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12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : S-31-2(1007) N-31, ELKHORN SOUTH -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2182 WBE COMPANY, INC. $ 2,407,088.79 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 2,773,497.48 115.2221% 3 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 3,052,511.29 126.8134% 4 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 3,151,240.58 130.9150% 5 0751 IRVING F. JENSEN CO., INC. $ 3,350,619.95 139.1980% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -3 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH 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| 4000.00000 4000.00| 15664.00000 15664.00| 50000.00000 50000.00 MOBILIZATION | | | 0002 1000.00 28.000 EACH| 90.00000 2520.00| 261.04000 7309.12| 260.00000 7280.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1500.00000 1500.00| 7831.00000 7831.00| 7900.00000 7900.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 26921.000 m3 | 1.80000 48457.80| 2.87000 77263.27| 3.00000 80763.00 EXCAVATION | | | 0005 1010.10 4270.000 m3 | 3.85000 16439.50| 5.74000 24509.80| 5.80000 24766.00 EXCAVATION, BORROW | | | 0006 1011.00 624.000 kL | 2.00000 1248.00| 2.00000 1248.00| 2.00000 1248.00 WATER | | | 0007 1012.00 46.000 EACH| 63.00000 2898.00| 67.87000 3122.02| 84.00000 3864.00 RIGHT-OF-WAY MARKERS | | | 0008 1101.00 20699.000 m2 | 3.60000 74516.40| 3.65000 75551.35| 3.70000 76586.30 REMOVE PAVEMENT | | | 0009 1101.25 1020.300 m | 8.20000 8366.46| 8.20000 8366.46| 8.20000 8366.46 SAWING PAVEMENT | | | 0010 1106.00 540.000 m2 | 3.60000 1944.00| 3.65000 1971.00| 3.70000 1998.00 REMOVE DRIVEWAY | | | 0011 1107.00 200.000 m2 | 2.00000 400.00| 3.65000 730.00| 3.70000 740.00 REMOVE WALK | | | 0012 1117.00 1.000 EACH| 199.00000 199.00| 173.00000 173.00| 577.00000 577.00 REMOVE MANHOLE | | | 0013 1119.00 7.000 EACH| 199.00000 1393.00| 173.00000 1211.00| 260.00000 1820.00 REMOVE INLET | | | 0014 1121.20 15.000 m | 3.60000 54.00| 31.32000 469.80| 32.00000 480.00 REMOVE FLUME SPILLWAY | | | 0015 1122.01 266.000 m2 | 3.60000 957.60| 3.65000 970.90| 4.00000 1064.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0016 1125.00 1.000 EACH| 1500.00000 1500.00| 1566.00000 1566.00| 1580.00000 1580.00 CLEAR TRACT STA. 142+10 TO STA. 142+40 | | | RT. | | | 0017 3017.50 652.000 m2 | 63.43000 41356.36| 66.23000 43181.96| 63.00000 41076.00 INTERLOCKING CONCRETE PAVER BLOCK | | | 0018 4045.00 1.000 EACH| 1200.00000 1200.00| 1566.00000 1566.00| 1580.00000 1580.00 REMOVE STRUCTURE AT STA. 142+28 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -4 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 7017.00 222.000 m | 9.00000 1998.00| 5.22000 1158.84| 5.50000 1221.00 REMOVE GUARDRAIL | | | 0020 9110.01 25.000 HOUR| 45.00000 1125.00| 114.86000 2871.50| 110.00000 2750.00 RENTAL OF LOADER, FULLY OPERATED | | | 0021 9110.03 25.000 HOUR| 35.00000 875.00| 78.31000 1957.75| 100.00000 2500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0022 9110.06 25.000 HOUR| 60.00000 1500.00| 114.86000 2871.50| 115.00000 2875.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0023 9110.07 25.000 HOUR| 45.00000 1125.00| 114.86000 2871.50| 115.00000 2875.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0024 L006.00 4.700 ha | 250.00000 1175.00| 261.00000 1226.70| 264.00000 1240.80 COVER CROP SEEDING | | | 0025 L020.01 254.000 m2 | 5.50000 1397.00| 5.74000 1457.96| 6.50000 1651.00 EROSION CONTROL, TYPE A | | | 0026 L020.07 3998.000 m2 | 3.95000 15792.10| 4.12000 16471.76| 3.50000 13993.00 EROSION CONTROL, TYPE B-1 | | | 0027 L020.08 1109.000 m2 | 5.65000 6265.85| 5.90000 6543.10| 6.50000 7208.50 EROSION CONTROL, TYPE AA | | | 0028 L020.09 54.000 m2 | 12.00000 648.00| 12.53000 676.62| 12.70000 685.80 EROSION CONTROL, TYPE AAA | | | 0029 L020.10 5831.000 m2 | 1.55000 9038.05| 1.62000 9446.22| 1.70000 9912.70 EROSION CONTROL, TYPE HV | | | 0030 L021.01 21.000 BALE| 16.00000 336.00| 16.71000 350.91| 15.00000 315.00 EROSION CHECKS, TYPE A | | | 0031 L021.13 50.000 BALE| 20.00000 1000.00| 20.88000 1044.00| 21.00000 1050.00 EROSION CHECKS, TYPE ST-AA | | | 0032 L021.15 4.000 BALE| 19.00000 76.00| 20.00000 80.00| 16.00000 64.00 EROSION CHECKS, TYPE ST-HV | | | 0033 L021.21 48.000 BALE| 17.00000 816.00| 17.75000 852.00| 16.00000 768.00 EROSION CHECKS, TYPE AA | | | 0034 L022.11 784.300 m | 6.10000 4784.23| 6.37000 4995.99| 7.00000 5490.10 FABRIC SILT FENCE-LOW POROSITY | | | 0035 L022.12 75.300 m | 9.00000 677.70| 9.40000 707.82| 8.00000 602.40 FABRIC SILT FENCE-HIGH POROSITY | | | 0036 L022.75 172.000 m | 14.00000 2408.00| 14.62000 2514.64| 15.00000 2580.00 TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 259,987.05| $ 330,803.49| $ 369,471.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -5 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 0030.30 LUMP| 25000.00000 25000.00| 166460.00000 166460.00| 65000.00000 65000.00 MOBILIZATION | | | 0038 1020.01 38.000 EACH| 21.00000 798.00| 21.93000 833.34| 22.00000 836.00 DELINEATOR, TYPE I | | | 0039 2001.03 10.400 Mg | 18.00000 187.20| 15.65000 162.76| 90.00000 936.00 GRAVEL SURFACE COURSE | | | 0040 3011.23 63.000 m | 38.00000 2394.00| 30.95000 1949.85| 37.00000 2331.00 CONCRETE CLASS 47B-25 CURB, TYPE 1 | | | 0041 3016.21 36.000 m2 | 27.98000 1007.28| 35.64000 1283.04| 38.00000 1368.00 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0042 3017.40 3524.000 m2 | 22.00000 77528.00| 18.36000 64700.64| 26.00000 91624.