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11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-26-1(146) US-26, SCOTTSBLUFF TO MINATARE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0477 WESTERN ENGINEERING COMPANY, INC. $ 8,552,774.73 100.0000% 2 3572 UPPER PLAINS CONTRACTING, INC. $ 8,560,736.56 100.0931% 3 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 8,600,882.26 100.5625% 4 0751 IRVING F. JENSEN CO., INC. $ 8,887,807.65 103.9172% 5 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 8,949,100.45 104.6339% 6 0083 WERNER CONSTRUCTION, INC. $ 8,953,426.98 104.6845% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -3 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 55000.00000 55000.00| 60000.00000 60000.00| 215042.60000 215042.60 MOBILIZATION | | | 0002 1009.00 LUMP| 25000.00000 25000.00| 26000.00000 26000.00| 26828.45000 26828.45 GENERAL CLEARING AND GRUBBING | | | 0003 1010.00 393624.000 m3 | 3.35000 1318640.40| 3.60000 1417046.40| 3.56000 1401301.44 EXCAVATION | | | 0004 1011.00 1190.000 kL | 2.90000 3451.00| 3.00000 3570.00| 3.06000 3641.40 WATER | | | 0005 1042.00 214650.000 m2 | 1.00000 214650.00| 1.04000 223236.00| 1.07000 229675.50 SALVAGING AND PLACING HYDRIC SOIL | | | 0006 1101.00 37445.000 m2 | 3.10000 116079.50| 3.10000 116079.50| 3.20000 119824.00 REMOVE PAVEMENT | | | 0007 1101.25 490.000 m | 8.25000 4042.50| 8.25000 4042.50| 8.25000 4042.50 SAWING PAVEMENT | | | 0008 1102.00 2339.000 m2 | 2.50000 5847.50| 2.70000 6315.30| 2.79000 6525.81 REMOVE ASPHALT SURFACE | | | 0009 1106.00 100.000 m2 | 5.10000 510.00| 3.64000 364.00| 3.76000 376.00 REMOVE DRIVEWAY | | | 0010 1107.00 104.000 m2 | 5.10000 530.40| 6.66000 692.64| 6.87000 714.48 REMOVE WALK | | | 0011 1109.00 2267.000 m | 5.10000 11561.70| 8.84000 20040.28| 9.12000 20675.04 REMOVE CURB | | | 0012 1122.01 997.000 m2 | 3.10000 3090.70| 3.33000 3320.01| 3.43000 3419.71 REMOVE CONCRETE MEDIAN SURFACING | | | 0013 1701.24 143.400 m | 66.50000 9536.10| 69.06000 9903.20| 71.26000 10218.68 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0014 4004.50 2040.000 kg | 3.10000 6324.00| 3.12000 6364.80| 3.22000 6568.80 CAST IRON GRATE AND FRAME | | | 0015 4035.00 4.000 EACH| 90.00000 360.00| 93.60000 374.40| 96.58000 386.32 REMOVE FLARED-END SECTION | | | 0016 4040.00 2.000 EACH| 290.00000 580.00| 301.60000 603.20| 311.21000 622.42 REMOVE HEADWALLS FROM CULVERTS | | | 0017 4105.59 6.490 m3 | 1340.00000 8696.60| 1393.60000 9044.46| 1438.00000 9332.62 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0018 4155.50 264.000 kg | 1.50000 396.00| 1.56000 411.84| 1.61000 425.04 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -4 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.18 52.000 EACH| 135.00000 7020.00| 140.40000 7300.80| 144.87000 7533.24 450 mm FLARED-END SECTION | | | 0020 7017.00 17.000 m | 30.00000 510.00| 31.20000 530.40| 32.19000 547.23 REMOVE GUARDRAIL | | | 0021 L006.00 30.000 ha | 350.00000 10500.00| 513.76000 15412.80| 402.43000 12072.90 COVER CROP SEEDING | | | 0022 L020.01 396.000 m2 | 7.40000 2930.40| 7.70000 3049.20| 7.94000 3144.24 EROSION CONTROL, TYPE A | | | 0023 L020.10 3540.000 m2 | 1.81000 6407.40| 1.88000 6655.20| 1.94000 6867.60 EROSION CONTROL, TYPE HV | | | 0024 L021.01 6.000 BALE| 24.00000 144.00| 24.96000 149.76| 25.76000 154.56 EROSION CHECKS, TYPE A | | | 0025 L021.06 414.000 BALE| 18.00000 7452.00| 18.72000 7750.08| 19.32000 7998.48 EROSION CHECKS, TYPE HV | | | 0026 L022.75 260.000 m | 15.00000 3900.00| 28.23000 7339.80| 29.12000 7571.20 TEMPORARY SILT CHECK | | | 0027 P400.18 484.800 m | 90.00000 43632.00| 93.60000 45377.28| 96.58000 46821.98 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 1,866,792.20| $ 2,000,973.85| $ 2,152,332.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0028 0002.55 103.280 StaM| 21.50000 2220.52| 22.36000 2309.34| 23.07000 2382.67 OVERLAY BROKEN LINES | | | 0029 0002.60 206.560 StaM| 21.50000 4441.04| 22.36000 4618.68| 23.07000 4765.34 OVERLAY SOLID LINES | | | 0030 0002.61 1000.000 EACH| 19.60000 19600.00| 20.38000 20380.00| 21.03000 21030.00 PLOWABLE PAVEMENT MARKER | | | 0031 0030.30 LUMP| 145000.00000 145000.00| 185000.00000 185000.00| 94618.70000 94618.70 MOBILIZATION | | | 0032 2001.00 128.000 m3 | 13.50000 1728.00| 38.92000 4981.76| 21.70000 2777.60 GRAVEL SURFACE COURSE | | | 0033 3011.23 81.000 m | 54.00000 4374.00| 56.15000 4548.15| 26.72000 2164.32 CONCRETE CLASS 47B-25 CURB, TYPE 1 | | | 0034 3012.08 1309.000 m | 36.40000 47647.60| 37.50000 49087.50| 1.49000 1950.41 CONCRETE CLASS 47B-25 MEDIAN LIP CURB | | | 0035 3016.21 102.000 m2 | 21.00000 2142.00| 22.00000 2244.00| 24.89000 2538.78 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0036 3017.40 15625.800 m2 | 15.00000 234387.00| 16.00000 250012.80| 12.27000 