER FABRIC | | | 0179 3050.15 150.400 m3 | 300.00000 45120.00| 310.00000 46624.00| 300.00000 45120.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0180 3051.10 10545.000 kg | 1.32000 13919.40| 1.32000 13919.40| 1.32000 13919.40 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -14 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 6000.10 22.000 LS | 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00 ABUTMENT NO.1 EXCAVATION | | | 0182 6000.11 22.000 LS | 2400.00000 2400.00| 2400.00000 2400.00| 2400.00000 2400.00 ABUTMENT NO.2 EXCAVATION | | | 0183 6010.22 47.300 m3 | 460.00000 21758.00| 460.00000 21758.00| 460.00000 21758.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0184 6010.26 75.900 m3 | 440.00000 33396.00| 440.00000 33396.00| 440.00000 33396.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0185 6011.11 76.800 LS | 101600.00000 101600.00| 110000.00000 110000.00| 101600.00000 101600.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 125+03.6 | | | 0186 6040.02 1.000 EACH| 5200.00000 5200.00| 5200.00000 5200.00| 5200.00000 5200.00 REMOVE STRUCTURE AT STA. 125+04.13 | | | 0187 6080.00 2455.000 kg | 3.75000 9206.25| 3.75000 9206.25| 3.75000 9206.25 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0188 6104.00 26.000 Mg | 12.00000 312.00| 12.00000 312.00| 12.00000 312.00 BROKEN CONCRETE RIPRAP | | | 0189 6105.02 613.000 Mg | 44.00000 26972.00| 44.00000 26972.00| 44.00000 26972.00 ROCK RIPRAP, TYPE B | | | 0190 6131.50 11790.000 kg | 1.32000 15562.80| 1.35000 15916.50| 1.32000 15562.80 EPOXY COATED REINFORCING STEEL | | | 0191 6210.50 571.500 m | 84.00000 48006.00| 85.00000 48577.50| 84.00000 48006.00 PIPE PILING | | | 0192 6310.00 433.700 m2 | 85.00000 36864.50| 85.00000 36864.50| 85.00000 36864.50 STEEL SHEET PILING | | | 0193 6510.55 55.000 LS | 5200.00000 5200.00| 5400.00000 5400.00| 5200.00000 5200.00 TEMPORARY BRIDGE SHORING | | | 0194 8091.00 330.000 m3 | 12.00000 3960.00| 12.00000 3960.00| 12.00000 3960.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 393,014.95| $ 410,685.95| $ 409,514.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 7 GUARDRAIL | | | 0195 0030.70 LUMP| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 MOBILIZATION | | | 0196 7011.20 312.600 m | 36.07000 11275.48| 36.10000 11284.86| 36.07000 11275.48 W-BEAM GUARDRAIL | | | 0197 7020.00 12.000 EACH| 1582.00000 18984.00| 1582.00000 18984.00| 1582.00000 18984.00 BRIDGE APPROACH SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -15 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0198 7024.27 12.000 EACH| 1350.00000 16200.00| 1400.00000 16800.00| 1350.00000 16200.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 48,059.48| $ 48,668.86| $ 48,059.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 8B ELECTRICAL | | | 0199 0030.81 LUMP| 2100.00000 2100.00| 4000.00000 4000.00| 2100.00000 2100.00 MOBILIZATION | | | 0200 A001.12 2.000 EACH| 305.00000 610.00| 400.00000 800.00| 305.00000 610.00 PULL BOX, TYPE PB-5 | | | 0201 A001.16 1.000 EACH| 365.00000 365.00| 420.00000 420.00| 365.00000 365.00 PULL BOX, TYPE PB-6 | | | 0202 A009.14 4.000 EACH| 1650.00000 6600.00| 1800.00000 7200.00| 1650.00000 6600.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.25 | | | 0203 A070.10 469.000 m | 7.20000 3376.80| 8.50000 3986.50| 7.20000 3376.80 38 mm CONDUIT IN TRENCH | | | 0204 A072.10 109.000 m | 7.20000 784.80| 9.50000 1035.50| 7.20000 784.80 38 mm CONDUIT UNDER ROADWAY | | | 0205 A080.22 578.000 m | 1.70000 982.60| 1.50000 867.00| 1.70000 982.60 STREET LIGHTING CABLE, NO. 6 BARE | | | 0206 A080.24 1156.000 m | 2.25000 2601.00| 1.60000 1849.60| 2.25000 2601.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0207 A630.20 1.000 EACH| 130.00000 130.00| 52.00000 52.00| 130.00000 130.00 REMOVE PULL BOX | | | 0208 A700.20 7.000 EACH| 735.00000 5145.00| 800.00000 5600.00| 735.00000 5145.00 RELOCATE STREET LIGHTING UNIT | | | 0209 A705.20 1.000 EACH| 670.00000 670.00| 800.00000 800.00| 670.00000 670.00 RELOCATE LIGHTING CONTROL CENTER, TYPE | | | SECTION TOTALS | $ 23,365.20| $ 26,610.60| $ 23,365.