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0043 3020.24 529.000 m2 | 27.50000 14547.50| 23.63000 12500.27| 33.00000 17457.00 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0044 3020.33 89.000 m2 | 29.50000 2625.50| 31.17000 2774.13| 41.00000 3649.00 CONCRETE CLASS 47B-25 DRIVEWAY 230 mm | | | 0045 3075.42 2571.000 m2 | 25.00000 64275.00| 33.30000 85614.30| 32.00000 82272.00 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0046 3075.52 10555.000 m2 | 24.90000 262819.50| 31.07000 327943.85| 29.00000 306095.00 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0047 3075.56 21668.000 m2 | 27.00000 585036.00| 31.17000 675391.56| 31.00000 671708.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0048 3089.25 1096.000 m2 | 22.00000 24112.00| 28.70000 31455.20| 28.00000 30688.00 TEMPORARY SURFACING | | | 0049 4024.75 3.000 EACH| 1350.00000 4050.00| 972.00000 2916.00| 1600.00000 4800.00 CONCRETE FLUME, TYPE VI | | | 0050 4764.35 1486.000 m | 12.50000 18575.00| 13.84000 20566.24| 15.00000 22290.00 100 mm PERFORATED PIPE UNDERDRAIN | | | 0051 8029.25 37705.000 m2 | 4.99000 188147.95| 3.69000 139131.45| 7.00000 263935.00 FOUNDATION COURSE 100 mm | | | 0052 8060.05 33.000 EACH| 90.00000 2970.00| 71.72000 2366.76| 148.00000 4884.00 GRANULAR SUBDRAIN | | | 0053 9009.86 2662.000 m2 | 18.50000 49247.00| 15.07000 40116.34| 15.50000 41261.00 SURFACING 150mm | | | 0054 9111.00 631.000 kL | 1.00000 631.00| 2.04000 1287.24| 3.50000 2208.50 WATER | | | 0055 9170.00 31.979 StaM| 900.00000 28781.10| 652.60000 20869.50| 658.00000 21042.18 EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -6 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 9173.20 38180.000 m2 | 1.00000 38180.00| 1.15000 43907.00| 2.60000 99268.00 SUBGRADE PREPARATION | | | 0057 9188.50 273.000 m2 | 29.00000 7917.00| 29.28000 7993.44| 26.00000 7098.00 SURFACING UNDER GUARDRAIL | | | 0058 L010.00 1072.000 m2 | 3.58000 3837.76| 3.74000 4009.28| 11.00000 11792.00 SODDING | | | 0059 W600.03 4.000 EACH| 125.00000 500.00| 74.00000 296.00| 330.00000 1320.00 ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 1,403,166.79| $ 1,654,528.19| $ 1,753,862.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0060 0030.40 LUMP| 6000.00000 6000.00| 20555.00000 20555.00| 30000.00000 30000.00 MOBILIZATION | | | 0061 4002.00 2051.000 kg | 2.70000 5537.70| 2.44000 5004.44| 3.00000 6153.00 CAST IRON COVER AND FRAME | | | 0062 4004.50 1125.000 kg | 2.55000 2868.75| 2.33000 2621.25| 3.00000 3375.00 CAST IRON GRATE AND FRAME | | | 0063 4005.00 1872.000 kg | 1.69000 3163.68| 1.75000 3276.00| 2.00000 3744.00 CAST IRON RING AND COVER | | | 0064 4015.50 1.000 EACH| 370.00000 370.00| 574.00000 574.00| 2300.00000 2300.00 RECONSTRUCT MANHOLE | | | 0065 4016.00 1.000 EACH| 1149.00000 1149.00| 1173.00000 1173.00| 3000.00000 3000.00 MANHOLE AT STA. 138+02 - 18.0 m LT. | | | 0066 4016.01 1.000 EACH| 4797.00000 4797.00| 4056.00000 4056.00| 4400.00000 4400.00 MANHOLE AT STA. 139+55 - 16.5 m LT. | | | 0067 4016.02 1.000 EACH| 2952.00000 2952.00| 2660.00000 2660.00| 4000.00000 4000.00 MANHOLE AT STA. 140+20 - 13.5 m LT. | | | 0068 4016.03 1.000 EACH| 2737.00000 2737.00| 2899.00000 2899.00| 3400.00000 3400.00 MANHOLE AT STA. 141+58 - 16.5 m LT. | | | 0069 4016.04 1.000 EACH| 6642.00000 6642.00| 4874.00000 4874.00| 6000.00000 6000.00 MANHOLE AT STA. 146+17 - 16.5 m LT. | | | 0070 4016.05 1.000 EACH| 3505.00000 3505.00| 2993.00000 2993.00| 4700.00000 4700.00 MANHOLE AT STA. 146+17 - 30.2 m RT. | | | 0071 4016.06 1.000 EACH| 3135.00000 3135.00| 2539.00000 2539.00| 3700.00000 3700.00 MANHOLE AT STA. 147+49 - 16.5 m LT. | | | 0072 4016.07 1.000 EACH| 1567.00000 1567.00| 1494.00000 1494.00| 3200.00000 3200.00 MANHOLE AT STA. 147+49 - 29.5 m RT. | | | 0073 4016.08 1.000 EACH| 1254.00000 1254.00| 1288.00000 1288.00| 3200.00000 3200.00 MANHOLE AT STA. 149+00 - 13.5 m LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -7 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 4016.09 1.000 EACH| 1672.00000 1672.00| 1528.00000 1528.00| 2800.00000 2800.00 MANHOLE AT STA. 151+24 - 11.8 m RT. | | | 0075 4016.10 1.000 EACH| 1985.00000 1985.00| 1734.00000 1734.00| 3300.00000 3300.00 MANHOLE AT STA. 151+39 - 12.05 m RT. | | | 0076 4016.11 1.000 EACH| 1567.00000 1567.00| 1487.00000 1487.00| 3100.00000 3100.00 MANHOLE AT STA. 152+07 - 22.0 m RT. | | | 0077 4018.00 1.000 EACH| 470.00000 470.00| 205.00000 205.00| 900.00000 900.00 TAPPING EXISTING STRUCTURE | | | 0078 4035.00 9.000 EACH| 130.00000 1170.00| 51.00000 459.00| 280.00000 2520.00 REMOVE FLARED-END SECTION | | | 0079 4043.50 265.000 m | 24.00000 6360.00| 27.72000 7345.80| 24.00000 6360.00 REMOVE SEWER PIPE | | | 0080 4050.01 224.000 m3 | 9.00000 2016.00| 4.08000 913.92| 22.00000 4928.