191728.57 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -5 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 3020.24 58.500 m2 | 20.00000 1170.00| 20.50000 1199.25| 45.10000 2638.35 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0038 3075.22 1495.000 m2 | 20.00000 29900.00| 20.50000 30647.50| 31.11000 46509.45 180 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0039 3075.42 12009.000 m2 | 21.60000 259394.40| 22.50000 270202.50| 29.97000 359909.73 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0040 3075.46 121471.000 m2 | 25.57000 3106013.47| 22.90000 2781685.90| 21.04000 2555749.84 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0041 3089.25 908.000 m2 | 17.00000 15436.00| 22.20000 20157.60| 36.16000 32833.28 TEMPORARY SURFACING | | | 0042 3300.50 14.260 LS | 4500.00000 4500.00| 6127.79000 6127.79| 5634.80000 5634.80 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0043 3300.65 68.000 EACH| 100.00000 6800.00| 62.40000 4243.20| 80.50000 5474.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0044 4024.55 21.000 m | 54.00000 1134.00| 56.16000 1179.36| 51.61000 1083.81 FLUME SPILLWAY | | | 0045 4024.71 1.000 EACH| 2000.00000 2000.00| 2080.00000 2080.00| 1068.73000 1068.73 CONCRETE FLUME, TYPE II | | | 0046 7502.14 31000.000 m | 6.50000 201500.00| 6.76000 209560.00| 6.98000 216380.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0047 7503.14 19000.000 m | 6.50000 123500.00| 6.76000 128440.00| 6.98000 132620.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0048 7508.14 250.000 m | 21.35000 5337.50| 22.17000 5542.50| 22.88000 5720.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0049 8029.10 154963.000 m2 | 2.60000 402903.80| 2.70000 418400.10| 3.95000 612103.85 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0050 9000.75 300.000 Mg | 19.60000 5880.00| 20.87000 6261.00| 21.54000 6462.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP5(12.5) | | | 0051 9005.00 100.000 Mg | 27.50000 2750.00| 26.87000 2687.00| 27.73000 2773.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(12.5) | | | 0052 9005.23 4860.000 Mg | 18.60000 90396.00| 20.99000 102011.40| 21.66000 105267.60 ASPHALTIC CONCRETE, TYPE SPS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -6 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 9005.55 8950.000 Mg | 22.30000 199585.00| 27.01000 241739.50| 27.87000 249436.50 ASPHALTIC CONCRETE, TYPE SP5(12.5) | | | 0054 9009.86 22957.000 m2 | 11.45000 262857.65| 11.54000 264923.78| 11.91000 273417.87 SURFACING 150mm | | | 0055 9009.87 7755.000 m2 | 21.10000 163630.50| 22.57000 175030.35| 23.29000 180613.95 SURFACING 200mm | | | 0056 9020.96 16.200 Mg | 258.00000 4179.60| 265.20000 4296.24| 273.65000 4433.13 PERFORMANCE GRADED BINDER (70-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0057 9021.03 262.500 Mg | 185.00000 48562.50| 188.24000 49413.00| 194.24000 50988.00 PERFORMANCE GRADED BINDER (58-28) | | | 0058 9021.04 526.500 Mg | 258.00000 135837.00| 265.20000 139627.80| 273.65000 144076.73 PERFORMANCE GRADED BINDER (70-28) | | | 0059 9053.00 81330.000 L | 0.37000 30092.10| 0.27000 21959.10| 0.28000 22772.40 TACK COAT | | | 0060 9111.00 2945.000 kL | 2.40000 7068.00| 6.85000 20173.25| 1.07000 3151.15 WATER | | | 0061 9140.00 137.000 StaM| 118.00000 16166.00| 122.72000 16812.64| 126.63000 17348.31 JOINT SEALING - ASPHALT TO CONCRETE | | | 0062 9170.00 230.967 StaM| 200.00000 46193.40| 218.39000 50440.88| 195.15000 45073.21 EARTH SHOULDER CONSTRUCTION | | | 0063 9173.20 165520.000 m2 | 0.40000 66208.00| 1.29000 213520.80| 0.83000 137381.60 SUBGRADE PREPARATION | | | 0064 9179.33 119597.000 m2 | 0.85000 101657.45| 0.50000 59798.50| 0.76000 90893.72 COLD MILLING, CLASS 3 | | | 0065 9300.50 1.542 LS | 2700.00000 2700.00| 1872.00000 1872.00| 1931.65000 1931.65 ASPHALT PAVEMENT SMOOTHNESS TESTING | | | 0066 L010.00 226.000 m2 | 10.00000 2260.00| 20.80000 4700.80| 5.13000 1159.38 SODDING | | | SECTION TOTALS | $ 5,807,152.53| $ 5,777,915.97| $ 5,638,862.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0067 0030.40 LUMP| 9200.00000 9200.00| 9568.00000 9568.00| 14089.36000 14089.36 MOBILIZATION | | | 0068 1119.00 3.000 EACH| 280.00000 840.00| 291.20000 873.60| 300.48000 901.44 REMOVE INLET | | | 0069 4035.00 6.000 EACH| 90.00000 540.00| 93.60000 561.60| 96.58000 579.48 REMOVE FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -7 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4035.25 11.000 EACH| 113.00000 1243.00| 117.52000 1292.72| 121.26000 1333.86 REMOVE AND SALVAGE FLARED-END SECTION | | | 0071 4040.00 12.000 EACH| 143.00000 1716.00| 148.72000 1784.64| 153.46000 1841.52 REMOVE HEADWALLS FROM CULVERTS | | | 0072 4041.00 1.000 EACH| 2048.00000 2048.00| 2129.92000 2129.92| 2197.79000 2197.79 CULVERT CLEANOUT AT STA. 105+53 | | | 0073 4043.50 28.000 m | 24.40000 683.20| 25.38000 710.64| 26.18000 733.04 REMOVE SEWER PIPE | | | 0074 4044.00 1.000 EACH| 2000.00000 2000.00| 5200.00000 5200.00| 1609.71000 1609.71 PREPARATION OF STRUCTURE AT STA. 93+70. | | | 83 | | | 0075 4050.01 847.800 m3 | 10.80000 9156.24| 11.23000 9520.79| 11.59000 9826.