| Back to Bid Tabs |
Last Updated:
09/10/2002
|
|
September 05, 2002 Contract
Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 2 VENDOR RANKING CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 DISTRICT : 1 PROJECT(S) : S-77-2(1038) CONTRACT DESCRIPTION : US-77, CERESCO - WAHOO -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 13,765,215.46 100.0000% 2 0083 WERNER CONSTRUCTION, INC. $ 14,240,306.89 103.4513% 3 0751 IRVING F. JENSEN CO., INC. $ 14,498,228.01 105.3251% 4 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 15,162,556.85 110.1512% 5 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 15,247,417.36 110.7677% 6 3572 UPPER PLAINS CONTRACTING, INC. $ 15,335,114.90 111.4048% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |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 L020.00 1222.000 m2 | 1.50000 1833.00| 1.50000 1833.00| 1.50000 1833.00 EROSION CONTROL | | | 0002 L020.01 3050.000 m2 | 4.88000 14884.00| 4.88000 14884.00| 4.88000 14884.00 EROSION CONTROL, TYPE A | | | 0003 L020.08 3009.000 m2 | 4.88000 14683.92| 4.88000 14683.92| 4.88000 14683.92 EROSION CONTROL, TYPE AA | | | 0004 L020.09 1081.000 m2 | 12.00000 12972.00| 12.00000 12972.00| 12.00000 12972.00 EROSION CONTROL, TYPE AAA | | | 0005 L020.10 9594.000 m2 | 1.50000 14391.00| 1.50000 14391.00| 1.50000 14391.00 EROSION CONTROL, TYPE HV | | | 0006 L021.01 110.000 BALE| 13.00000 1430.00| 13.00000 1430.00| 13.00000 1430.00 EROSION CHECKS, TYPE A | | | 0007 L021.06 591.000 BALE| 13.00000 7683.00| 13.00000 7683.00| 13.00000 7683.00 EROSION CHECKS, TYPE HV | | | 0008 L021.15 125.000 BALE| 17.00000 2125.00| 17.00000 2125.00| 17.00000 2125.00 EROSION CHECKS, TYPE ST-HV | | | 0009 L021.21 155.000 BALE| 13.00000 2015.00| 13.00000 2015.00| 13.00000 2015.00 EROSION CHECKS, TYPE AA | | | 0010 L022.11 2561.000 m | 6.56000 16800.16| 6.56000 16800.16| 6.56000 16800.16 FABRIC SILT FENCE-LOW POROSITY | | | 0011 L022.12 302.000 m | 7.00000 2114.00| 7.00000 2114.00| 7.00000 2114.00 FABRIC SILT FENCE-HIGH POROSITY | | | 0012 L022.25 364.000 m | 9.00000 3276.00| 9.00000 3276.00| 9.00000 3276.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0013 P300.30 25.500 m | 60.00000 1530.00| 100.00000 2550.00| 55.00000 1402.50 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0014 P400.18 421.000 m | 68.26000 28737.46| 75.00000 31575.00| 75.00000 31575.00 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0015 0030.10 LUMP| 14500.00000 14500.00| 27000.00000 27000.00| 84600.00000 84600.00 MOBILIZATION | | | 0016 1000.00 90.000 EACH| 100.00000 9000.00| 50.00000 4500.00| 50.00000 4500.00 LARGE TREE REMOVAL | | | 0017 1009.00 LUMP| 41000.00000 41000.00| 55000.00000 55000.00| 55000.00000 55000.00 GENERAL CLEARING AND GRUBBING | | | 0018 1010.00 361082.000 m3 | 1.17000 422465.94| 1.31000 473017.42| 1.31000 473017.42 EXCAVATION | | | 0019 1010.01 10215.000 m3 | 1.31000 13381.65| 1.31000 13381.65| 1.31000 13381.65 EXCAVATION (ESTABLISHED QUANTITY) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1010.10 69024.000 m3 | 1.60000 110438.40| 1.31000 90421.44| 1.31000 90421.44 EXCAVATION, BORROW | | | 0021 1011.00 5850.000 kL | 0.65000 3802.50| 2.00000 11700.00| 2.00000 11700.00 WATER | | | 0022 1012.00 145.000 EACH| 60.00000 8700.00| 60.00000 8700.00| 60.00000 8700.00 RIGHT-OF-WAY MARKERS | | | 0023 1102.00 1133.000 m2 | 2.00000 2266.00| 3.00000 3399.00| 3.00000 3399.00 REMOVE ASPHALT SURFACE | | | 0024 1106.00 172.000 m2 | 2.50000 430.00| 3.00000 516.00| 3.00000 516.00 REMOVE DRIVEWAY | | | 0025 1125.00 1.000 EACH| 2000.00000 2000.00| 250.00000 250.00| 250.00000 250.00 CLEAR TRACT AT STA. 211+85 TO STA. | | | 212+10 RT. | | | 0026 1701.24 217.600 m | 46.54000 10127.10| 40.00000 8704.00| 40.00000 8704.00 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0027 1701.30 42.000 m | 67.51000 2835.42| 50.00000 2100.00| 50.00000 2100.00 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0028 1701.36 45.000 m | 82.61000 3717.45| 65.00000 2925.00| 65.00000 2925.00 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0029 3017.50 143.000 m2 | 78.50000 11225.50| 80.00000 11440.00| 80.00000 11440.00 INTERLOCKING CONCRETE PAVER BLOCK | | | 0030 4040.00 4.000 EACH| 125.00000 500.00| 100.00000 400.00| 100.00000 400.00 REMOVE HEADWALLS FROM CULVERTS | | | 0031 4050.01 34.000 m3 | 13.54000 460.36| 16.00000 544.00| 16.00000 544.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0032 4105.59 10.800 m3 | 666.57000 7198.96| 559.00000 6037.20| 559.00000 6037.20 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0033 4155.50 486.000 kg | 1.64000 797.04| 1.50000 729.00| 1.50000 729.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0034 4310.18 17.000 EACH| 237.50000 4037.50| 170.00000 2890.00| 170.00000 2890.00 450 mm FLARED-END SECTION | | | 0035 7017.00 237.000 m | 7.00000 1659.00| 6.00000 1422.00| 6.00000 1422.00 REMOVE GUARDRAIL | | | 0036 9110.01 90.000 HOUR| 56.72000 5104.80| 60.00000 5400.00| 65.00000 5850.00 RENTAL OF LOADER, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 9110.03 90.000 HOUR| 49.06000 4415.40| 50.00000 4500.00| 50.00000 4500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0038 9110.06 90.000 HOUR| 56.72000 5104.80| 50.00000 4500.00| 60.00000 5400.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0039 9110.07 90.000 HOUR| 36.11000 3249.90| 45.00000 4050.00| 100.00000 9000.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 812,892.26| $ 871,858.79| $ 934,611.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0040 0030.30 LUMP| 510000.00000 510000.00| 325000.00000 325000.00| 478370.00000 478370.00 MOBILIZATION | | | 0041 1020.03 34.000 EACH| 15.00000 510.00| 15.00000 510.00| 15.00000 510.00 DELINEATOR, TYPE III | | | 0042 1020.06 423.000 EACH| 22.00000 9306.00| 22.00000 9306.00| 22.00000 9306.00 FLEXIBLE POST DELINEATOR | | | 0043 1020.20 20.000 EACH| 18.00000 360.00| 18.00000 360.00| 18.00000 360.00 INSTALL CHEVRONS | | | 0044 2001.03 946.000 Mg | 9.71000 9185.66| 17.00000 16082.00| 14.00000 13244.00 GRAVEL SURFACE COURSE | | | 0045 2009.10 10.060 StaM| 179.24000 1803.15| 300.00000 3018.00| 485.00000 4879.10 GRAVEL EMBEDMENT | | | 0046 2020.50 908.000 m2 | 21.31000 19349.48| 24.84000 22554.72| 22.35000 20293.80 SURFACING 205mm | | | 0047 2021.00 10.000 EACH| 45.00000 450.00| 45.00000 450.00| 45.00000 450.00 MAILBOX POST | | | 0048 3014.12 73.000 m | 38.61000 2818.53| 34.40000 2511.20| 34.40000 2511.20 COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0049 3017.40 3431.000 m2 | 18.95000 65017.45| 32.40000 111164.40| 32.40000 111164.40 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0050 3075.51 14629.000 m2 | 24.69000 361190.01| 27.47000 401858.63| 22.74000 332663.46 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0051 3075.55 279886.000 m2 | 21.81000 6104313.66| 24.00000 6717264.00| 22.18000 6207871.48 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0052 3275.20 42393.000 m2 | 2.69000 114037.17| 4.39000 186105.27| 5.92000 250966.56 CRUSH CONCRETE PAVEMENT | | | 0053 3300.50 28.908 LS | 17000.00000 17000.00| 9000.00000 9000.00| 13000.00000 13000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 6 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 3300.65 150.000 EACH| 31.76000 4764.00| 50.00000 7500.00| 60.00000 9000.