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0081 4105.59 117.050 m3 | 299.00000 34997.95| 478.75000 56037.69| 340.00000 39797.00 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0082 4107.07 0.480 m3 | 600.00000 288.00| 391.23000 187.79| 1040.00000 499.20 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0083 4155.50 5448.000 kg | 1.20000 6537.60| 0.72000 3922.56| 1.00000 5448.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0084 4157.00 20.000 kg | 2.00000 40.00| 0.72000 14.40| 22.00000 440.00 REINFORCING STEEL FOR COLLARS | | | 0085 4310.18 3.000 EACH| 324.00000 972.00| 345.00000 1035.00| 530.00000 1590.00 450 mm FLARED-END SECTION | | | 0086 4310.30 1.000 EACH| 440.00000 440.00| 468.00000 468.00| 600.00000 600.00 750 mm FLARED-END SECTION | | | 0087 4310.36 2.000 EACH| 530.00000 1060.00| 591.00000 1182.00| 740.00000 1480.00 900 mm FLARED-END SECTION | | | 0088 4310.42 4.000 EACH| 699.00000 2796.00| 738.00000 2952.00| 900.00000 3600.00 1050 mm FLARED-END SECTION | | | 0089 4670.05 60.100 m3 | 70.00000 4207.00| 102.62000 6167.46| 100.00000 6010.00 CULVERT SANDFILL | | | 0090 4852.30 40.000 m | 495.00000 19800.00| 544.64000 21785.60| 540.00000 21600.00 JACKING 750 mm STORM SEWER PIPE, TYPE 1 | | | CLASS V | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -8 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 4852.42 40.000 m | 688.00000 27520.00| 735.72000 29428.80| 740.00000 29600.00 JACKING 1050 mm STORM SEWER PIPE, TYPE | | | 1, CLASS V | | | 0092 4875.18 10.000 m | 490.00000 4900.00| 550.00000 5500.00| 530.00000 5300.00 JACKING 450 mm STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0093 4875.36 35.000 m | 590.00000 20650.00| 634.38000 22203.30| 630.00000 22050.00 JACKING 900MM STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0094 4875.42 36.000 m | 688.00000 24768.00| 736.49000 26513.64| 740.00000 26640.00 JACKING 1050MM STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0095 P180.08 26.000 m | 66.00000 1716.00| 28.12000 731.12| 31.00000 806.00 200 mm CULVERT PIPE, TYPE 8 | | | 0096 P200.42 20.000 m | 207.00000 4140.00| 232.38000 4647.60| 31.00000 620.00 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0097 P300.12 35.000 m | 66.00000 2310.00| 41.61000 1456.35| 22.00000 770.00 300 mm CULVERT PIPE, TYPE 3,4, OR 5 | | | 0098 P700.18 948.500 m | 60.00000 56910.00| 70.72000 67077.92| 75.00000 71137.50 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0099 P700.24 194.000 m | 94.00000 18236.00| 105.85000 20534.90| 104.00000 20176.00 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0100 P700.30 18.500 m | 122.00000 2257.00| 170.24000 3149.44| 140.00000 2590.00 750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0101 P700.36 67.000 m | 160.00000 10720.00| 197.55000 13235.85| 190.00000 12730.00 900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0102 P702.36 8.000 m | 160.00000 1280.00| 242.00000 1936.00| 209.00000 1672.00 900 mm STORM SEWER PIPE, TYPE 1 | | | 0103 P702.42 93.500 m | 160.00000 14960.00| 244.96000 22903.76| 230.00000 21505.00 1050 mm STORM SEWER PIPE, TYPE 1 | | | 0104 P703.30 40.000 m | 145.00000 5800.00| 169.44000 6777.60| 220.00000 8800.00 750 mm STORM SEWER PIPE, TYPE 1 CLASS V | | | 0105 P703.42 40.000 m | 231.00000 9240.00| 272.90000 10916.00| 330.00000 13200.00 1050 mm STORM SEWER PIPE, TYPE 1 CLASS | | | 0106 P705.18 10.000 m | 45.00000 450.00| 53.00000 530.00| 121.00000 1210.00 450 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0107 P705.36 35.000 m | 165.00000 5775.00| 192.16000 6725.60| 264.00000 9240.00 900mm STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0108 P705.42 36.000 m | 207.00000 7452.00| 237.05000 8533.80| 310.00000 11160.00 1050mm STORM SEWER PIPE, TYPE 1 CLASS I | | | SECTION TOTALS | $ 351,140.68| $ 416,233.59| $ 445,350.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -9 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 0030.50 LUMP| 1.00000 1.00| 1.00000 1.00| 800.00000 800.00 MOBILIZATION | | | 0110 L001.01 3.500 ha | 2100.00000 7350.00| 2193.00000 7675.50| 1500.00000 5250.00 SEEDING, TYPE A | | | 0111 L001.02 1.200 ha | 1200.00000 1440.00| 1253.00000 1503.60| 1400.00000 1680.00 SEEDING, TYPE B | | | 0112 L032.75 23.500 Mg | 68.00000 1598.00| 71.00000 1668.50| 74.00000 1739.00 MULCH | | | SECTION TOTALS | $ 10,389.00| $ 10,848.60| $ 9,469.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0113 0030.70 LUMP| 500.00000 500.00| 1362.00000 1362.00| 1400.00000 1400.00 MOBILIZATION | | | 0114 7011.20 152.400 m | 43.00000 6553.20| 41.77000 6365.75| 42.00000 6400.80 W-BEAM GUARDRAIL | | | 0115 7020.00 2.000 EACH| 1750.00000 3500.00| 1723.00000 3446.00| 1740.00000 3480.00 BRIDGE APPROACH SECTIONS | | | 0116 7024.25 2.000 EACH| 1779.00000 3558.00| 1723.00000 3446.00| 1740.00000 3480.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 14,111.20| $ 14,619.75| $ 14,760.