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0076 4051.01 67.000 m3 | 15.00000 1005.00| 15.60000 1045.20| 16.10000 1078.70 EXCAVATION FOR BOX CULVERTS | | | 0077 4101.06 37.850 m3 | 350.00000 13247.50| 364.00000 13777.40| 407.79000 15434.85 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0078 4107.07 15.400 m3 | 580.00000 8932.00| 603.20000 9289.28| 622.42000 9585.27 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0079 4151.00 2639.000 kg | 2.00000 5278.00| 2.08000 5489.12| 1.34000 3536.26 REINFORCING STEEL FOR BOX CULVERT | | | 0080 4157.00 113.000 kg | 2.30000 259.90| 2.34000 264.42| 2.41000 272.33 REINFORCING STEEL FOR COLLARS | | | 0081 4310.18 1.000 EACH| 139.00000 139.00| 144.56000 144.56| 149.17000 149.17 450 mm FLARED-END SECTION | | | 0082 4310.24 4.000 EACH| 162.00000 648.00| 168.48000 673.92| 173.85000 695.40 600 mm FLARED-END SECTION | | | 0083 4310.48 2.000 EACH| 1134.00000 2268.00| 1179.36000 2358.72| 1216.94000 2433.88 1200 mm FLARED-END SECTION | | | 0084 4320.24 4.000 EACH| 182.00000 728.00| 168.48000 673.92| 173.85000 695.40 600 mm ROUND EQUIVALENT FLARED-END | | | SECTION | | | 0085 4461.24 2.000 EACH| 90.00000 180.00| 93.60000 187.20| 96.58000 193.16 INSTALL 600 mm CONCRETE FLARED-END | | | SECTION | | | 0086 4461.36 2.000 EACH| 100.00000 200.00| 104.00000 208.00| 107.32000 214.64 INSTALL 900 mm CONCRETE FLARED-END | | | SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -8 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 4461.42 1.000 EACH| 120.00000 120.00| 124.80000 124.80| 128.78000 128.78 INSTALL 1050 mm CONCRETE FLARED-END | | | SECTION | | | 0088 4465.36 2.000 EACH| 115.00000 230.00| 119.60000 239.20| 123.41000 246.82 INSTALL 900 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0089 4465.42 2.000 EACH| 140.00000 280.00| 145.60000 291.20| 150.24000 300.48 INSTALL 1050 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0090 4465.48 1.000 EACH| 180.00000 180.00| 187.20000 187.20| 193.16000 193.16 INSTALL 1200 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0091 4465.54 1.000 EACH| 200.00000 200.00| 208.00000 208.00| 214.63000 214.63 INSTALL 1350 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0092 P070.18 8.000 m | 75.00000 600.00| 78.00000 624.00| 80.49000 643.92 450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 | | | OR 8 | | | 0093 P120.24 42.800 m | 118.00000 5050.40| 120.64000 5163.39| 124.48000 5327.74 600 mm CULVERT PIPE, TYPE 2 | | | 0094 P120.36 35.500 m | 208.00000 7384.00| 216.32000 7679.36| 223.21000 7923.96 900 mm CULVERT PIPE, TYPE 2 | | | 0095 P120.42 18.000 m | 261.00000 4698.00| 271.44000 4885.92| 280.09000 5041.62 1050 mm CULVERT PIPE TYPE 2 | | | 0096 P127.36 37.200 m | 284.00000 10564.80| 295.36000 10987.39| 304.77000 11337.44 900 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0097 P127.42 28.400 m | 328.00000 9315.20| 341.12000 9687.81| 351.99000 9996.52 1050 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0098 P127.48 37.500 m | 387.00000 14512.50| 402.48000 15093.00| 415.30000 15573.75 1200 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0099 P127.54 20.000 m | 426.00000 8520.00| 443.04000 8860.80| 457.16000 9143.20 1350 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0100 P420.24 40.300 m | 85.00000 3425.50| 88.40000 3562.52| 91.22000 3676.17 600 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2,3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -9 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 P600.24 45.800 m | 81.25000 3721.25| 84.45000 3867.81| 87.14000 3991.01 600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR | | | SECTION TOTALS | $ 129,113.49| $ 137,216.05| $ 141,140.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 79+27.056 QUADRUPLE 3.0 m X 2.8 m X 92.2 m CONCRETE BOX CULVERT | | | 0102 0030.40 LUMP| 25000.00000 25000.00| 24960.00000 24960.00| 25755.31000 25755.31 MOBILIZATION | | | 0103 1043.50 205.000 m2 | 2.80000 574.00| 2.91000 596.55| 4.32000 885.60 RIPRAP FILTER FABRIC | | | 0104 4051.01 687.000 m3 | 18.00000 12366.00| 18.72000 12860.64| 19.32000 13272.84 EXCAVATION FOR BOX CULVERTS | | | 0105 4101.06 814.790 m3 | 324.00000 263991.96| 336.96000 274551.64| 347.70000 283302.48 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0106 4151.00 57605.000 kg | 1.25000 72006.25| 1.30000 74886.50| 1.34000 77190.70 REINFORCING STEEL FOR BOX CULVERT | | | 0107 6040.00 1.000 EACH| 25000.00000 25000.00| 26000.00000 26000.00| 26828.45000 26828.45 REMOVE STRUCTURE AT STA. 79+27.056 | | | 0108 6105.02 269.000 Mg | 45.00000 12105.00| 46.80000 12589.20| 48.29000 12990.01 ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 411,043.21| $ 426,444.53| $ 440,225.