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0055 4764.35 545.000 m | 31.00000 16895.00| 32.40000 17658.00| 32.40000 17658.00 100 mm PERFORATED PIPE UNDERDRAIN | | | 0056 7502.14 34400.000 m | 6.49000 223256.00| 6.49000 223256.00| 6.49000 223256.00 100 mm WHITE PREFORMED PAVEMENT MARKING,| | | TYPE 4, GROOVED | | | 0057 7503.14 46900.000 m | 6.72000 315168.00| 6.72000 315168.00| 6.72000 315168.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0058 8022.00 6575.000 Mg | 86.66000 569789.50| 90.00000 591750.00| 94.00000 618050.00 HYDRATED LIME | | | 0059 8029.10 301375.000 m2 | 3.68000 1109060.00| 3.37000 1015633.75| 4.51000 1359201.25 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0060 8032.04 39228.000 m2 | 2.00000 78456.00| 1.22000 47858.16| 2.57000 100815.96 CRUSHED CONCRETE FOUNDATION COURSE 100 | | | mm | | | 0061 8060.05 318.000 EACH| 27.52000 8751.36| 60.00000 19080.00| 75.00000 23850.00 GRANULAR SUBDRAIN | | | 0062 8101.50 333893.000 m2 | 1.48000 494161.64| 0.85000 283809.05| 1.23000 410688.39 STABILIZED SUBGRADE | | | 0063 9005.30 3310.000 Mg | 23.65000 78281.50| 28.25000 93507.50| 32.33000 107012.30 ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0064 9009.00 434.000 m2 | 3.61000 1566.74| 6.50000 2821.00| 7.50000 3255.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0065 9009.75 6546.000 m2 | 23.80000 155794.80| 23.64000 154747.44| 28.57000 187019.22 TEMPORARY SURFACING 205mm | | | 0066 9009.86 54983.000 m2 | 11.43000 628455.69| 11.76000 646600.08| 11.75000 646050.25 SURFACING 150mm | | | 0067 9009.87 4760.000 m2 | 16.56000 78825.60| 15.49000 73732.40| 15.60000 74256.00 SURFACING 200mm | | | 0068 9021.08 178.740 Mg | 257.80000 46079.17| 205.00000 36641.70| 205.00000 36641.70 PERFORMANCE GRADED BINDER (64-28) | | | 0069 9030.00 29.000 m | 20.13000 583.77| 45.00000 1305.00| 45.00000 1305.00 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0070 9053.00 3500.000 L | 0.24000 840.00| 0.25000 875.00| 0.25000 875.00 TACK COAT | | | 0071 9111.00 7000.000 kL | 2.00000 14000.00| 4.50000 31500.00| 3.00000 21000.00 WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 7 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 9170.00 643.397 StaM| 195.00000 125462.42| 185.00000 119028.45| 165.00000 106160.51 EARTH SHOULDER CONSTRUCTION | | | 0073 9173.20 28253.000 m2 | 1.26000 35598.78| 2.55000 72045.15| 1.42000 40119.26 SUBGRADE PREPARATION | | | 0074 9179.34 46605.000 m2 | 1.34000 62450.70| 1.35000 62916.75| 1.27000 59188.35 COLD MILLING, CLASS 4 | | | 0075 9179.54 6928.000 m2 | 2.06000 14271.68| 2.00000 13856.00| 1.86000 12886.08 COLD MILLING, CLASS 4 TYPE A | | | 0076 9185.75 600.000 StaM| 55.00000 33000.00| 65.50000 39300.00| 56.00000 33600.00 RUMBLE STRIPS | | | 0077 9188.50 468.000 m2 | 16.30000 7628.40| 25.00000 11700.00| 22.00000 10296.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 11,318,481.86| $ 11,687,473.65| $ 11,862,942.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0078 P200.42 18.000 m | 196.88000 3543.84| 203.90000 3670.20| 203.90000 3670.20 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0079 P200.48 32.500 m | 233.59000 7591.68| 219.50000 7133.75| 219.50000 7133.75 1200 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0080 P200.54 81.100 m | 262.35000 21276.59| 266.10000 21580.71| 266.10000 21580.71 1350 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0081 P200.60 55.500 m | 328.61000 18237.86| 340.90000 18919.95| 340.90000 18919.95 1500 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0082 P200.66 51.500 m | 373.53000 19236.80| 415.30000 21387.95| 415.30000 21387.95 1650 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0083 P300.18 30.000 m | 57.88000 1736.40| 57.00000 1710.00| 57.00000 1710.00 450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0084 P400.18 43.200 m | 64.91000 2804.11| 70.70000 3054.24| 70.70000 3054.24 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0085 P400.24 100.500 m | 79.25000 7964.63| 86.60000 8703.30| 86.60000 8703.30 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0086 P400.30 68.500 m | 111.59000 7643.92| 124.50000 8528.25| 124.50000 8528.25 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0087 P400.36 183.500 m | 130.88000 24016.48| 149.50000 27433.25| 149.50000 27433.25 900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0088 P402.24 68.800 m | 68.40000 4705.92| 70.10000 4822.88| 70.10000 4822.88 600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0089 P402.30 13.100 m | 90.07000 1179.92| 97.20000 1273.32| 97.20000 1273.32 750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 8 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 P402.36 30.600 m | 106.50000 3258.90| 115.80000 3543.48| 115.80000 3543.48 900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0091 P406.42 21.500 m | 163.33000 3511.60| 161.10000 3463.65| 161.10000 3463.65 1050 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0092 P406.78 25.000 m | 409.68000 10242.00| 435.80000 10895.00| 435.80000 10895.00 1950 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0093 P700.18 300.000 m | 51.18000 15354.00| 65.90000 19770.00| 65.90000 19770.00 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0094 0030.40 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | 0095 1043.50 2780.000 m2 | 1.07000 2974.60| 1.70000 4726.00| 1.70000 4726.00 RIPRAP FILTER FABRIC | | | 0096 4004.50 4760.000 kg | 2.73000 12994.80| 3.30000 15708.00| 3.30000 15708.00 CAST IRON GRATE AND FRAME | | | 0097 4018.00 1.000 EACH| 198.95000 198.95| 696.00000 696.00| 696.00000 696.00 TAPPING EXISTING STRUCTURE | | | 0098 4035.00 11.000 EACH| 51.30000 564.30| 99.00000 1089.00| 99.00000 1089.00 REMOVE FLARED-END SECTION | | | 0099 4040.00 23.000 EACH| 62.82000 1444.86| 89.00000 2047.00| 89.00000 2047.00 REMOVE HEADWALLS FROM CULVERTS | | | 0100 4045.00 1.000 EACH| 6164.47000 6164.47| 5963.00000 5963.00| 5963.00000 5963.00 REMOVE STRUCTURE AT STA. 208+72 | | | 0101 4045.01 1.000 EACH| 3898.57000 3898.57| 4969.00000 4969.00| 4969.00000 4969.00 REMOVE STRUCTURE AT STA. 228+78 | | | 0102 4045.02 1.000 EACH| 9419.31000 9419.31| 8944.00000 8944.00| 8944.00000 8944.00 REMOVE STRUCTURE AT STA. 235+61 | | | 0103 4050.01 5917.000 m3 | 6.13000 36271.21| 5.00000 29585.00| 5.00000 29585.