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0117 0003.75 1.000 EACH| 13500.00000 13500.00| 14096.00000 14096.00| 14000.00000 14000.00 TEMPORARY TRAFFIC SIGNAL | | | 0118 0030.81 LUMP| 3959.00000 3959.00| 4134.00000 4134.00| 20000.00000 20000.00 MOBILIZATION | | | 0119 A001.01 15.000 EACH| 550.00000 8250.00| 574.29000 8614.35| 580.00000 8700.00 PULL BOX, TYPE PB-1 | | | 0120 A001.02 9.000 EACH| 500.00000 4500.00| 522.00000 4698.00| 530.00000 4770.00 PULL BOX, TYPE PB-1A | | | 0121 A001.12 3.000 EACH| 375.00000 1125.00| 392.00000 1176.00| 400.00000 1200.00 PULL BOX, TYPE PB-5 | | | 0122 A002.97 1.000 EACH| 650.00000 650.00| 679.00000 679.00| 680.00000 680.00 INSTALL EMERGENCY VEHICLE PREEMPTION | | | SYSTEM | | | 0123 A003.10 8.000 EACH| 650.00000 5200.00| 679.00000 5432.00| 680.00000 5440.00 TRAFFIC SIGNAL, TYPE TS-1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -10 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 A004.40 2.000 EACH| 600.00000 1200.00| 627.00000 1254.00| 630.00000 1260.00 TRAFFIC SIGNAL, TYPE TS-2 | | | 0125 A006.14 4.000 EACH| 600.00000 2400.00| 627.00000 2508.00| 630.00000 2520.00 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0126 A006.70 4.000 EACH| 150.00000 600.00| 157.00000 628.00| 160.00000 640.00 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0127 A006.85 2.000 EACH| 700.00000 1400.00| 731.00000 1462.00| 740.00000 1480.00 PEDESTAL POLE, TYPE PP-3.0 | | | 0128 A006.98 24.000 EACH| 275.00000 6600.00| 287.14000 6891.36| 290.00000 6960.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0129 A007.00 12.000 EACH| 300.00000 3600.00| 313.25000 3759.00| 315.00000 3780.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0130 A009.16 45.000 EACH| 1800.00000 81000.00| 1879.49000 84577.05| 1900.00000 85500.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0131 A011.40 1.000 EACH| 4500.00000 4500.00| 4699.00000 4699.00| 4700.00000 4700.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-11-3.7 | | | 0132 A012.60 1.000 EACH| 4850.00000 4850.00| 5064.00000 5064.00| 5100.00000 5100.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-15.5-3.7 | | | 0133 A012.90 2.000 EACH| 6000.00000 12000.00| 6265.00000 12530.00| 6300.00000 12600.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-18.5-3.7 | | | 0134 A020.30 2.000 EACH| 1250.00000 2500.00| 1305.00000 2610.00| 1300.00000 2600.00 LIGHTING CONTROL CENTER, TYPE R | | | 0135 A070.10 2691.000 m | 6.00000 16146.00| 6.26000 16845.66| 6.50000 17491.50 38 mm CONDUIT IN TRENCH | | | 0136 A070.14 505.000 m | 7.00000 3535.00| 7.31000 3691.55| 7.30000 3686.50 50 mm CONDUIT IN TRENCH | | | 0137 A070.18 19.000 m | 15.00000 285.00| 15.66000 297.54| 16.00000 304.00 75 mm CONDUIT IN TRENCH | | | 0138 A072.10 194.000 m | 6.50000 1261.00| 6.79000 1317.26| 6.80000 1319.20 38 mm CONDUIT UNDER ROADWAY | | | 0139 A072.14 105.000 m | 7.50000 787.50| 7.83000 822.15| 8.00000 840.00 50 mm CONDUIT UNDER ROADWAY | | | 0140 A072.18 84.000 m | 12.00000 1008.00| 12.53000 1052.52| 12.50000 1050.00 75 mm CONDUIT UNDER ROADWAY | | | 0141 A077.12 173.000 m | 1.05000 181.65| 1.10000 190.30| 1.20000 207.60 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -11 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 A077.13 281.000 m | 1.10000 309.10| 1.15000 323.15| 1.20000 337.20 3/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0143 A077.22 173.000 m | 3.50000 605.50| 3.65000 631.45| 3.70000 640.10 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0144 A079.01 373.000 m | 1.00000 373.00| 1.04000 387.92| 1.00000 373.00 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0145 A079.07 137.000 m | 1.05000 143.85| 1.10000 150.70| 1.00000 137.00 OPTICAL DETECTOR CABLE | | | 0146 A079.50 363.000 m | 1.00000 363.00| 1.04000 377.52| 1.00000 363.00 GROUNDING CONDUCTOR | | | 0147 A079.55 30.000 m | 2.50000 75.00| 2.61000 78.30| 2.60000 78.00 SERVICE CABLE | | | 0148 A080.22 2885.000 m | 1.25000 3606.25| 1.31000 3779.35| 1.30000 3750.50 STREET LIGHTING CABLE, NO. 6 BARE | | | 0149 A080.24 5770.000 m | 1.60000 9232.00| 1.67000 9635.90| 1.70000 9809.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0150 A081.00 228.000 m | 2.00000 456.00| 2.09000 476.52| 2.10000 478.80 6 PAIR COMMUNICATION CABLE | | | 0151 A500.20 1.000 EACH| 1937.00000 1937.00| 2023.00000 2023.00| 2100.00000 2100.00 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0152 A600.00 5.000 EACH| 250.00000 1250.00| 261.00000 1305.00| 264.00000 1320.00 REMOVE LIGHTING UNIT | | | 0153 A610.00 1.000 EACH| 1650.00000 1650.00| 1723.00000 1723.00| 1750.00000 1750.00 REMOVE TRAFFIC SIGNAL | | | SECTION TOTALS | $ 201,038.85| $ 209,920.55| $ 227,965.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0154 0001.08 25452.000 BDAY| 0.50000 12726.00| 0.50000 12726.00| 0.50000 12726.00 BARRICADE, TYPE II | | | 0155 0001.10 3015.000 BDAY| 1.67000 5035.05| 1.74000 5246.10| 1.75000 5276.25 BARRICADE, TYPE III | | | 0156 0001.90 6707.000 EACH| 0.25000 1676.75| 0.26000 1743.82| 0.30000 2012.10 SIGN DAY | | | 0157 0001.99 1123.000 EACH| 0.65000 729.95| 0.68000 763.64| 0.70000 786.10 CONTRACTOR FURNISHED SIGN DAY | | | 0158 0002.30 11100.000 m | 0.80000 8880.00| 0.84000 9324.00| 1.00000 11100.00 PAVEMENT MARKING REMOVAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -12 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 2182 |( 2 ) 0049 |( 3 ) 0103 |WBE COMPANY, INC. |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO./CH LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 0002.44 18650.000 m | 0.28000 5222.00| 0.29000 5408.50| 1.00000 18650.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0160 0002.47 7500.000 m | 0.85000 6375.00| 0.89000 6675.00| 1.00000 7500.