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0109 0030.50 LUMP| 1550.00000 1550.00| 1560.00000 1560.00| 1609.71000 1609.71 MOBILIZATION | | | 0110 L001.01 18.000 ha | 1425.00000 25650.00| 1479.92000 26638.56| 1527.08000 27487.44 SEEDING, TYPE A | | | 0111 L001.02 12.000 ha | 1180.00000 14160.00| 1226.16000 14713.92| 1265.23000 15182.76 SEEDING, TYPE B | | | 0112 L032.75 150.000 Mg | 85.00000 12750.00| 88.40000 13260.00| 91.22000 13683.00 MULCH | | | SECTION TOTALS | $ 54,110.00| $ 56,172.48| $ 57,962.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0113 0030.81 LUMP| 3600.00000 3600.00| 3712.80000 3712.80| 3831.10000 3831.10 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -10 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 A001.01 6.000 EACH| 450.00000 2700.00| 468.00000 2808.00| 482.91000 2897.46 PULL BOX, TYPE PB-1 | | | 0115 A001.02 1.000 EACH| 350.00000 350.00| 364.00000 364.00| 375.60000 375.60 PULL BOX, TYPE PB-1A | | | 0116 A001.12 1.000 EACH| 350.00000 350.00| 364.00000 364.00| 375.60000 375.60 PULL BOX, TYPE PB-5 | | | 0117 A001.16 1.000 EACH| 400.00000 400.00| 416.00000 416.00| 429.26000 429.26 PULL BOX, TYPE PB-6 | | | 0118 A006.98 4.000 EACH| 200.00000 800.00| 208.00000 832.00| 214.63000 858.52 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0119 A007.00 8.000 EACH| 250.00000 2000.00| 260.00000 2080.00| 268.29000 2146.32 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0120 A009.14 1.000 EACH| 1500.00000 1500.00| 1560.00000 1560.00| 1609.71000 1609.71 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.25 | | | 0121 A009.57 1.000 EACH| 1700.00000 1700.00| 1768.00000 1768.00| 1824.33000 1824.33 STREET LIGHTING UNIT, TYPE SL-BT-13.7-3 | | | 7-0.25 | | | 0122 A070.10 1370.000 m | 6.50000 8905.00| 6.76000 9261.20| 6.98000 9562.60 38 mm CONDUIT IN TRENCH | | | 0123 A070.14 10.200 m | 7.50000 76.50| 7.80000 79.56| 8.05000 82.11 50 mm CONDUIT IN TRENCH | | | 0124 A072.10 169.000 m | 7.00000 1183.00| 7.28000 1230.32| 7.51000 1269.19 38 mm CONDUIT UNDER ROADWAY | | | 0125 A072.18 57.400 m | 11.00000 631.40| 11.44000 656.66| 11.80000 677.32 75 mm CONDUIT UNDER ROADWAY | | | 0126 A074.12 4.000 m | 32.00000 128.00| 33.28000 133.12| 34.34000 137.36 38 mm CONDUIT, JACKED | | | 0127 A080.22 1517.000 m | 1.30000 1972.10| 1.35000 2047.95| 1.40000 2123.80 STREET LIGHTING CABLE, NO. 6 BARE | | | 0128 A080.24 3034.000 m | 1.40000 4247.60| 1.46000 4429.64| 1.50000 4551.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0129 A700.20 23.000 EACH| 825.00000 18975.00| 858.00000 19734.00| 885.34000 20362.82 RELOCATE STREET LIGHTING UNIT | | | SECTION TOTALS | $ 49,518.60| $ 51,477.25| $ 53,114.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0130 0001.08 22590.000 BDAY| 0.50000 11295.00| 0.50000 11295.00| 0.50000 11295.00 BARRICADE, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -11 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 3572 |( 3 ) 1416 |WESTERN ENGINEERING COMPANY |UPPER PLAINS CONTRACTING, I |LUXA CONSTRUCTION COMPANY, INCO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 0001.10 26571.000 BDAY| 4.00000 106284.00| 1.04000 27633.84| 1.07000 28430.97 BARRICADE, TYPE III | | | 0132 0001.75 100.000 EACH| 3.80000 380.00| 1.04000 104.00| 1.07000 107.00 TEMPORARY SIGN DAY | | | 0133 0001.90 41993.000 EACH| 0.90000 37793.70| 0.26000 10918.18| 0.27000 11338.11 SIGN DAY | | | 0134 0002.30 17300.000 m | 0.90000 15570.00| 0.89000 15397.00| 0.92000 15916.00 PAVEMENT MARKING REMOVAL | | | 0135 0002.44 15750.000 m | 0.36000 5670.00| 0.36000 5670.00| 0.38000 5985.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0136 0002.97 263.000 DAY | 52.00000 13676.00| 52.00000 13676.00| 53.66000 14112.58 FLASHING ARROW PANEL | | | 0137 0003.10 20.000 DAY | 245.00000 4900.00| 266.25000 5325.00| 355.52000 7110.40 FLAGGING | | | 0138 0003.51 591.000 m | 36.00000 21276.00| 10.40000 6146.40| 21.46000 12682.86 INSTALL CONCRETE PROTECTION BARRIER | | | 0139 0010.04 1.000 EACH| 2300.00000 2300.00| 5708.04000 5708.04| 6009.57000 6009.57 FIELD OFFICE | | | 0140 0030.10 LUMP| 14000.00000 14000.00| 5263.67000 5263.67| 1073.14000 1073.14 MOBILIZATION | | | 0141 9110.01 10.000 HOUR| 50.00000 500.00| 120.56000 1205.60| 99.80000 998.00 RENTAL OF LOADER, FULLY OPERATED | | | 0142 9110.02 10.000 HOUR| 50.00000 500.00| 91.72000 917.20| 89.07000 890.70 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0143 9110.03 10.000 HOUR| 45.00000 450.00| 72.06000 720.60| 60.10000 601.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0144 9110.07 10.000 HOUR| 45.00000 450.00| 55.59000 555.90| 69.44000 694.40 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 235,044.70| $ 110,536.43| $ 117,244.