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0104 4051.01 3001.000 m3 | 7.60000 22807.60| 7.00000 21007.00| 7.00000 21007.00 EXCAVATION FOR BOX CULVERTS | | | 0105 4100.06 10.900 m3 | 577.35000 6293.12| 540.00000 5886.00| 540.00000 5886.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0106 4101.06 842.530 m3 | 255.87000 215578.15| 302.00000 254444.06| 302.00000 254444.06 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0107 4105.59 17.460 m3 | 507.55000 8861.82| 580.00000 10126.80| 580.00000 10126.80 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 9 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 4130.06 0.050 m3 | 3855.94000 192.80| 640.00000 32.00| 640.00000 32.00 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0109 4150.00 561.000 kg | 1.57000 880.77| 1.50000 841.50| 1.50000 841.50 REINFORCING STEEL FOR HEADWALL | | | 0110 4151.00 59729.000 kg | 1.17000 69882.93| 1.10000 65701.90| 1.10000 65701.90 REINFORCING STEEL FOR BOX CULVERT | | | 0111 4155.50 706.000 kg | 1.57000 1108.42| 1.50000 1059.00| 1.50000 1059.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0112 4310.18 3.000 EACH| 123.79000 371.37| 173.90000 521.70| 173.90000 521.70 450 mm FLARED-END SECTION | | | 0113 4310.24 11.000 EACH| 151.24000 1663.64| 195.60000 2151.60| 195.60000 2151.60 600 mm FLARED-END SECTION | | | 0114 4310.30 4.000 EACH| 228.72000 914.88| 293.60000 1174.40| 293.60000 1174.40 750 mm FLARED-END SECTION | | | 0115 4310.36 10.000 EACH| 324.02000 3240.20| 412.90000 4129.00| 412.90000 4129.00 900 mm FLARED-END SECTION | | | 0116 4310.42 1.000 EACH| 650.78000 650.78| 857.90000 857.90| 857.90000 857.90 1050 mm FLARED-END SECTION | | | 0117 4310.48 1.000 EACH| 665.13000 665.13| 931.40000 931.40| 931.40000 931.40 1200 mm FLARED-END SECTION | | | 0118 4310.54 2.000 EACH| 757.84000 1515.68| 990.20000 1980.40| 990.20000 1980.40 1350 mm FLARED-END SECTION | | | 0119 4310.60 1.000 EACH| 871.21000 871.21| 1137.20000 1137.20| 1137.20000 1137.20 1500 mm FLARED-END SECTION | | | 0120 4310.66 1.000 EACH| 1547.41000 1547.41| 1240.10000 1240.10| 1240.10000 1240.10 1650 mm FLARED-END SECTION | | | 0121 4310.78 4.000 EACH| 1312.13000 5248.52| 1725.20000 6900.80| 1725.20000 6900.80 1950 mm FLARED-END SECTION | | | 0122 4680.18 75.000 m | 198.98000 14923.50| 217.80000 16335.00| 217.80000 16335.00 450 mm CORRUGATED METAL SLOTTED PIPE | | | 0123 6105.02 2296.000 Mg | 29.25000 67158.00| 27.50000 63140.00| 27.50000 63140.00 ROCK RIPRAP, TYPE B | | | 0124 6105.03 63.000 Mg | 33.17000 2089.71| 32.10000 2022.30| 32.10000 2022.30 ROCK RIPRAP, TYPE C | | | SECTION TOTALS | $ 664,701.36| $ 711,236.99| $ 711,236.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 10 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 L001.01 25.000 ha | 1453.77000 36344.25| 1453.77000 36344.25| 1453.77000 36344.25 SEEDING, TYPE A | | | 0126 L001.02 28.000 ha | 904.77000 25333.56| 904.77000 25333.56| 904.77000 25333.56 SEEDING, TYPE B | | | 0127 L032.75 239.000 Mg | 66.00000 15774.00| 66.00000 15774.00| 66.00000 15774.00 MULCH | | | 0128 0030.50 LUMP| 100.00000 100.00| 2777.00000 2777.00| 100.00000 100.00 MOBILIZATION | | | SECTION TOTALS | $ 77,551.81| $ 80,228.81| $ 77,551.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 4006+39 ALT AA1 1-11000 SPAN & 2-8000 SPANS CONCRETE SLAB BRIDGE | | | 0129 0030.60 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION | | | 0130 1010.01 2370.000 m3 | 3.60000 8532.00| 3.60000 8532.00| 3.60000 8532.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0131 3050.15 196.100 m3 | 196.00000 38435.60| 196.00000 38435.60| 196.00000 38435.60 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0132 3051.10 13320.000 kg | 1.21000 16117.20| 1.21000 16117.20| 1.21000 16117.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0133 6000.10 40.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 ABUTMENT NO.1 EXCAVATION | | | 0134 6000.11 40.000 LS | 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 ABUTMENT NO.2 EXCAVATION | | | 0135 6001.50 35.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 BENT NO.1 EXCAVATION | | | 0136 6001.51 35.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 BENT NO.2 EXCAVATION | | | 0137 6005.35 38.900 m | 140.00000 5446.00| 140.00000 5446.00| 140.00000 5446.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0138 6010.22 241.300 m3 | 333.50000 80473.55| 333.50000 80473.55| 333.50000 80473.55 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0139 6010.26 220.500 m3 | 340.00000 74970.00| 340.00000 74970.00| 340.00000 74970.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0140 6040.00 1.000 EACH| 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 REMOVE STRUCTURE AT STA. 4006+09 | | | 0141 6080.00 1184.000 kg | 5.50000 6512.00| 5.50000 6512.00| 5.50000 6512.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 11 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 6105.03 1135.000 Mg | 28.75000 32631.25| 28.75000 32631.25| 28.75000 32631.25 ROCK RIPRAP, TYPE C | | | 0143 6131.50 46350.000 kg | 1.21000 56083.50| 1.21000 56083.50| 1.21000 56083.50 EPOXY COATED REINFORCING STEEL | | | 0144 6210.50 1413.800 m | 77.00000 108862.60| 77.00000 108862.60| 77.00000 108862.60 PIPE PILING | | | 0145 6310.00 624.000 m2 | 118.50000 73944.00| 118.50000 73944.00| 118.50000 73944.00 STEEL SHEET PILING | | | 0146 6601.15 44.400 m | 16.50000 732.60| 16.50000 732.60| 16.50000 732.60 38 mm CONDUIT IN BRIDGE | | | 0147 8091.00 420.000 m3 | 23.50000 9870.00| 23.50000 9870.00| 23.50000 9870.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 564,610.30| $ 564,610.30| $ 564,610.