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | 0210 0001.08 53314.000 BDAY| 0.50000 26657.00| 0.50000 26657.00| 0.50000 26657.00 BARRICADE, TYPE II | | | 0211 0001.10 17321.000 BDAY| 1.00000 17321.00| 3.00000 51963.00| 0.55000 9526.55 BARRICADE, TYPE III | | | 0212 0001.75 320.000 EACH| 2.00000 640.00| 2.00000 640.00| 2.00000 640.00 TEMPORARY SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -16 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0213 0001.90 41235.000 EACH| 0.50000 20617.50| 0.45000 18555.75| 0.35000 14432.25 SIGN DAY | | | 0214 0001.99 5536.000 EACH| 0.85000 4705.60| 0.85000 4705.60| 0.85000 4705.60 CONTRACTOR FURNISHED SIGN DAY | | | 0215 0002.30 5000.000 m | 1.15000 5750.00| 1.20000 6000.00| 1.15000 5750.00 PAVEMENT MARKING REMOVAL | | | 0216 0002.39 15500.000 m | 2.46000 38130.00| 2.50000 38750.00| 2.46000 38130.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0217 0002.47 7500.000 m | 1.80000 13500.00| 1.85000 13875.00| 1.80000 13500.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0218 0002.55 263.000 StaM| 19.70000 5181.10| 20.00000 5260.00| 19.70000 5181.10 OVERLAY BROKEN LINES | | | 0219 0002.60 526.000 StaM| 19.70000 10362.20| 20.00000 10520.00| 19.70000 10362.20 OVERLAY SOLID LINES | | | 0220 0002.97 496.000 DAY | 15.00000 7440.00| 20.00000 9920.00| 15.00000 7440.00 FLASHING ARROW PANEL | | | 0221 0003.10 60.000 DAY | 185.00000 11100.00| 172.00000 10320.00| 197.41000 11844.60 FLAGGING | | | 0222 0003.20 25.000 DAY | 285.00000 7125.00| 260.00000 6500.00| 255.32000 6383.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0223 0003.50 491.500 m | 90.00000 44235.00| 150.00000 73725.00| 149.00000 73233.50 CONCRETE PROTECTION BARRIER | | | 0224 0003.56 335.300 m | 12.00000 4023.60| 12.50000 4191.25| 12.00000 4023.60 RELOCATE CONCRETE PROTECTION BARRIER | | | 0225 0003.70 8.000 EACH| 350.00000 2800.00| 350.00000 2800.00| 350.00000 2800.00 TEMPORARY RUMBLE STRIP | | | 0226 0003.75 2.000 EACH| 7850.00000 15700.00| 8000.00000 16000.00| 7850.00000 15700.00 TEMPORARY TRAFFIC SIGNAL | | | 0227 0005.10 439.000 DAY | 105.00000 46095.00| 110.00000 48290.00| 105.00000 46095.00 TRAFFIC CONTROL MANAGEMENT | | | 0228 0010.04 1.000 EACH| 1500.00000 1500.00| 2400.00000 2400.00| 2155.28000 2155.28 FIELD OFFICE | | | 0229 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0230 0030.00 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 35000.00000 35000.00 MOBILIZATION | | | 0231 1017.00 9.195 LS | 75000.00000 75000.00| 65000.00000 65000.00| 85000.00000 85000.00 CONSTRUCTION STAKING AND SURVEYING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 05/22/03 PAGE : F12 -17 TABULATION OF BIDS CALL ORDER : F12 CONTRACT ID : 4913 COUNTIES : BUFFALO LETTING DATE : 05/22/03 1:30 pm DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 2252 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0232 9110.01 150.000 HOUR| 65.00000 9750.00| 52.00000 7800.00| 56.30000 8445.00 RENTAL OF LOADER, FULLY OPERATED | | | 0233 9110.02 30.000 HOUR| 75.00000 2250.00| 52.00000 1560.00| 63.85000 1915.50 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0234 9110.03 150.000 HOUR| 45.00000 6750.00| 45.00000 6750.00| 67.38000 10107.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0235 9110.06 120.000 HOUR| 55.00000 6600.00| 50.00000 6000.00| 78.16000 9379.20 RENTAL OF BACKHOE, FULLY OPERATED | | | 0236 9110.07 150.000 HOUR| 40.00000 6000.00| 37.00000 5550.00| 40.38000 6057.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 400,833.00| $ 455,332.60| $ 456,063.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,884,195.47| $ 6,235,738.26| $ 6,448,575.79 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