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,552,774.73| $ 8,560,736.56| $ 8,600,882.26 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -12 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 55000.00000 55000.00| 200000.00000 200000.00| 55000.00000 55000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 25000.00000 25000.00| 25250.00000 25250.00| 25000.00000 25000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.00 393624.000 m3 | 3.32000 1306831.68| 3.35000 1318640.40| 3.32000 1306831.68 EXCAVATION | | | 0004 1011.00 1190.000 kL | 2.85000 3391.50| 2.88000 3427.20| 2.85000 3391.50 WATER | | | 0005 1042.00 214650.000 m2 | 1.00000 214650.00| 1.01000 216796.50| 1.00000 214650.00 SALVAGING AND PLACING HYDRIC SOIL | | | 0006 1101.00 37445.000 m2 | 2.98000 111586.10| 3.01000 112709.45| 2.98000 111586.10 REMOVE PAVEMENT | | | 0007 1101.25 490.000 m | 8.25000 4042.50| 8.25000 4042.50| 8.25000 4042.50 SAWING PAVEMENT | | | 0008 1102.00 2339.000 m2 | 2.60000 6081.40| 2.63000 6151.57| 2.60000 6081.40 REMOVE ASPHALT SURFACE | | | 0009 1106.00 100.000 m2 | 3.50000 350.00| 3.54000 354.00| 3.50000 350.00 REMOVE DRIVEWAY | | | 0010 1107.00 104.000 m2 | 6.40000 665.60| 6.46000 671.84| 6.40000 665.60 REMOVE WALK | | | 0011 1109.00 2267.000 m | 8.50000 19269.50| 8.59000 19473.53| 8.50000 19269.50 REMOVE CURB | | | 0012 1122.01 997.000 m2 | 3.20000 3190.40| 3.23000 3220.31| 3.20000 3190.40 REMOVE CONCRETE MEDIAN SURFACING | | | 0013 1701.24 143.400 m | 66.40000 9521.76| 67.06000 9616.40| 66.40000 9521.76 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0014 4004.50 2040.000 kg | 3.00000 6120.00| 3.03000 6181.20| 3.00000 6120.00 CAST IRON GRATE AND FRAME | | | 0015 4035.00 4.000 EACH| 90.00000 360.00| 90.90000 363.60| 90.00000 360.00 REMOVE FLARED-END SECTION | | | 0016 4040.00 2.000 EACH| 290.00000 580.00| 292.90000 585.80| 290.00000 580.00 REMOVE HEADWALLS FROM CULVERTS | | | 0017 4105.59 6.490 m3 | 1340.00000 8696.60| 1353.40000 8783.57| 1340.00000 8696.60 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0018 4155.50 264.000 kg | 1.50000 396.00| 1.52000 401.28| 1.50000 396.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -13 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4310.18 52.000 EACH| 135.00000 7020.00| 136.35000 7090.20| 135.00000 7020.00 450 mm FLARED-END SECTION | | | 0020 7017.00 17.000 m | 30.00000 510.00| 30.30000 515.10| 30.00000 510.00 REMOVE GUARDRAIL | | | 0021 L006.00 30.000 ha | 275.00000 8250.00| 404.00000 12120.00| 500.00000 15000.00 COVER CROP SEEDING | | | 0022 L020.01 396.000 m2 | 7.40000 2930.40| 7.47000 2958.12| 7.40000 2930.40 EROSION CONTROL, TYPE A | | | 0023 L020.10 3540.000 m2 | 1.81000 6407.40| 1.83000 6478.20| 1.81000 6407.40 EROSION CONTROL, TYPE HV | | | 0024 L021.01 6.000 BALE| 24.00000 144.00| 24.24000 145.44| 24.00000 144.00 EROSION CHECKS, TYPE A | | | 0025 L021.06 414.000 BALE| 18.00000 7452.00| 18.18000 7526.52| 18.00000 7452.00 EROSION CHECKS, TYPE HV | | | 0026 L022.75 260.000 m | 27.10000 7046.00| 27.41000 7126.60| 27.14000 7056.40 TEMPORARY SILT CHECK | | | 0027 P400.18 484.800 m | 90.00000 43632.00| 90.90000 44068.32| 90.00000 43632.00 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 1,859,124.84| $ 2,024,697.65| $ 1,865,885.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0028 0002.55 103.280 StaM| 25.00000 2582.00| 21.72000 2243.24| 25.00000 2582.00 OVERLAY BROKEN LINES | | | 0029 0002.60 206.560 StaM| 25.00000 5164.00| 21.72000 4486.48| 25.00000 5164.00 OVERLAY SOLID LINES | | | 0030 0002.61 1000.000 EACH| 19.00000 19000.00| 19.80000 19800.00| 19.00000 19000.00 PLOWABLE PAVEMENT MARKER | | | 0031 0030.30 LUMP| 460000.00000 460000.00| 475000.00000 475000.00| 300000.00000 300000.00 MOBILIZATION | | | 0032 2001.00 128.000 m3 | 8.62000 1103.36| 14.73000 1885.44| 20.00000 2560.00 GRAVEL SURFACE COURSE | | | 0033 3011.23 81.000 m | 30.00000 2430.00| 40.02000 3241.62| 45.00000 3645.00 CONCRETE CLASS 47B-25 CURB, TYPE 1 | | | 0034 3012.08 1309.000 m | 10.00000 13090.00| 39.18000 51286.62| 43.00000 56287.00 CONCRETE CLASS 47B-25 MEDIAN LIP CURB | | | 0035 3016.21 102.000 m2 | 21.00000 2142.00| 25.60000 2611.20| 21.00000 2142.00 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0036 3017.40 15625.800 m2 | 15.00000 234387.00| 13.91000 217354.88| 15.00000 234387.