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0161 0002.97 242.000 DAY | 10.00000 2420.00| 10.44000 2526.48| 10.50000 2541.00 FLASHING ARROW PANEL | | | 0162 0003.10 50.000 DAY | 120.00000 6000.00| 335.44000 16772.00| 300.00000 15000.00 FLAGGING | | | 0163 0003.50 323.850 m | 147.80000 47865.03| 16.76000 5427.73| 147.00000 47605.95 CONCRETE PROTECTION BARRIER | | | 0164 0003.56 293.370 m | 12.00000 3520.44| 7.64000 2241.35| 25.00000 7334.25 RELOCATE CONCRETE PROTECTION BARRIER | | | 0165 0010.04 1.000 EACH| 3200.00000 3200.00| 709.00000 709.00| 8300.00000 8300.00 FIELD OFFICE | | | 0166 0030.10 LUMP| 100.00000 100.00| 104.00000 104.00| 21000.00000 21000.00 MOBILIZATION | | | 0167 7019.64 2.000 EACH| 5800.00000 11600.00| 6056.00000 12112.00| 7300.00000 14600.00 TEMPORARY IMPACT ATTENUATOR | | | 0168 7019.65 2.000 EACH| 2500.00000 5000.00| 2901.00000 5802.00| 3800.00000 7600.00 RELOCATE IMPACT ATTENUATOR | | | 0169 7500.31 24.000 EACH| 195.00000 4680.00| 203.61000 4886.64| 200.00000 4800.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 3 | | | 0170 7502.14 4300.000 m | 8.00000 34400.00| 8.35000 35905.00| 8.50000 36550.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0171 7503.14 400.000 m | 10.00000 4000.00| 10.44000 4176.00| 10.50000 4200.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0172 7508.14 75.000 m | 31.00000 2325.00| 32.37000 2427.75| 33.00000 2475.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0173 7509.14 15.000 m | 100.00000 1500.00| 104.42000 1566.30| 105.00000 1575.00 300 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | SECTION TOTALS | $ 167,255.22| $ 136,543.31| $ 231,631.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,407,088.79| $ 2,773,497.48| $ 3,052,511.29 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -13 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | 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| 37380.00000 37380.00| 37802.00000 37802.00| MOBILIZATION | | | 0002 1000.00 28.000 EACH| 268.75000 7525.00| 300.00000 8400.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 19350.00000 19350.00| 10000.00000 10000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 26921.000 m3 | 4.62000 124375.02| 3.25000 87493.25| EXCAVATION | | | 0005 1010.10 4270.000 m3 | 5.14000 21947.80| 6.00000 25620.00| EXCAVATION, BORROW | | | 0006 1011.00 624.000 kL | 2.00000 1248.00| 2.00000 1248.00| WATER | | | 0007 1012.00 46.000 EACH| 69.88000 3214.48| 65.00000 2990.00| RIGHT-OF-WAY MARKERS | | | 0008 1101.00 20699.000 m2 | 4.89000 101218.11| 4.30000 89005.70| REMOVE PAVEMENT | | | 0009 1101.25 1020.300 m | 8.20000 8366.46| 8.20000 8366.46| SAWING PAVEMENT | | | 0010 1106.00 540.000 m2 | 4.05000 2187.00| 4.30000 2322.00| REMOVE DRIVEWAY | | | 0011 1107.00 200.000 m2 | 4.05000 810.00| 4.30000 860.00| REMOVE WALK | | | 0012 1117.00 1.000 EACH| 431.07000 431.07| 500.00000 500.00| REMOVE MANHOLE | | | 0013 1119.00 7.000 EACH| 329.95000 2309.65| 300.00000 2100.00| REMOVE INLET | | | 0014 1121.20 15.000 m | 11.68000 175.20| 30.00000 450.00| REMOVE FLUME SPILLWAY | | | 0015 1122.01 266.000 m2 | 5.38000 1431.08| 4.00000 1064.00| REMOVE CONCRETE MEDIAN SURFACING | | | 0016 1125.00 1.000 EACH| 2150.00000 2150.00| 2000.00000 2000.00| CLEAR TRACT STA. 142+10 TO STA. 142+40 | | | RT. | | | 0017 3017.50 652.000 m2 | 64.50000 42054.00| 63.43000 41356.36| INTERLOCKING CONCRETE PAVER BLOCK | | | 0018 4045.00 1.000 EACH| 698.75000 698.75| 2000.00000 2000.00| REMOVE STRUCTURE AT STA. 142+28 RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -14 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 7017.00 222.000 m | 4.30000 954.60| 5.00000 1110.00| REMOVE GUARDRAIL | | | 0020 9110.01 25.000 HOUR| 91.38000 2284.50| 175.00000 4375.00| RENTAL OF LOADER, FULLY OPERATED | | | 0021 9110.03 25.000 HOUR| 64.50000 1612.50| 75.00000 1875.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0022 9110.06 25.000 HOUR| 107.50000 2687.50| 175.00000 4375.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0023 9110.07 25.000 HOUR| 75.25000 1881.25| 75.00000 1875.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0024 L006.00 4.700 ha | 268.75000 1263.13| 250.00000 1175.00| COVER CROP SEEDING | | | 0025 L020.01 254.000 m2 | 6.45000 1638.30| 5.50000 1397.00| EROSION CONTROL, TYPE A | | | 0026 L020.07 3998.000 m2 | 3.23000 12913.54| 3.95000 15792.10| EROSION CONTROL, TYPE B-1 | | | 0027 L020.08 1109.000 m2 | 6.45000 7153.05| 5.65000 6265.85| EROSION CONTROL, TYPE AA | | | 0028 L020.09 54.000 m2 | 12.90000 696.60| 12.00000 648.00| EROSION CONTROL, TYPE AAA | | | 0029 L020.10 5831.000 m2 | 1.72000 10029.32| 1.55000 9038.05| EROSION CONTROL, TYPE HV | | | 0030 L021.01 21.000 BALE| 16.13000 338.73| 16.00000 336.00| EROSION CHECKS, TYPE A | | | 0031 L021.13 50.000 BALE| 21.50000 1075.00| 20.00000 1000.00| EROSION CHECKS, TYPE ST-AA | | | 0032 L021.15 4.000 BALE| 16.13000 64.52| 19.00000 76.00| EROSION CHECKS, TYPE ST-HV | | | 0033 L021.21 48.000 BALE| 16.13000 774.24| 17.00000 816.00| EROSION CHECKS, TYPE AA | | | 0034 L022.11 784.300 m | 7.05000 5529.32| 6.10000 4784.23| FABRIC SILT FENCE-LOW POROSITY | | | 0035 L022.12 75.300 m | 8.13000 612.19| 9.00000 677.70| FABRIC SILT FENCE-HIGH POROSITY | | | 0036 L022.75 172.000 m | 16.13000 2774.36| 14.00000 2408.00| TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 431,154.27| $ 381,601.