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 4006+39 ALT AA2 1-11000 SPAN & 2-8000 SPANS PRESTRESSED IT-400 GIRDER BRIDGE | | | 0148 0030.60 LUMP| | | MOBILIZATION | | | 0149 1010.01 2370.000 m3 | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0150 3050.15 196.100 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0151 3051.10 13320.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0152 6000.10 40.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0153 6000.11 40.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0154 6001.50 35.000 LS | | | BENT NO.1 EXCAVATION | | | 0155 6001.51 35.000 LS | | | BENT NO.2 EXCAVATION | | | 0156 6005.35 38.900 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0157 6005.60 174.000 EACH| | | ELASTOMERIC BEARING | | | 0158 6010.22 208.700 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 12 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 6010.26 113.700 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0160 6011.11 98.300 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 4006+39 | | | 0161 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 4006+09 | | | 0162 6080.00 4965.000 kg | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0163 6105.03 1135.000 Mg | | | ROCK RIPRAP, TYPE C | | | 0164 6131.50 31955.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0165 6210.50 1367.000 m | | | PIPE PILING | | | 0166 6310.00 624.000 m2 | | | STEEL SHEET PILING | | | 0167 6601.15 44.400 m | | | 38 mm CONDUIT IN BRIDGE | | | 0168 8091.00 420.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ | $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0169 0030.70 LUMP| 320.00000 320.00| 1070.00000 1070.00| 320.00000 320.00 MOBILIZATION | | | 0170 7011.20 273.000 m | 35.00000 9555.00| 35.00000 9555.00| 35.00000 9555.00 W-BEAM GUARDRAIL | | | 0171 7011.30 111.000 m | 47.50000 5272.50| 47.50000 5272.50| 47.50000 5272.50 THRIE-BEAM GUARDRAIL | | | 0172 7020.00 9.000 EACH| 1000.00000 9000.00| 1000.00000 9000.00| 1000.00000 9000.00 BRIDGE APPROACH SECTIONS | | | 0173 7020.60 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 SPECIAL BRIDGE APPROACH SECTION | | | 0174 7022.50 2.000 EACH| 4500.00000 9000.00| 4500.00000 9000.00| 4500.00000 9000.00 BULLNOSE-3.8 m | | | 0175 7024.25 7.000 EACH| 1700.00000 11900.00| 1700.00000 11900.00| 1700.00000 11900.00 GUARDRAIL END TREATMENT, TYPE I | | | 0176 7024.27 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00 GUARDRAIL END TREATMENT, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 13 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 50,047.50| $ 50,797.50| $ 50,047.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8B ELECTRICAL | | | 0177 A001.01 12.000 EACH| 490.00000 5880.00| 490.00000 5880.00| 490.00000 5880.00 PULL BOX, TYPE PB-1 | | | 0178 A001.02 4.000 EACH| 415.00000 1660.00| 415.00000 1660.00| 415.00000 1660.00 PULL BOX, TYPE PB-1A | | | 0179 A001.12 4.000 EACH| 340.00000 1360.00| 340.00000 1360.00| 340.00000 1360.00 PULL BOX, TYPE PB-5 | | | 0180 A006.98 16.000 EACH| 115.00000 1840.00| 115.00000 1840.00| 115.00000 1840.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0181 A007.00 12.000 EACH| 150.00000 1800.00| 150.00000 1800.00| 150.00000 1800.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0182 A009.57 10.000 EACH| 1685.00000 16850.00| 1685.00000 16850.00| 1685.00000 16850.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-13.7-3.7-0.25 | | | 0183 A009.59 4.000 EACH| 1685.00000 6740.00| 1685.00000 6740.00| 1685.00000 6740.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-13.7-3.7-0.20 | | | 0184 A020.17 1.000 EACH| 2245.00000 2245.00| 2245.00000 2245.00| 2245.00000 2245.00 LIGHTING CONTROL CENTER, TYPE P | | | 0185 A020.30 1.000 EACH| 1655.00000 1655.00| 1655.00000 1655.00| 1655.00000 1655.00 LIGHTING CONTROL CENTER, TYPE R | | | 0186 A070.10 510.000 m | 6.00000 3060.00| 6.00000 3060.00| 6.00000 3060.00 38 mm CONDUIT IN TRENCH | | | 0187 A070.18 40.000 m | 12.50000 500.00| 12.50000 500.00| 12.50000 500.00 75 mm CONDUIT IN TRENCH | | | 0188 A072.10 164.000 m | 10.00000 1640.00| 10.00000 1640.00| 10.00000 1640.00 38 mm CONDUIT UNDER ROADWAY | | | 0189 A072.18 115.800 m | 17.00000 1968.60| 17.00000 1968.60| 17.00000 1968.60 75 mm CONDUIT UNDER ROADWAY | | | 0190 A080.22 674.000 m | 2.10000 1415.40| 2.10000 1415.40| 2.10000 1415.40 STREET LIGHTING CABLE, NO. 6 BARE | | | 0191 A080.24 1348.000 m | 2.45000 3302.60| 2.45000 3302.60| 2.45000 3302.60 STREET LIGHTING CABLE, NO. 6 USE | | | 0192 0030.80 LUMP| 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 14 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(1) 3606 |(2) 0083 |(3) 0751 |DOBSON BROTHERS CONSTRUCTION|WERNER CONSTRUCTION, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 53,216.60| $ 53,216.60| $ 53,216.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0193 0001.08 36320.000 BDAY| 0.50000 18160.00| 0.50000 18160.00| 0.50000 18160.00 BARRICADE, TYPE II | | | 0194 0001.10 28324.000 BDAY| 0.75000 21243.00| 0.75000 21243.00| 0.75000 21243.00 BARRICADE, TYPE III | | | 0195 0001.75 680.000 EACH| 3.00000 2040.00| 4.00000 2720.00| 3.00000 2040.00 TEMPORARY SIGN DAY | | | 0196 0001.90 68385.000 EACH| 0.25000 17096.25| 0.25000 17096.25| 0.25000 17096.25 SIGN DAY | | | 0197 0002.30 1500.000 m | 1.30000 1950.00| 1.30000 1950.00| 1.30000 1950.00 PAVEMENT MARKING REMOVAL | | | 0198 0002.44 30000.000 m | 0.68000 20400.00| 0.68000 20400.00| 0.68000 20400.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0199 0002.47 15000.000 m | 0.98000 14700.00| 0.98000 14700.00| 0.98000 14700.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0200 0002.61 750.000 EACH| 19.30000 14475.00| 19.30000 14475.00| 19.30000 14475.00 PLOWABLE PAVEMENT MARKER | | | 0201 0002.97 795.000 DAY | 12.00000 9540.00| 12.00000 9540.00| 12.00000 9540.00 FLASHING ARROW PANEL | | | 0202 0003.10 80.000 DAY | 160.41000 12832.80| 175.00000 14000.00| 230.00000 18400.00 FLAGGING | | | 0203 0003.75 1.000 EACH| 10007.00000 10007.00| 10100.00000 10100.00| 10007.00000 10007.00 TEMPORARY TRAFFIC SIGNAL | | | 0204 0010.04 1.000 EACH| 4599.72000 4599.72| 1500.00000 1500.00| 7000.00000 7000.00 FIELD OFFICE | | | 0205 0030.00 LUMP| 6670.00000 6670.00| 10000.00000 10000.00| 5000.00000 5000.00 MOBILIZATION | | | 0206 1017.00 15.844 LS | 70000.00000 70000.00| 65000.00000 65000.00| 84000.00000 84000.00 CONSTRUCTION STAKING AND SURVEYING | | | SECTION TOTALS | $ 223,713.77| $ 220,884.25| $ 244,011.