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -14 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 3020.24 58.500 m2 | 20.00000 1170.00| 33.28000 1946.88| 20.00000 1170.00 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0038 3075.22 1495.000 m2 | 20.00000 29900.00| 24.39000 36463.05| 20.00000 29900.00 180 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0039 3075.42 12009.000 m2 | 21.60000 259394.40| 24.11000 289536.99| 21.60000 259394.40 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0040 3075.46 121471.000 m2 | 24.40000 2963892.40| 23.01000 2795047.71| 25.47000 3093866.37 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0041 3089.25 908.000 m2 | 21.70000 19703.60| 35.28000 32034.24| 17.15000 15572.20 TEMPORARY SURFACING | | | 0042 3300.50 14.260 LS | 7000.00000 7000.00| 16999.72000 16999.72| 5250.00000 5250.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0043 3300.65 68.000 EACH| 50.00000 3400.00| 39.03000 2654.04| 75.00000 5100.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0044 4024.55 21.000 m | 54.00000 1134.00| 85.85000 1802.85| 54.00000 1134.00 FLUME SPILLWAY | | | 0045 4024.71 1.000 EACH| 2000.00000 2000.00| 1868.50000 1868.50| 2000.00000 2000.00 CONCRETE FLUME, TYPE II | | | 0046 7502.14 31000.000 m | 6.66000 206460.00| 6.57000 203670.00| 6.66000 206460.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0047 7503.14 19000.000 m | 6.92000 131480.00| 6.57000 124830.00| 6.92000 131480.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0048 7508.14 250.000 m | 20.70000 5175.00| 21.53000 5382.50| 20.70000 5175.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0049 8029.10 154963.000 m2 | 3.70000 573363.10| 3.59000 556317.17| 4.20000 650844.60 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0050 9000.75 300.000 Mg | 20.07000 6021.00| 20.27000 6081.00| 19.70000 5910.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP5(12.5) | | | 0051 9005.00 100.000 Mg | 25.84000 2584.00| 26.10000 2610.00| 27.52000 2752.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(12.5) | | | 0052 9005.23 4860.000 Mg | 20.18000 98074.80| 20.38000 99046.80| 18.69000 90833.40 ASPHALTIC CONCRETE, TYPE SPS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -15 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 9005.55 8950.000 Mg | 25.97000 232431.50| 26.23000 234758.50| 22.35000 200032.50 ASPHALTIC CONCRETE, TYPE SP5(12.5) | | | 0054 9009.86 22957.000 m2 | 11.10000 254822.70| 11.21000 257347.97| 11.47000 263316.79 SURFACING 150mm | | | 0055 9009.87 7755.000 m2 | 21.70000 168283.50| 21.92000 169989.60| 21.70000 168283.50 SURFACING 200mm | | | 0056 9020.96 16.200 Mg | 255.00000 4131.00| 257.55000 4172.31| 267.00000 4325.40 PERFORMANCE GRADED BINDER (70-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0057 9021.03 262.500 Mg | 181.00000 47512.50| 182.81000 47987.63| 190.00000 49875.00 PERFORMANCE GRADED BINDER (58-28) | | | 0058 9021.04 526.500 Mg | 255.00000 134257.50| 257.55000 135600.08| 267.00000 140575.50 PERFORMANCE GRADED BINDER (70-28) | | | 0059 9053.00 81330.000 L | 0.26000 21145.80| 0.26000 21145.80| 0.19000 15452.70 TACK COAT | | | 0060 9111.00 2945.000 kL | 2.85000 8393.25| 3.89000 11456.05| 2.85000 8393.25 WATER | | | 0061 9140.00 137.000 StaM| 118.00000 16166.00| 119.18000 16327.66| 118.00000 16166.00 JOINT SEALING - ASPHALT TO CONCRETE | | | 0062 9170.00 230.967 StaM| 210.00000 48503.07| 212.10000 48988.10| 125.00000 28870.88 EARTH SHOULDER CONSTRUCTION | | | 0063 9173.20 165520.000 m2 | 1.00000 165520.00| 0.86000 142347.20| 1.15000 190348.00 SUBGRADE PREPARATION | | | 0064 9179.33 119597.000 m2 | 0.87000 104049.39| 0.60000 71758.20| 0.87000 104049.39 COLD MILLING, CLASS 3 | | | 0065 9300.50 1.542 LS | 1800.00000 1800.00| 1818.00000 1818.00| 2680.00000 2680.00 ASPHALT PAVEMENT SMOOTHNESS TESTING | | | 0066 L010.00 226.000 m2 | 10.58000 2391.08| 13.89000 3139.14| 10.00000 2260.00 SODDING | | | SECTION TOTALS | $ 6,260,057.95| $ 6,121,037.17| $ 6,327,237.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0067 0030.40 LUMP| 13200.00000 13200.00| 27472.00000 27472.00| 13200.00000 13200.00 MOBILIZATION | | | 0068 1119.00 3.000 EACH| 280.00000 840.00| 282.80000 848.40| 280.00000 840.00 REMOVE INLET | | | 0069 4035.00 6.000 EACH| 90.00000 540.00| 90.90000 545.40| 90.00000 540.00 REMOVE FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -16 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4035.25 11.000 EACH| 113.00000 1243.00| 114.13000 1255.43| 113.00000 1243.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0071 4040.00 12.000 EACH| 143.00000 1716.00| 144.43000 1733.16| 143.00000 1716.00 REMOVE HEADWALLS FROM CULVERTS | | | 0072 4041.00 1.000 EACH| 2048.00000 2048.00| 2068.48000 2068.48| 2048.00000 2048.00 CULVERT CLEANOUT AT STA. 105+53 | | | 0073 4043.50 28.000 m | 24.40000 683.20| 24.64000 689.92| 24.40000 683.20 REMOVE SEWER PIPE | | | 0074 4044.00 1.000 EACH| 2000.00000 2000.00| 1515.00000 1515.