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -15 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 0030.30 LUMP| 127570.00000 127570.00| 156500.00000 156500.00| MOBILIZATION | | | 0038 1020.01 38.000 EACH| 22.58000 858.04| 21.00000 798.00| DELINEATOR, TYPE I | | | 0039 2001.03 10.400 Mg | 19.72000 205.09| 19.00000 197.60| GRAVEL SURFACE COURSE | | | 0040 3011.23 63.000 m | 44.35000 2794.05| 35.05000 2208.15| CONCRETE CLASS 47B-25 CURB, TYPE 1 | | | 0041 3016.21 36.000 m2 | 30.82000 1109.52| 36.00000 1296.00| CONCRETE CLASS 47B-20 SIDEWALKS | | | 0042 3017.40 3524.000 m2 | 25.42000 89580.08| 24.65000 86866.60| CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0043 3020.24 529.000 m2 | 30.87000 16330.23| 31.55000 16689.95| CONCRETE CLASS 47B-25 DRIVEWAY | | | 0044 3020.33 89.000 m2 | 44.30000 3942.70| 38.90000 3462.10| CONCRETE CLASS 47B-25 DRIVEWAY 230 mm | | | 0045 3075.42 2571.000 m2 | 36.71000 94381.41| 38.00000 97698.00| 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0046 3075.52 10555.000 m2 | 39.46000 416500.30| 40.00000 422200.00| 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0047 3075.56 21668.000 m2 | 32.33000 700526.44| 39.00000 845052.00| 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0048 3089.25 1096.000 m2 | 33.55000 36770.80| 30.00000 32880.00| TEMPORARY SURFACING | | | 0049 4024.75 3.000 EACH| 1851.86000 5555.58| 1815.00000 5445.00| CONCRETE FLUME, TYPE VI | | | 0050 4764.35 1486.000 m | 5.51000 8187.86| 17.05000 25336.30| 100 mm PERFORATED PIPE UNDERDRAIN | | | 0051 8029.25 37705.000 m2 | 3.45000 130082.25| 3.70000 139508.50| FOUNDATION COURSE 100 mm | | | 0052 8060.05 33.000 EACH| 139.00000 4587.00| 80.00000 2640.00| GRANULAR SUBDRAIN | | | 0053 9009.86 2662.000 m2 | 13.10000 34872.20| 12.19000 32449.78| SURFACING 150mm | | | 0054 9111.00 631.000 kL | 2.15000 1356.65| 3.00000 1893.00| WATER | | | 0055 9170.00 31.979 StaM| 591.27000 18908.22| 800.00000 25583.20| EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -16 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 9173.20 38180.000 m2 | 2.06000 78650.80| 1.50000 57270.00| SUBGRADE PREPARATION | | | 0057 9188.50 273.000 m2 | 28.35000 7739.55| 26.37000 7199.01| SURFACING UNDER GUARDRAIL | | | 0058 L010.00 1072.000 m2 | 10.00000 10720.00| 3.58000 3837.76| SODDING | | | 0059 W600.03 4.000 EACH| 141.47000 565.88| 100.00000 400.00| ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 1,791,794.65| $ 1,967,410.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0060 0030.40 LUMP| 43940.00000 43940.00| 54000.00000 54000.00| MOBILIZATION | | | 0061 4002.00 2051.000 kg | 3.18000 6522.18| 3.85000 7896.35| CAST IRON COVER AND FRAME | | | 0062 4004.50 1125.000 kg | 3.07000 3453.75| 3.65000 4106.25| CAST IRON GRATE AND FRAME | | | 0063 4005.00 1872.000 kg | 2.51000 4698.72| 2.85000 5335.20| CAST IRON RING AND COVER | | | 0064 4015.50 1.000 EACH| 1929.56000 1929.56| 1700.00000 1700.00| RECONSTRUCT MANHOLE | | | 0065 4016.00 1.000 EACH| 1173.97000 1173.97| 1700.00000 1700.00| MANHOLE AT STA. 138+02 - 18.0 m LT. | | | 0066 4016.01 1.000 EACH| 3011.23000 3011.23| 4810.00000 4810.00| MANHOLE AT STA. 139+55 - 16.5 m LT. | | | 0067 4016.02 1.000 EACH| 1993.47000 1993.47| 3000.00000 3000.00| MANHOLE AT STA. 140+20 - 13.5 m LT. | | | 0068 4016.03 1.000 EACH| 2057.64000 2057.64| 4450.00000 4450.00| MANHOLE AT STA. 141+58 - 16.5 m LT. | | | 0069 4016.04 1.000 EACH| 4480.85000 4480.85| 7000.00000 7000.00| MANHOLE AT STA. 146+17 - 16.5 m LT. | | | 0070 4016.05 1.000 EACH| 3240.81000 3240.81| 4040.00000 4040.00| MANHOLE AT STA. 146+17 - 30.2 m RT. | | | 0071 4016.06 1.000 EACH| 2536.65000 2536.65| 7000.00000 7000.00| MANHOLE AT STA. 147+49 - 16.5 m LT. | | | 0072 4016.07 1.000 EACH| 1542.84000 1542.84| 4040.00000 4040.00| MANHOLE AT STA. 147+49 - 29.5 m RT. | | | 0073 4016.08 1.000 EACH| 1234.67000 1234.67| 2200.00000 2200.00| MANHOLE AT STA. 149+00 - 13.5 m LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -17 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 4016.09 1.000 EACH| 1413.10000 1413.10| 2700.00000 2700.00| MANHOLE AT STA. 151+24 - 11.8 m RT. | | | 0075 4016.10 1.000 EACH| 2106.71000 2106.71| 3200.00000 3200.00| MANHOLE AT STA. 151+39 - 12.05 m RT. | | | 0076 4016.11 1.000 EACH| 1391.99000 1391.99| 4050.00000 4050.00| MANHOLE AT STA. 152+07 - 22.0 m RT. | | | 0077 4018.00 1.000 EACH| 514.64000 514.64| 500.00000 500.00| TAPPING EXISTING STRUCTURE | | | 0078 4035.00 9.000 EACH| 252.97000 2276.73| 150.00000 1350.00| REMOVE FLARED-END SECTION | | | 0079 4043.50 265.000 m | 29.13000 7719.45| 27.00000 7155.00| REMOVE SEWER PIPE | | | 0080 4050.01 224.000 m3 | 11.20000 2508.80| 19.00000 4256.