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,765,215.46| $ 14,240,306.89| $ 14,498,228.01 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 15 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 L020.00 1222.000 m2 | 1.50000 1833.00| 1.50000 1833.00| 1.47000 1796.34 EROSION CONTROL | | | 0002 L020.01 3050.000 m2 | 4.88000 14884.00| 4.88000 14884.00| 5.20000 15860.00 EROSION CONTROL, TYPE A | | | 0003 L020.08 3009.000 m2 | 4.88000 14683.92| 4.88000 14683.92| 5.30000 15947.70 EROSION CONTROL, TYPE AA | | | 0004 L020.09 1081.000 m2 | 12.00000 12972.00| 12.00000 12972.00| 9.89000 10691.09 EROSION CONTROL, TYPE AAA | | | 0005 L020.10 9594.000 m2 | 1.50000 14391.00| 1.50000 14391.00| 1.60000 15350.40 EROSION CONTROL, TYPE HV | | | 0006 L021.01 110.000 BALE| 13.00000 1430.00| 13.00000 1430.00| 20.80000 2288.00 EROSION CHECKS, TYPE A | | | 0007 L021.06 591.000 BALE| 13.00000 7683.00| 13.00000 7683.00| 18.72000 11063.52 EROSION CHECKS, TYPE HV | | | 0008 L021.15 125.000 BALE| 17.00000 2125.00| 17.00000 2125.00| 22.88000 2860.00 EROSION CHECKS, TYPE ST-HV | | | 0009 L021.21 155.000 BALE| 13.00000 2015.00| 13.00000 2015.00| 21.84000 3385.20 EROSION CHECKS, TYPE AA | | | 0010 L022.11 2561.000 m | 6.56000 16800.16| 6.56000 16800.16| 8.84000 22639.24 FABRIC SILT FENCE-LOW POROSITY | | | 0011 L022.12 302.000 m | 7.00000 2114.00| 7.00000 2114.00| 9.36000 2826.72 FABRIC SILT FENCE-HIGH POROSITY | | | 0012 L022.25 364.000 m | 9.00000 3276.00| 9.00000 3276.00| 11.44000 4164.16 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0013 P300.30 25.500 m | 55.00000 1402.50| 100.00000 2550.00| 57.20000 1458.60 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0014 P400.18 421.000 m | 75.00000 31575.00| 75.00000 31575.00| 78.00000 32838.00 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0015 0030.10 LUMP| 94500.00000 94500.00| 48200.00000 48200.00| 43680.00000 43680.00 MOBILIZATION | | | 0016 1000.00 90.000 EACH| 50.00000 4500.00| 50.00000 4500.00| 52.00000 4680.00 LARGE TREE REMOVAL | | | 0017 1009.00 LUMP| 55000.00000 55000.00| 55000.00000 55000.00| 57200.00000 57200.00 GENERAL CLEARING AND GRUBBING | | | 0018 1010.00 361082.000 m3 | 1.31000 473017.42| 1.31000 473017.42| 1.36000 491071.52 EXCAVATION | | | 0019 1010.01 10215.000 m3 | 1.31000 13381.65| 1.31000 13381.65| 1.36000 13892.40 EXCAVATION (ESTABLISHED QUANTITY) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 16 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1010.10 69024.000 m3 | 1.31000 90421.44| 1.31000 90421.44| 1.36000 93872.64 EXCAVATION, BORROW | | | 0021 1011.00 5850.000 kL | 2.00000 11700.00| 2.00000 11700.00| 2.08000 12168.00 WATER | | | 0022 1012.00 145.000 EACH| 60.00000 8700.00| 60.00000 8700.00| 62.40000 9048.00 RIGHT-OF-WAY MARKERS | | | 0023 1102.00 1133.000 m2 | 3.00000 3399.00| 1.75000 1982.75| 3.12000 3534.96 REMOVE ASPHALT SURFACE | | | 0024 1106.00 172.000 m2 | 3.00000 516.00| 2.12000 364.64| 3.12000 536.64 REMOVE DRIVEWAY | | | 0025 1125.00 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 260.00000 260.00 CLEAR TRACT AT STA. 211+85 TO STA. | | | 212+10 RT. | | | 0026 1701.24 217.600 m | 40.00000 8704.00| 40.00000 8704.00| 41.60000 9052.16 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0027 1701.30 42.000 m | 50.00000 2100.00| 50.00000 2100.00| 52.00000 2184.00 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0028 1701.36 45.000 m | 65.00000 2925.00| 65.00000 2925.00| 67.60000 3042.00 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0029 3017.50 143.000 m2 | 80.00000 11440.00| 80.00000 11440.00| 83.20000 11897.60 INTERLOCKING CONCRETE PAVER BLOCK | | | 0030 4040.00 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 104.00000 416.00 REMOVE HEADWALLS FROM CULVERTS | | | 0031 4050.01 34.000 m3 | 16.00000 544.00| 16.00000 544.00| 16.64000 565.76 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0032 4105.59 10.800 m3 | 559.00000 6037.20| 559.00000 6037.20| 581.36000 6278.69 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0033 4155.50 486.000 kg | 1.50000 729.00| 1.50000 729.00| 1.56000 758.16 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0034 4310.18 17.000 EACH| 170.00000 2890.00| 170.00000 2890.00| 176.80000 3005.60 450 mm FLARED-END SECTION | | | 0035 7017.00 237.000 m | 7.00000 1659.00| 6.83000 1618.71| 6.24000 1478.88 REMOVE GUARDRAIL | | | 0036 9110.01 90.000 HOUR| 89.81000 8082.90| 75.00000 6750.00| 72.80000 6552.00 RENTAL OF LOADER, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 17 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 9110.03 90.000 HOUR| 52.36000 4712.40| 60.00000 5400.00| 57.20000 5148.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0038 9110.06 90.000 HOUR| 100.51000 9045.90| 80.00000 7200.00| 67.60000 6084.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0039 9110.07 90.000 HOUR| 36.31000 3267.90| 100.00000 9000.00| 46.80000 4212.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 945,107.39| $ 901,587.89| $ 933,787.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0040 0030.30 LUMP| 170823.73000 170823.73| 531550.00000 531550.00| 365000.00000 365000.00 MOBILIZATION | | | 0041 1020.03 34.000 EACH| 15.00000 510.00| 15.00000 510.00| 15.60000 530.40 DELINEATOR, TYPE III | | | 0042 1020.06 423.000 EACH| 22.00000 9306.00| 22.00000 9306.00| 22.88000 9678.24 FLEXIBLE POST DELINEATOR | | | 0043 1020.20 20.000 EACH| 18.00000 360.00| 18.00000 360.00| 18.72000 374.40 INSTALL CHEVRONS | | | 0044 2001.03 946.000 Mg | 15.92000 15060.32| 13.85000 13102.10| 14.56000 13773.76 GRAVEL SURFACE COURSE | | | 0045 2009.10 10.060 StaM| 731.80000 7361.91| 450.00000 4527.00| 312.00000 3138.72 GRAVEL EMBEDMENT | | | 0046 2020.50 908.000 m2 | 20.35000 18477.80| 21.00000 19068.00| 21.16000 19213.28 SURFACING 205mm | | | 0047 2021.00 10.000 EACH| 48.15000 481.50| 45.00000 450.00| 46.80000 468.00 MAILBOX POST | | | 0048 3014.12 73.000 m | 33.04000 2411.92| 34.40000 2511.20| 80.00000 5840.00 COMBINATION CONCRETE CLASS 47B-25 CURB | | | AND GUTTER | | | 0049 3017.40 3431.000 m2 | 29.18000 100116.58| 33.72000 115693.32| 26.00000 89206.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0050 3075.51 14629.000 m2 | 28.64000 418974.56| 41.30000 604177.70| 27.00000 394983.00 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0051 3075.55 279886.000 m2 | 23.37000 6540935.82| 23.65000 6619303.90| 25.00000 6997150.