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 93+70. | | | 83 | | | 0075 4050.01 847.800 m3 | 10.80000 9156.24| 10.91000 9249.50| 10.80000 9156.24 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0076 4051.01 67.000 m3 | 17.00000 1139.00| 15.15000 1015.05| 17.00000 1139.00 EXCAVATION FOR BOX CULVERTS | | | 0077 4101.06 37.850 m3 | 435.00000 16464.75| 383.80000 14526.83| 435.00000 16464.75 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0078 4107.07 15.400 m3 | 580.00000 8932.00| 585.80000 9021.32| 580.00000 8932.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0079 4151.00 2639.000 kg | 1.30000 3430.70| 1.26000 3325.14| 1.30000 3430.70 REINFORCING STEEL FOR BOX CULVERT | | | 0080 4157.00 113.000 kg | 2.25000 254.25| 2.27000 256.51| 2.25000 254.25 REINFORCING STEEL FOR COLLARS | | | 0081 4310.18 1.000 EACH| 139.00000 139.00| 140.39000 140.39| 139.00000 139.00 450 mm FLARED-END SECTION | | | 0082 4310.24 4.000 EACH| 162.00000 648.00| 163.62000 654.48| 162.00000 648.00 600 mm FLARED-END SECTION | | | 0083 4310.48 2.000 EACH| 1134.00000 2268.00| 1145.34000 2290.68| 1134.00000 2268.00 1200 mm FLARED-END SECTION | | | 0084 4320.24 4.000 EACH| 162.00000 648.00| 163.62000 654.48| 162.00000 648.00 600 mm ROUND EQUIVALENT FLARED-END | | | SECTION | | | 0085 4461.24 2.000 EACH| 90.00000 180.00| 90.90000 181.80| 90.00000 180.00 INSTALL 600 mm CONCRETE FLARED-END | | | SECTION | | | 0086 4461.36 2.000 EACH| 100.00000 200.00| 101.00000 202.00| 100.00000 200.00 INSTALL 900 mm CONCRETE FLARED-END | | | SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -17 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 4461.42 1.000 EACH| 120.00000 120.00| 121.20000 121.20| 120.00000 120.00 INSTALL 1050 mm CONCRETE FLARED-END | | | SECTION | | | 0088 4465.36 2.000 EACH| 115.00000 230.00| 116.15000 232.30| 115.00000 230.00 INSTALL 900 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0089 4465.42 2.000 EACH| 140.00000 280.00| 141.40000 282.80| 140.00000 280.00 INSTALL 1050 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0090 4465.48 1.000 EACH| 180.00000 180.00| 181.80000 181.80| 180.00000 180.00 INSTALL 1200 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0091 4465.54 1.000 EACH| 200.00000 200.00| 202.00000 202.00| 200.00000 200.00 INSTALL 1350 mm ROUND EQUIVALENT | | | CONCRETE FLARED-END SECTION | | | 0092 P070.18 8.000 m | 75.00000 600.00| 75.75000 606.00| 75.00000 600.00 450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 | | | OR 8 | | | 0093 P120.24 42.800 m | 116.00000 4964.80| 117.16000 5014.45| 116.00000 4964.80 600 mm CULVERT PIPE, TYPE 2 | | | 0094 P120.36 35.500 m | 208.00000 7384.00| 210.08000 7457.84| 208.00000 7384.00 900 mm CULVERT PIPE, TYPE 2 | | | 0095 P120.42 18.000 m | 261.00000 4698.00| 263.61000 4744.98| 261.00000 4698.00 1050 mm CULVERT PIPE TYPE 2 | | | 0096 P127.36 37.200 m | 284.00000 10564.80| 286.84000 10670.45| 284.00000 10564.80 900 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0097 P127.42 28.400 m | 328.00000 9315.20| 331.28000 9408.35| 328.00000 9315.20 1050 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0098 P127.48 37.500 m | 387.00000 14512.50| 390.87000 14657.63| 387.00000 14512.50 1200 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0099 P127.54 20.000 m | 426.00000 8520.00| 430.26000 8605.20| 426.00000 8520.00 1350 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0100 P420.24 40.300 m | 85.00000 3425.50| 85.85000 3459.76| 85.00000 3425.50 600 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2,3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -18 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0101 P600.24 45.800 m | 81.20000 3718.96| 82.01000 3756.06| 81.20000 3718.96 600 mm CULVERT PIPE, TYPE 2,3,4,5,7 OR | | | SECTION TOTALS | $ 134,443.90| $ 147,046.79| $ 134,443.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 79+27.056 QUADRUPLE 3.0 m X 2.8 m X 92.2 m CONCRETE BOX CULVERT | | | 0102 0030.40 LUMP| 24000.00000 24000.00| 40000.00000 40000.00| 24000.00000 24000.00 MOBILIZATION | | | 0103 1043.50 205.000 m2 | 2.80000 574.00| 2.83000 580.15| 2.80000 574.00 RIPRAP FILTER FABRIC | | | 0104 4051.01 687.000 m3 | 18.00000 12366.00| 18.18000 12489.66| 18.00000 12366.00 EXCAVATION FOR BOX CULVERTS | | | 0105 4101.06 814.790 m3 | 324.00000 263991.96| 327.24000 266631.88| 324.00000 263991.96 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0106 4151.00 57605.000 kg | 1.25000 72006.25| 1.26000 72582.30| 1.25000 72006.25 REINFORCING STEEL FOR BOX CULVERT | | | 0107 6040.00 1.000 EACH| 25000.00000 25000.00| 25250.00000 25250.00| 25000.00000 25000.00 REMOVE STRUCTURE AT STA. 79+27.056 | | | 0108 6105.02 269.000 Mg | 45.00000 12105.00| 45.45000 12226.05| 45.00000 12105.00 ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 410,043.21| $ 429,760.04| $ 410,043.