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0081 4105.59 117.050 m3 | 450.00000 52672.50| 510.00000 59695.50| CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0082 4107.07 0.480 m3 | 472.06000 226.59| 555.00000 266.40| CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0083 4155.50 5448.000 kg | 0.45000 2451.60| 2.00000 10896.00| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0084 4157.00 20.000 kg | 0.77000 15.40| 2.15000 43.00| REINFORCING STEEL FOR COLLARS | | | 0085 4310.18 3.000 EACH| 435.23000 1305.69| 450.00000 1350.00| 450 mm FLARED-END SECTION | | | 0086 4310.30 1.000 EACH| 526.97000 526.97| 550.00000 550.00| 750 mm FLARED-END SECTION | | | 0087 4310.36 2.000 EACH| 676.60000 1353.20| 650.00000 1300.00| 900 mm FLARED-END SECTION | | | 0088 4310.42 4.000 EACH| 884.51000 3538.04| 850.00000 3400.00| 1050 mm FLARED-END SECTION | | | 0089 4670.05 60.100 m3 | 75.07000 4511.71| 85.00000 5108.50| CULVERT SANDFILL | | | 0090 4852.30 40.000 m | 601.86000 24074.40| 772.50000 30900.00| JACKING 750 mm STORM SEWER PIPE, TYPE 1 | | | CLASS V | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -18 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 4852.42 40.000 m | 798.59000 31943.60| 1047.00000 41880.00| JACKING 1050 mm STORM SEWER PIPE, TYPE | | | 1, CLASS V | | | 0092 4875.18 10.000 m | 585.74000 5857.40| 750.00000 7500.00| JACKING 450 mm STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0093 4875.36 35.000 m | 693.29000 24265.15| 990.00000 34650.00| JACKING 900MM STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0094 4875.42 36.000 m | 798.59000 28749.24| 1117.00000 40212.00| JACKING 1050MM STORM SEWER PIPE, TYPE 1 | | | CLASS IV | | | 0095 P180.08 26.000 m | 27.84000 723.84| 71.00000 1846.00| 200 mm CULVERT PIPE, TYPE 8 | | | 0096 P200.42 20.000 m | 228.00000 4560.00| 278.70000 5574.00| 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0097 P300.12 35.000 m | 70.14000 2454.90| 71.00000 2485.00| 300 mm CULVERT PIPE, TYPE 3,4, OR 5 | | | 0098 P700.18 948.500 m | 106.60000 101110.10| 102.00000 96747.00| 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0099 P700.24 194.000 m | 126.14000 24471.16| 123.30000 23920.20| 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0100 P700.30 18.500 m | 417.29000 7719.87| 160.00000 2960.00| 750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0101 P700.36 67.000 m | 251.26000 16834.42| 205.50000 13768.50| 900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0102 P702.36 8.000 m | 270.28000 2162.24| 205.50000 1644.00| 900 mm STORM SEWER PIPE, TYPE 1 | | | 0103 P702.42 93.500 m | 311.99000 29171.07| 278.70000 26058.45| 1050 mm STORM SEWER PIPE, TYPE 1 | | | 0104 P703.30 40.000 m | 163.89000 6555.60| 215.00000 8600.00| 750 mm STORM SEWER PIPE, TYPE 1 CLASS V | | | 0105 P703.42 40.000 m | 263.54000 10541.60| 310.00000 12400.00| 1050 mm STORM SEWER PIPE, TYPE 1 CLASS | | | 0106 P705.18 10.000 m | 48.88000 488.80| 98.52000 985.20| 450 mm STORM SEWER PIPE, TYPE 1 CLASS I | | | 0107 P705.36 35.000 m | 185.91000 6506.85| 238.57000 8349.95| 900mm STORM SEWER PIPE, TYPE 1 CLASS IV | | | 0108 P705.42 36.000 m | 230.84000 8310.24| 294.77000 10611.72| 1050mm STORM SEWER PIPE, TYPE 1 CLASS I | | | SECTION TOTALS | $ 502,849.94| $ 588,190.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -19 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 0030.50 LUMP| 50.00000 50.00| 1.00000 1.00| MOBILIZATION | | | 0110 L001.01 3.500 ha | 1515.75000 5305.13| 2100.00000 7350.00| SEEDING, TYPE A | | | 0111 L001.02 1.200 ha | 1343.75000 1612.50| 1200.00000 1440.00| SEEDING, TYPE B | | | 0112 L032.75 23.500 Mg | 75.25000 1768.38| 68.00000 1598.00| MULCH | | | SECTION TOTALS | $ 8,736.01| $ 10,389.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0113 0030.70 LUMP| 1401.80000 1401.80| 1530.00000 1530.00| MOBILIZATION | | | 0114 7011.20 152.400 m | 43.00000 6553.20| 40.00000 6096.00| W-BEAM GUARDRAIL | | | 0115 7020.00 2.000 EACH| 1773.75000 3547.50| 1650.00000 3300.00| BRIDGE APPROACH SECTIONS | | | 0116 7024.25 2.000 EACH| 1773.75000 3547.50| 1650.00000 3300.00| GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 15,050.00| $ 14,226.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0117 0003.75 1.000 EACH| 14512.50000 14512.50| 13500.00000 13500.00| TEMPORARY TRAFFIC SIGNAL | | | 0118 0030.81 LUMP| 4255.93000 4255.93| 5467.00000 5467.00| MOBILIZATION | | | 0119 A001.01 15.000 EACH| 591.25000 8868.75| 550.00000 8250.00| PULL BOX, TYPE PB-1 | | | 0120 A001.02 9.000 EACH| 537.50000 4837.50| 500.00000 4500.00| PULL BOX, TYPE PB-1A | | | 0121 A001.12 3.000 EACH| 403.13000 1209.39| 375.00000 1125.00| PULL BOX, TYPE PB-5 | | | 0122 A002.97 1.000 EACH| 698.75000 698.75| 650.00000 650.00| INSTALL EMERGENCY VEHICLE PREEMPTION | | | SYSTEM | | | 0123 A003.10 8.000 EACH| 698.75000 5590.00| 650.00000 5200.00| TRAFFIC SIGNAL, TYPE TS-1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -20 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 A004.40 2.000 EACH| 645.00000 1290.00| 600.00000 1200.00| TRAFFIC SIGNAL, TYPE TS-2 | | | 0125 A006.14 4.000 EACH| 645.00000 2580.00| 600.00000 2400.00| PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0126 A006.70 4.000 EACH| 161.25000 645.00| 150.00000 600.00| PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0127 A006.85 2.000 EACH| 752.50000 1505.00| 700.00000 1400.00| PEDESTAL POLE, TYPE PP-3.0 | | | 0128 A006.98 24.000 EACH| 295.63000 7095.12| 275.00000 6600.00| VEHICLE DETECTOR, TYPE A PREFORMED | | | 0129 A007.00 12.000 EACH| 322.50000 3870.00| 300.00000 3600.00| VEHICLE DETECTOR, TYPE B PREFORMED | | | 0130 A009.16 45.000 EACH| 1935.00000 87075.00| 1800.00000 81000.00| STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0131 A011.40 1.000 EACH| 4837.50000 4837.50| 4500.00000 4500.