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0052 3275.20 42393.000 m2 | 4.39000 186105.27| 5.75000 243759.75| 6.00000 254358.00 CRUSH CONCRETE PAVEMENT | | | 0053 3300.50 28.908 LS | 10746.31000 10746.31| 28000.00000 28000.00| 10000.00000 10000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 18 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 3300.65 150.000 EACH| 72.61000 10891.50| 50.00000 7500.00| 75.00000 11250.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0055 4764.35 545.000 m | 30.04000 16371.80| 32.40000 17658.00| 33.70000 18366.50 100 mm PERFORATED PIPE UNDERDRAIN | | | 0056 7502.14 34400.000 m | 6.49000 223256.00| 6.49000 223256.00| 6.75000 232200.00 100 mm WHITE PREFORMED PAVEMENT MARKING,| | | TYPE 4, GROOVED | | | 0057 7503.14 46900.000 m | 6.72000 315168.00| 6.72000 315168.00| 6.99000 327831.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0058 8022.00 6575.000 Mg | 93.00000 611475.00| 94.00000 618050.00| 97.76000 642772.00 HYDRATED LIME | | | 0059 8029.10 301375.000 m2 | 5.27000 1588246.25| 4.20000 1265775.00| 4.50000 1356187.50 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0060 8032.04 39228.000 m2 | 1.04000 40797.12| 1.18000 46289.04| 1.20000 47073.60 CRUSHED CONCRETE FOUNDATION COURSE 100 | | | mm | | | 0061 8060.05 318.000 EACH| 73.74000 23449.32| 75.00000 23850.00| 78.00000 24804.00 GRANULAR SUBDRAIN | | | 0062 8101.50 333893.000 m2 | 2.22000 741242.46| 1.12000 373960.16| 1.39000 464111.27 STABILIZED SUBGRADE | | | 0063 9005.30 3310.000 Mg | 32.58000 107839.80| 33.00000 109230.00| 29.38000 97247.80 ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0064 9009.00 434.000 m2 | 6.50000 2821.00| 3.00000 1302.00| 6.76000 2933.84 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0065 9009.75 6546.000 m2 | 19.65000 128628.90| 22.75000 148921.50| 25.80000 168886.80 TEMPORARY SURFACING 205mm | | | 0066 9009.86 54983.000 m2 | 11.15000 613060.45| 14.68000 807150.44| 11.60000 637802.80 SURFACING 150mm | | | 0067 9009.87 4760.000 m2 | 15.00000 71400.00| 18.00000 85680.00| 15.60000 74256.00 SURFACING 200mm | | | 0068 9021.08 178.740 Mg | 205.00000 36641.70| 240.00000 42897.60| 213.20000 38107.37 PERFORMANCE GRADED BINDER (64-28) | | | 0069 9030.00 29.000 m | 45.00000 1305.00| 40.00000 1160.00| 46.80000 1357.20 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0070 9053.00 3500.000 L | 0.25000 875.00| 0.20000 700.00| 0.26000 910.00 TACK COAT | | | 0071 9111.00 7000.000 kL | 2.45000 17150.00| 4.00000 28000.00| 4.84000 33880.00 WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 19 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 9170.00 643.397 StaM| 139.61000 89824.66| 195.00000 125462.42| 192.40000 123789.58 EARTH SHOULDER CONSTRUCTION | | | 0073 9173.20 28253.000 m2 | 1.47000 41531.91| 1.66000 46899.98| 1.04000 29383.12 SUBGRADE PREPARATION | | | 0074 9179.34 46605.000 m2 | 0.98000 45672.90| 1.50000 69907.50| 1.50000 69907.50 COLD MILLING, CLASS 4 | | | 0075 9179.54 6928.000 m2 | 1.48000 10253.44| 2.00000 13856.00| 2.00000 13856.00 COLD MILLING, CLASS 4 TYPE A | | | 0076 9185.75 600.000 StaM| 27.57000 16542.00| 30.00000 18000.00| 33.02000 19812.00 RUMBLE STRIPS | | | 0077 9188.50 468.000 m2 | 22.00000 10296.00| 30.00000 14040.00| 22.88000 10707.84 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 12,246,411.93| $ 12,597,032.61| $ 12,611,147.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0078 P200.42 18.000 m | 218.17000 3927.06| 203.90000 3670.20| 212.06000 3817.08 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0079 P200.48 32.500 m | 234.87000 7633.28| 219.50000 7133.75| 228.28000 7419.10 1200 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0080 P200.54 81.100 m | 284.73000 23091.60| 266.10000 21580.71| 276.74000 22443.61 1350 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0081 P200.60 55.500 m | 364.76000 20244.18| 340.90000 18919.95| 354.54000 19676.97 1500 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0082 P200.66 51.500 m | 444.37000 22885.06| 415.30000 21387.95| 431.91000 22243.37 1650 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0083 P300.18 30.000 m | 60.99000 1829.70| 57.00000 1710.00| 59.28000 1778.40 450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0084 P400.18 43.200 m | 75.65000 3268.08| 70.70000 3054.24| 73.53000 3176.50 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0085 P400.24 100.500 m | 92.66000 9312.33| 86.60000 8703.30| 90.06000 9051.03 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0086 P400.30 68.500 m | 133.22000 9125.57| 124.50000 8528.25| 129.48000 8869.38 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0087 P400.36 183.500 m | 159.97000 29354.50| 149.50000 27433.25| 155.48000 28530.58 900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0088 P402.24 68.800 m | 75.01000 5160.69| 70.10000 4822.88| 72.90000 5015.52 600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0089 P402.30 13.100 m | 104.00000 1362.40| 97.20000 1273.32| 101.09000 1324.28 750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 20 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 P402.36 30.600 m | 123.91000 3791.65| 115.80000 3543.48| 120.43000 3685.16 900 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0091 P406.42 21.500 m | 172.38000 3706.17| 161.10000 3463.65| 167.54000 3602.11 1050 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0092 P406.78 25.000 m | 466.31000 11657.75| 435.80000 10895.00| 453.23000 11330.75 1950 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0093 P700.18 300.000 m | 70.51000 21153.00| 65.90000 19770.00| 68.54000 20562.00 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0094 0030.40 LUMP| 83500.00000 83500.00| 10000.00000 10000.00| 10400.00000 10400.00 MOBILIZATION | | | 0095 1043.50 2780.000 m2 | 1.82000 5059.60| 1.70000 4726.00| 1.77000 4920.60 RIPRAP FILTER FABRIC | | | 0096 4004.50 4760.000 kg | 3.53000 16802.80| 3.30000 15708.00| 3.43000 16326.80 CAST IRON GRATE AND FRAME | | | 0097 4018.00 1.000 EACH| 744.72000 744.72| 696.00000 696.00| 723.84000 723.84 TAPPING EXISTING STRUCTURE | | | 0098 4035.00 11.000 EACH| 146.06000 1606.66| 99.00000 1089.00| 102.96000 1132.56 REMOVE FLARED-END SECTION | | | 0099 4040.00 23.000 EACH| 127.33000 2928.59| 89.00000 2047.00| 92.56000 2128.88 REMOVE HEADWALLS FROM CULVERTS | | | 0100 4045.00 1.000 EACH| 6380.41000 6380.41| 5963.00000 5963.00| 6201.52000 6201.52 REMOVE STRUCTURE AT STA. 208+72 | | | 0101 4045.01 1.000 EACH| 5316.83000 5316.83| 4969.00000 4969.00| 5167.76000 5167.76 REMOVE STRUCTURE AT STA. 228+78 | | | 0102 4045.02 1.000 EACH| 9570.08000 9570.08| 8944.00000 8944.00| 9301.76000 9301.76 