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0109 0030.50 LUMP| 1500.00000 1500.00| 1515.00000 1515.00| 1500.00000 1500.00 MOBILIZATION | | | 0110 L001.01 18.000 ha | 1423.00000 25614.00| 1437.23000 25870.14| 1423.00000 25614.00 SEEDING, TYPE A | | | 0111 L001.02 12.000 ha | 1179.00000 14148.00| 1190.79000 14289.48| 1179.00000 14148.00 SEEDING, TYPE B | | | 0112 L032.75 150.000 Mg | 85.00000 12750.00| 85.85000 12877.50| 85.00000 12750.00 MULCH | | | SECTION TOTALS | $ 54,012.00| $ 54,552.12| $ 54,012.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0113 0030.81 LUMP| 3570.00000 3570.00| 5000.00000 5000.00| 3570.00000 3570.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -19 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 A001.01 6.000 EACH| 450.00000 2700.00| 454.50000 2727.00| 450.00000 2700.00 PULL BOX, TYPE PB-1 | | | 0115 A001.02 1.000 EACH| 350.00000 350.00| 353.50000 353.50| 350.00000 350.00 PULL BOX, TYPE PB-1A | | | 0116 A001.12 1.000 EACH| 350.00000 350.00| 353.50000 353.50| 350.00000 350.00 PULL BOX, TYPE PB-5 | | | 0117 A001.16 1.000 EACH| 400.00000 400.00| 404.00000 404.00| 400.00000 400.00 PULL BOX, TYPE PB-6 | | | 0118 A006.98 4.000 EACH| 200.00000 800.00| 202.00000 808.00| 200.00000 800.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0119 A007.00 8.000 EACH| 250.00000 2000.00| 252.50000 2020.00| 250.00000 2000.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0120 A009.14 1.000 EACH| 1500.00000 1500.00| 1515.00000 1515.00| 1500.00000 1500.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.25 | | | 0121 A009.57 1.000 EACH| 1700.00000 1700.00| 1717.00000 1717.00| 1700.00000 1700.00 STREET LIGHTING UNIT, TYPE SL-BT-13.7-3 | | | 7-0.25 | | | 0122 A070.10 1370.000 m | 6.50000 8905.00| 6.57000 9000.90| 6.50000 8905.00 38 mm CONDUIT IN TRENCH | | | 0123 A070.14 10.200 m | 7.50000 76.50| 7.58000 77.32| 7.50000 76.50 50 mm CONDUIT IN TRENCH | | | 0124 A072.10 169.000 m | 7.00000 1183.00| 7.07000 1194.83| 7.00000 1183.00 38 mm CONDUIT UNDER ROADWAY | | | 0125 A072.18 57.400 m | 11.00000 631.40| 11.11000 637.71| 11.00000 631.40 75 mm CONDUIT UNDER ROADWAY | | | 0126 A074.12 4.000 m | 32.00000 128.00| 32.32000 129.28| 32.00000 128.00 38 mm CONDUIT, JACKED | | | 0127 A080.22 1517.000 m | 1.30000 1972.10| 1.31000 1987.27| 1.30000 1972.10 STREET LIGHTING CABLE, NO. 6 BARE | | | 0128 A080.24 3034.000 m | 1.40000 4247.60| 1.41000 4277.94| 1.40000 4247.60 STREET LIGHTING CABLE, NO. 6 USE | | | 0129 A700.20 23.000 EACH| 825.00000 18975.00| 833.25000 19164.75| 825.00000 18975.00 RELOCATE STREET LIGHTING UNIT | | | SECTION TOTALS | $ 49,488.60| $ 51,368.00| $ 49,488.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0130 0001.08 22590.000 BDAY| 0.50000 11295.00| 0.50000 11295.00| 0.50000 11295.00 BARRICADE, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F13 -20 TABULATION OF BIDS CALL ORDER : F13 CONTRACT ID : 5826 COUNTIES : SCOTTS BLUFF LETTING DATE : 11/14/02 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3606 |( 6 ) 0083 |JENSEN CO., INC./IRVING F. |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 0001.10 26571.000 BDAY| 0.95000 25242.45| 1.01000 26836.71| 0.95000 25242.45 BARRICADE, TYPE III | | | 0132 0001.75 100.000 EACH| 5.00000 500.00| 1.01000 101.00| 5.00000 500.00 TEMPORARY SIGN DAY | | | 0133 0001.90 41993.000 EACH| 0.40000 16797.20| 0.25000 10498.25| 0.40000 16797.20 SIGN DAY | | | 0134 0002.30 17300.000 m | 0.98000 16954.00| 0.87000 15051.00| 0.98000 16954.00 PAVEMENT MARKING REMOVAL | | | 0135 0002.44 15750.000 m | 0.49000 7717.50| 0.35000 5512.50| 0.49000 7717.50 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0136 0002.97 263.000 DAY | 20.00000 5260.00| 50.50000 13281.50| 20.00000 5260.00 FLASHING ARROW PANEL | | | 0137 0003.10 20.000 DAY | 240.00000 4800.00| 171.98000 3439.60| 225.00000 4500.00 FLAGGING | | | 0138 0003.51 591.000 m | 31.00000 18321.00| 29.48000 17422.68| 10.00000 5910.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0139 0010.04 1.000 EACH| 6000.00000 6000.00| 5412.14000 5412.14| 1500.00000 1500.00 FIELD OFFICE | | | 0140 0030.10 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 14000.00000 14000.00 MOBILIZATION | | | 0141 9110.01 10.000 HOUR| 95.00000 950.00| 46.45000 464.50| 93.00000 930.00 RENTAL OF LOADER, FULLY OPERATED | | | 0142 9110.02 10.000 HOUR| 85.00000 850.00| 58.42000 584.20| 83.00000 830.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0143 9110.03 10.000 HOUR| 60.00000 600.00| 45.78000 457.80| 56.00000 560.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0144 9110.07 10.000 HOUR| 35.00000 350.00| 28.18000 281.80| 32.00000 320.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 120,637.15| $ 120,638.68| $ 112,316.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,887,807.65| $ 8,949,100.45| $ 8,953,426.98 ====================================================================================================================================
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