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-11-3.7 | | | 0132 A012.60 1.000 EACH| 5213.75000 5213.75| 4850.00000 4850.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-15.5-3.7 | | | 0133 A012.90 2.000 EACH| 6450.00000 12900.00| 6000.00000 12000.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-18.5-3.7 | | | 0134 A020.30 2.000 EACH| 1343.75000 2687.50| 1250.00000 2500.00| LIGHTING CONTROL CENTER, TYPE R | | | 0135 A070.10 2691.000 m | 6.45000 17356.95| 6.00000 16146.00| 38 mm CONDUIT IN TRENCH | | | 0136 A070.14 505.000 m | 7.53000 3802.65| 7.00000 3535.00| 50 mm CONDUIT IN TRENCH | | | 0137 A070.18 19.000 m | 16.13000 306.47| 15.00000 285.00| 75 mm CONDUIT IN TRENCH | | | 0138 A072.10 194.000 m | 6.99000 1356.06| 6.50000 1261.00| 38 mm CONDUIT UNDER ROADWAY | | | 0139 A072.14 105.000 m | 8.06000 846.30| 7.50000 787.50| 50 mm CONDUIT UNDER ROADWAY | | | 0140 A072.18 84.000 m | 12.90000 1083.60| 12.00000 1008.00| 75 mm CONDUIT UNDER ROADWAY | | | 0141 A077.12 173.000 m | 1.13000 195.49| 1.05000 181.65| 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -21 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 A077.13 281.000 m | 1.18000 331.58| 1.10000 309.10| 3/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0143 A077.22 173.000 m | 3.76000 650.48| 3.50000 605.50| 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0144 A079.01 373.000 m | 1.08000 402.84| 1.00000 373.00| 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0145 A079.07 137.000 m | 1.13000 154.81| 1.05000 143.85| OPTICAL DETECTOR CABLE | | | 0146 A079.50 363.000 m | 1.08000 392.04| 1.00000 363.00| GROUNDING CONDUCTOR | | | 0147 A079.55 30.000 m | 2.69000 80.70| 2.50000 75.00| SERVICE CABLE | | | 0148 A080.22 2885.000 m | 1.34000 3865.90| 1.25000 3606.25| STREET LIGHTING CABLE, NO. 6 BARE | | | 0149 A080.24 5770.000 m | 1.72000 9924.40| 1.60000 9232.00| STREET LIGHTING CABLE, NO. 6 USE | | | 0150 A081.00 228.000 m | 2.15000 490.20| 2.00000 456.00| 6 PAIR COMMUNICATION CABLE | | | 0151 A500.20 1.000 EACH| 2082.28000 2082.28| 1937.00000 1937.00| INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0152 A600.00 5.000 EACH| 268.75000 1343.75| 250.00000 1250.00| REMOVE LIGHTING UNIT | | | 0153 A610.00 1.000 EACH| 1773.75000 1773.75| 1650.00000 1650.00| REMOVE TRAFFIC SIGNAL | | | SECTION TOTALS | $ 216,111.94| $ 202,546.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0154 0001.08 25452.000 BDAY| 0.50000 12726.00| 0.50000 12726.00| BARRICADE, TYPE II | | | 0155 0001.10 3015.000 BDAY| 1.80000 5427.00| 1.67000 5035.05| BARRICADE, TYPE III | | | 0156 0001.90 6707.000 EACH| 0.27000 1810.89| 0.25000 1676.75| SIGN DAY | | | 0157 0001.99 1123.000 EACH| 0.70000 786.10| 0.65000 729.95| CONTRACTOR FURNISHED SIGN DAY | | | 0158 0002.30 11100.000 m | 0.86000 9546.00| 0.80000 8880.00| PAVEMENT MARKING REMOVAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : N08 -22 TABULATION OF BIDS CALL ORDER : N08 CONTRACT ID : 2555 COUNTIES : DOUGLAS LETTING DATE : 12/18/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 1416 |( 5 ) 0751 |( ) |LUXA CONSTRUCTION COMPANY, |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 0002.44 18650.000 m | 0.30000 5595.00| 0.28000 5222.00| TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0160 0002.47 7500.000 m | 0.91000 6825.00| 0.85000 6375.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0161 0002.97 242.000 DAY | 10.75000 2601.50| 10.00000 2420.00| FLASHING ARROW PANEL | | | 0162 0003.10 50.000 DAY | 367.99000 18399.50| 325.00000 16250.00| FLAGGING | | | 0163 0003.50 323.850 m | 137.93000 44668.63| 120.00000 38862.00| CONCRETE PROTECTION BARRIER | | | 0164 0003.56 293.370 m | 4.03000 1182.28| 4.00000 1173.48| RELOCATE CONCRETE PROTECTION BARRIER | | | 0165 0010.04 1.000 EACH| 7600.00000 7600.00| 6000.00000 6000.00| FIELD OFFICE | | | 0166 0030.10 LUMP| 107.50000 107.50| 17000.00000 17000.00| MOBILIZATION | | | 0167 7019.64 2.000 EACH| 6235.00000 12470.00| 6000.00000 12000.00| TEMPORARY IMPACT ATTENUATOR | | | 0168 7019.65 2.000 EACH| 2687.50000 5375.00| 2500.00000 5000.00| RELOCATE IMPACT ATTENUATOR | | | 0169 7500.31 24.000 EACH| 209.63000 5031.12| 195.00000 4680.00| ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 3 | | | 0170 7502.14 4300.000 m | 8.60000 36980.00| 8.00000 34400.00| 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0171 7503.14 400.000 m | 10.75000 4300.00| 10.00000 4000.00| 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0172 7508.14 75.000 m | 33.33000 2499.75| 31.00000 2325.00| 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0173 7509.14 15.000 m | 107.50000 1612.50| 100.00000 1500.00| 300 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | SECTION TOTALS | $ 185,543.77| $ 186,255.23| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,151,240.58| $ 3,350,619.95| $ ====================================================================================================================================
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