REMOVE STRUCTURE AT STA. 235+61 | | | 0103 4050.01 5917.000 m3 | 5.35000 31655.95| 5.00000 29585.00| 5.20000 30768.40 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0104 4051.01 3001.000 m3 | 7.49000 22477.49| 7.00000 21007.00| 7.28000 21847.28 EXCAVATION FOR BOX CULVERTS | | | 0105 4100.06 10.900 m3 | 577.80000 6298.02| 540.00000 5886.00| 561.60000 6121.44 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0106 4101.06 842.530 m3 | 323.14000 272255.14| 302.00000 254444.06| 314.08000 264621.82 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0107 4105.59 17.460 m3 | 620.60000 10835.68| 580.00000 10126.80| 603.20000 10531.87 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 21 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 4130.06 0.050 m3 | 684.80000 34.24| 640.00000 32.00| 665.60000 33.28 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0109 4150.00 561.000 kg | 1.61000 903.21| 1.50000 841.50| 1.56000 875.16 REINFORCING STEEL FOR HEADWALL | | | 0110 4151.00 59729.000 kg | 1.18000 70480.22| 1.10000 65701.90| 1.14000 68091.06 REINFORCING STEEL FOR BOX CULVERT | | | 0111 4155.50 706.000 kg | 1.61000 1136.66| 1.50000 1059.00| 1.56000 1101.36 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0112 4310.18 3.000 EACH| 218.17000 654.51| 173.90000 521.70| 180.86000 542.58 450 mm FLARED-END SECTION | | | 0113 4310.24 11.000 EACH| 241.39000 2655.29| 195.60000 2151.60| 203.42000 2237.62 600 mm FLARED-END SECTION | | | 0114 4310.30 4.000 EACH| 346.25000 1385.00| 293.60000 1174.40| 305.35000 1221.40 750 mm FLARED-END SECTION | | | 0115 4310.36 10.000 EACH| 473.90000 4739.00| 412.90000 4129.00| 429.42000 4294.20 900 mm FLARED-END SECTION | | | 0116 4310.42 1.000 EACH| 950.05000 950.05| 857.90000 857.90| 892.22000 892.22 1050 mm FLARED-END SECTION | | | 0117 4310.48 1.000 EACH| 1028.70000 1028.70| 931.40000 931.40| 968.66000 968.66 1200 mm FLARED-END SECTION | | | 0118 4310.54 2.000 EACH| 1123.71000 2247.42| 990.20000 1980.40| 1029.81000 2059.62 1350 mm FLARED-END SECTION | | | 0119 4310.60 1.000 EACH| 1281.00000 1281.00| 1137.20000 1137.20| 1182.69000 1182.69 1500 mm FLARED-END SECTION | | | 0120 4310.66 1.000 EACH| 1391.11000 1391.11| 1240.10000 1240.10| 1289.70000 1289.70 1650 mm FLARED-END SECTION | | | 0121 4310.78 4.000 EACH| 1910.16000 7640.64| 1725.20000 6900.80| 1794.21000 7176.84 1950 mm FLARED-END SECTION | | | 0122 4680.18 75.000 m | 233.05000 17478.75| 217.80000 16335.00| 226.51000 16988.25 450 mm CORRUGATED METAL SLOTTED PIPE | | | 0123 6105.02 2296.000 Mg | 30.60000 70257.60| 27.50000 63140.00| 28.60000 65665.60 ROCK RIPRAP, TYPE B | | | 0124 6105.03 63.000 Mg | 35.54000 2239.02| 32.10000 2022.30| 33.38000 2102.94 ROCK RIPRAP, TYPE C | | | SECTION TOTALS | $ 839,437.41| $ 711,236.99| $ 739,443.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 22 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 L001.01 25.000 ha | 1453.77000 36344.25| 1455.00000 36375.00| 1525.68000 38142.00 SEEDING, TYPE A | | | 0126 L001.02 28.000 ha | 904.77000 25333.56| 905.00000 25340.00| 954.72000 26732.16 SEEDING, TYPE B | | | 0127 L032.75 239.000 Mg | 66.00000 15774.00| 66.00000 15774.00| 70.72000 16902.08 MULCH | | | 0128 0030.50 LUMP| 2500.00000 2500.00| 100.00000 100.00| 208.00000 208.00 MOBILIZATION | | | SECTION TOTALS | $ 79,951.81| $ 77,589.00| $ 81,984.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 4006+39 ALT AA1 1-11000 SPAN & 2-8000 SPANS CONCRETE SLAB BRIDGE | | | 0129 0030.60 LUMP| | 20000.00000 20000.00| 20800.00000 20800.00 MOBILIZATION | | | 0130 1010.01 2370.000 m3 | | 3.60000 8532.00| 3.74000 8863.80 EXCAVATION (ESTABLISHED QUANTITY) | | | 0131 3050.15 196.100 m3 | | 196.00000 38435.60| 203.84000 39973.02 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0132 3051.10 13320.000 kg | | 1.21000 16117.20| 1.26000 16783.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0133 6000.10 40.000 LS | | 2000.00000 2000.00| 2080.00000 2080.00 ABUTMENT NO.1 EXCAVATION | | | 0134 6000.11 40.000 LS | | 2000.00000 2000.00| 2080.00000 2080.00 ABUTMENT NO.2 EXCAVATION | | | 0135 6001.50 35.000 LS | | 10000.00000 10000.00| 10400.00000 10400.00 BENT NO.1 EXCAVATION | | | 0136 6001.51 35.000 LS | | 10000.00000 10000.00| 10400.00000 10400.00 BENT NO.2 EXCAVATION | | | 0137 6005.35 38.900 m | | 140.00000 5446.00| 145.60000 5663.84 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0138 6010.22 241.300 m3 | | 333.50000 80473.55| 346.84000 83692.49 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0139 6010.26 220.500 m3 | | 340.00000 74970.00| 353.60000 77968.80 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0140 6040.00 1.000 EACH| | 8000.00000 8000.00| 8320.00000 8320.00 REMOVE STRUCTURE AT STA. 4006+09 | | | 0141 6080.00 1184.000 kg | | 5.50000 6512.00| 5.72000 6772.48 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 23 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0142 6105.03 1135.000 Mg | | 28.25000 32063.75| 29.90000 33936.50 ROCK RIPRAP, TYPE C | | | 0143 6131.50 46350.000 kg | | 1.21000 56083.50| 1.26000 58401.00 EPOXY COATED REINFORCING STEEL | | | 0144 6210.50 1413.800 m | | 77.00000 108862.60| 80.08000 113217.10 PIPE PILING | | | 0145 6310.00 624.000 m2 | | 118.50000 73944.00| 123.24000 76901.76 STEEL SHEET PILING | | | 0146 6601.15 44.400 m | | 16.50000 732.60| 17.16000 761.90 38 mm CONDUIT IN BRIDGE | | | 0147 8091.00 420.000 m3 | | 23.50000 9870.00| 24.44000 10264.80 GRANULAR BACKFILL | | | SECTION TOTALS | $ | $ 564,042.80| $ 587,280.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 4006+39 ALT AA2 1-11000 SPAN & 2-8000 SPANS PRESTRESSED IT-400 GIRDER BRIDGE | | | 0148 0030.60 LUMP| 65500.00000 65500.00| | MOBILIZATION | | | 0149 1010.01 2370.000 m3 | 3.40000 8058.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0150 3050.15 196.100 m3 | 185.00000 36278.50| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0151 3051.10 13320.000 kg | 1.35000 17982.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0152 6000.10 40.000 LS | 4000.00000 4000.00| | ABUTMENT NO.1 EXCAVATION | | | 0153 6000.11 40.000 LS | 4000.00000 4000.00| | ABUTMENT NO.2 EXCAVATION | | | 0154 6001.50 35.000 LS | 10000.00000 10000.00| | BENT NO.1 EXCAVATION | | | 0155 6001.51 35.000 LS | 10000.00000 10000.00| | BENT NO.2 EXCAVATION | | | 0156 6005.35 38.900 m | 120.00000 4668.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0157 6005.60 174.000 EACH| 46.00000 8004.00| | ELASTOMERIC BEARING | | | 0158 6010.22 208.700 m3 | 310.00000 64697.00| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 24 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 6010.26 113.700 m3 | 310.00000 35247.00| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0160 6011.11 98.300 LS | 92000.00000 92000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 4006+39 | | | 0161 6040.00 1.000 EACH| 20000.00000 20000.00| | REMOVE STRUCTURE AT STA. 4006+09 | | | 0162 6080.00 4965.000 kg | 2.25000 11171.25| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0163 6105.03 1135.000 Mg | 33.00000 37455.00| | ROCK RIPRAP, TYPE C | | | 0164 6131.50 31955.000 kg | 1.35000 43139.25| | EPOXY COATED REINFORCING STEEL | | | 0165 6210.50 1367.000 m | 84.00000 114828.00| | PIPE PILING | | | 0166 6310.00 624.000 m2 | 96.00000 59904.00| | STEEL SHEET PILING | | | 0167 6601.15 44.400 m | 11.50000 510.60| | 38 mm CONDUIT IN BRIDGE | | | 0168 8091.00 420.000 m3 | 28.00000 11760.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 659,202.60| $ | $ ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0169 0030.70 LUMP| 320.00000 320.00| 360.00000 360.00| 332.80000 332.80 MOBILIZATION | | | 0170 7011.20 273.000 m | 35.00000 9555.00| 41.93000 11446.89| 36.40000 9937.20 W-BEAM GUARDRAIL | | | 0171 7011.30 111.000 m | 47.07000 5224.77| 57.18000 6346.98| 49.40000 5483.40 THRIE-BEAM GUARDRAIL | | | 0172 7020.00 9.000 EACH| 1000.00000 9000.00| 1039.00000 9351.00| 1040.00000 9360.00 BRIDGE APPROACH SECTIONS | | | 0173 7020.60 2.000 EACH| 1000.00000 2000.00| 1039.00000 2078.00| 1040.00000 2080.00 SPECIAL BRIDGE APPROACH SECTION | | | 0174 7022.50 2.000 EACH| 4500.00000 9000.00| 4254.00000 8508.00| 4680.00000 9360.00 BULLNOSE-3.8 m | | | 0175 7024.25 7.000 EACH| 1700.00000 11900.00| 1687.00000 11809.00| 1768.00000 12376.00 GUARDRAIL END TREATMENT, TYPE I | | | 0176 7024.27 2.000 EACH| 1500.00000 3000.00| 1408.00000 2816.00| 1560.00000 3120.00 GUARDRAIL END TREATMENT, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 25 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 49,999.77| $ 52,715.87| $ 52,049.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8B ELECTRICAL | | | 0177 A001.01 12.000 EACH| 490.00000 5880.00| 350.00000 4200.00| 364.00000 4368.00 PULL BOX, TYPE PB-1 | | | 0178 A001.02 4.000 EACH| 415.00000 1660.00| 300.00000 1200.00| 312.00000 1248.00 PULL BOX, TYPE PB-1A | | | 0179 A001.12 4.000 EACH| 340.00000 1360.00| 250.00000 1000.00| 260.00000 1040.00 PULL BOX, TYPE PB-5 | | | 0180 A006.98 16.000 EACH| 115.00000 1840.00| 225.00000 3600.00| 234.00000 3744.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0181 A007.00 12.000 EACH| 150.00000 1800.00| 200.00000 2400.00| 208.00000 2496.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0182 A009.57 10.000 EACH| 1685.00000 16850.00| 1800.00000 18000.00| 1872.00000 18720.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-13.7-3.7-0.25 | | | 0183 A009.59 4.000 EACH| 1685.00000 6740.00| 1700.00000 6800.00| 1768.00000 7072.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-13.7-3.7-0.20 | | | 0184 A020.17 1.000 EACH| 2245.00000 2245.00| 1200.00000 1200.00| 1248.00000 1248.00 LIGHTING CONTROL CENTER, TYPE P | | | 0185 A020.30 1.000 EACH| 1655.00000 1655.00| 1500.00000 1500.00| 1560.00000 1560.00 LIGHTING CONTROL CENTER, TYPE R | | | 0186 A070.10 510.000 m | 6.00000 3060.00| 6.00000 3060.00| 6.24000 3182.40 38 mm CONDUIT IN TRENCH | | | 0187 A070.18 40.000 m | 12.50000 500.00| 6.50000 260.00| 6.76000 270.40 75 mm CONDUIT IN TRENCH | | | 0188 A072.10 164.000 m | 10.00000 1640.00| 6.00000 984.00| 6.24000 1023.36 38 mm CONDUIT UNDER ROADWAY | | | 0189 A072.18 115.800 m | 17.00000 1968.60| 6.50000 752.70| 6.76000 782.81 75 mm CONDUIT UNDER ROADWAY | | | 0190 A080.22 674.000 m | 2.10000 1415.40| 1.50000 1011.00| 1.56000 1051.44 STREET LIGHTING CABLE, NO. 6 BARE | | | 0191 A080.24 1348.000 m | 2.45000 3302.60| 3.00000 4044.00| 3.12000 4205.76 STREET LIGHTING CABLE, NO. 6 USE | | | 0192 0030.80 LUMP| 1300.00000 1300.00| 1500.00000 1500.00| 1560.00000 1560.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 26 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1801B COUNTIES : SAUNDERS LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 1 PROJECT(S) : S-77-2(1038) ==================================================================================================================================== |(4) 1416 |(5) 3652 |(6) 3572 |LUXA CONSTRUCTION COMPANY, I|CEDAR VALLEY CORP. AND SUBSI|UPPER PLAINS CONTRACTING, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 53,216.60| $ 51,511.70| $ 53,572.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0193 0001.08 36320.000 BDAY| 0.50000 18160.00| 0.50000 18160.00| 0.50000 18160.00 BARRICADE, TYPE II | | | 0194 0001.10 28324.000 BDAY| 0.75000 21243.00| 0.75000 21243.00| 0.78000 22092.72 BARRICADE, TYPE III | | | 0195 0001.75 680.000 EACH| 3.00000 2040.00| 3.00000 2040.00| 3.12000 2121.60 TEMPORARY SIGN DAY | | | 0196 0001.90 68385.000 EACH| 0.25000 17096.25| 0.50000 34192.50| 0.26000 17780.10 SIGN DAY | | | 0197 0002.30 1500.000 m | 1.30000 1950.00| 1.30000 1950.00| 1.35000 2025.00 PAVEMENT MARKING REMOVAL | | | 0198 0002.44 30000.000 m | 0.68000 20400.00| 0.68000 20400.00| 0.71000 21300.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0199 0002.47 15000.000 m | 0.98000 14700.00| 0.98000 14700.00| 1.02000 15300.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0200 0002.61 750.000 EACH| 19.30000 14475.00| 19.30000 14475.00| 20.07000 15052.50 PLOWABLE PAVEMENT MARKER | | | 0201 0002.97 795.000 DAY | 12.00000 9540.00| 12.00000 9540.00| 12.48000 9921.60 FLASHING ARROW PANEL | | | 0202 0003.10 80.000 DAY | 278.95000 22316.00| 300.00000 24000.00| 161.29000 12903.20 FLAGGING | | | 0203 0003.75 1.000 EACH| 10007.00000 10007.00| 15000.00000 15000.00| 19760.00000 19760.00 TEMPORARY TRAFFIC SIGNAL | | | 0204 0010.04 1.000 EACH| 6052.09000 6052.09| 5000.00000 5000.00| 10154.63000 10154.63 FIELD OFFICE | | | 0205 0030.00 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 78.00000 78.00 MOBILIZATION | | | 0206 1017.00 15.844 LS | 130250.00000 130250.00| 110000.00000 110000.00| 109200.00000 109200.00 CONSTRUCTION STAKING AND SURVEYING | | | SECTION TOTALS | $ 289,229.34| $ 291,700.50| $ 275,849.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,162,556.85| $ 15,247,417.36| $ 15,335,114.90 ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.