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06/30/2003
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June 26, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : 2 VENDOR RANKING CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : S-75-2(1025) ON US-75 NORTH & SOUTH OF JULIAN. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 12,645,541.65 100.0000% 2 0083 WERNER CONSTRUCTION, INC. $ 13,072,126.05 103.3734% 3 0751 IRVING F. JENSEN CO., INC. $ 13,669,564.87 108.0979% 4 3572 UPPER PLAINS CONTRACTING, INC. $ 13,697,079.03 108.3155% 5 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 13,739,082.86 108.6476% 6 3556 KOSS CONSTRUCTION COMPANY AND SUBSIDIARY $ 13,909,639.60 109.9964% NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -3 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 0030.10 LUMP| 204755.00000 204755.00| 99465.00000 99465.00| 68500.00000 68500.00 MOBILIZATION | | | 0002 1000.00 48.000 EACH| 252.50000 12120.00| 200.00000 9600.00| 200.00000 9600.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 95950.00000 95950.00| 65000.00000 65000.00| 65000.00000 65000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 876014.000 m3 | 1.40000 1226419.60| 1.37000 1200139.18| 1.40000 1226419.60 EXCAVATION | | | 0005 1010.01 25717.000 m3 | 2.53000 65064.01| 1.30000 33432.10| 1.30000 33432.10 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 446574.000 m3 | 2.31000 1031585.94| 2.06000 919942.44| 2.10000 937805.40 EXCAVATION, BORROW | | | 0007 1011.00 13226.000 kL | 2.00000 26452.00| 2.00000 26452.00| 2.00000 26452.00 WATER | | | 0008 1012.00 295.000 EACH| 60.60000 17877.00| 118.00000 34810.00| 118.00000 34810.00 RIGHT-OF-WAY MARKERS | | | 0009 1090.00 6.000 EACH| 858.50000 5151.00| 600.00000 3600.00| 600.00000 3600.00 ABANDON WELLS | | | 0010 1101.25 393.000 m | 8.20000 3222.60| 8.20000 3222.60| 8.20000 3222.60 SAWING PAVEMENT | | | 0011 1102.00 7835.000 m2 | 2.85000 22329.75| 3.26000 25542.10| 4.00000 31340.00 REMOVE ASPHALT SURFACE | | | 0012 1109.00 91.000 m | 3.03000 275.73| 8.00000 728.00| 8.00000 728.00 REMOVE CURB | | | 0013 1122.01 113.000 m2 | 3.03000 342.39| 10.00000 1130.00| 10.00000 1130.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0014 1125.00 1.000 EACH| 505.00000 505.00| 500.00000 500.00| 500.00000 500.00 CLEAR TRACT AT STA. 519+11.81 TO STA. | | | 519+98.71 RT. | | | 0015 1125.01 1.000 EACH| 505.00000 505.00| 500.00000 500.00| 500.00000 500.00 CLEAR TRACT AT STA. 598+60 TO STA. | | | 599+00 RT. | | | 0016 1701.24 503.800 m | 50.50000 25441.90| 45.00000 22671.00| 45.00000 22671.00 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0017 1701.30 126.000 m | 75.75000 9544.50| 66.00000 8316.00| 66.00000 8316.00 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -4 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 3275.20 101663.000 m2 | 4.05000 411735.15| 4.93000 501198.59| 5.00000 508315.00 CRUSH CONCRETE PAVEMENT | | | 0019 4018.00 2.000 EACH| 564.79000 1129.58| 600.00000 1200.00| 600.00000 1200.00 TAPPING EXISTING STRUCTURE | | | 0020 4050.01 150.000 m3 | 6.06000 909.00| 10.00000 1500.00| 10.00000 1500.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0021 4130.06 0.180 m3 | 762.68000 137.28| 1156.00000 208.08| 1156.00000 208.08 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0022 4310.60 1.000 EACH| 1212.00000 1212.00| 881.00000 881.00| 881.00000 881.00 1500 mm FLARED-END SECTION | | | 0023 7017.00 188.000 m | 4.04000 759.52| 10.00000 1880.00| 10.00000 1880.00 REMOVE GUARDRAIL | | | 0024 L006.00 89.000 ha | 202.00000 17978.00| 200.00000 17800.00| 200.00000 17800.00 COVER CROP SEEDING | | | 0025 L006.50 2.200 ha | 1363.50000 2999.70| 1350.00000 2970.00| 1350.00000 2970.00 TEMPORARY SEEDING | | | 0026 L020.00 9954.000 m2 | 1.43000 14234.22| 1.42000 14134.68| 1.50000 14931.00 EROSION CONTROL | | | 0027 L020.01 51532.000 m2 | 4.75000 244777.00| 4.70000 242200.40| 4.70000 242200.40 EROSION CONTROL, TYPE A | | | 0028 L020.08 7814.000 m2 | 4.90000 38288.60| 4.85000 37897.90| 4.85000 37897.90 EROSION CONTROL, TYPE AA | | | 0029 L020.09 760.000 m2 | 10.61000 8063.60| 10.50000 7980.00| 10.50000 7980.00 EROSION CONTROL, TYPE AAA | | | 0030 L020.10 34270.000 m2 | 1.46000 50034.20| 1.45000 49691.50| 1.45000 49691.50 EROSION CONTROL, TYPE HV | | | 0031 L021.00 2613.000 BALE| 11.62000 30363.06| 11.50000 30049.50| 11.50000 30049.50 EROSION CHECKS | | | 0032 L021.01 2680.000 BALE| 14.65000 39262.00| 14.50000 38860.00| 14.50000 38860.00 EROSION CHECKS, TYPE A | | | 0033 L021.06 1309.000 BALE| 13.13000 17187.17| 13.00000 17017.00| 13.00000 17017.00 EROSION CHECKS, TYPE HV | | | 0034 L021.10 728.000 BALE| 14.65000 10665.20| 14.50000 10556.00| 14.50000 10556.00 EROSION CHECKS, TYPE ST | | | 0035 L021.11 219.000 BALE| 18.18000 3981.42| 18.00000 3942.00| 18.00000 3942.00 EROSION CHECKS, TYPE ST-A | | | 0036 L021.15 126.000 BALE| 16.16000 2036.16| 16.00000 2016.00| 16.00000 2016.00 EROSION CHECKS, TYPE ST-HV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -5 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 L021.21 492.000 BALE| 15.15000 7453.80| 15.00000 7380.00| 15.00000 7380.00 EROSION CHECKS, TYPE AA | | | 0038 L022.11 2154.000 m | 6.31000 13591.74| 6.25000 13462.50| 6.25000 13462.50 FABRIC SILT FENCE-LOW POROSITY | | | 0039 L022.12 2575.000 m | 6.72000 17304.00| 6.65000 17123.75| 6.65000 17123.75 FABRIC SILT FENCE-HIGH POROSITY | | | 0040 L032.80 8.600 Mg | 1414.00000 12160.40| 1400.00000 12040.00| 1400.00000 12040.00 HYDROMULCH | | | 0041 P302.60 17.500 m | 212.10000 3711.75| 254.00000 4445.00| 254.00000 4445.00 1500 mm CULVERT PIPE, TYPE 2,3 OR 5 | | | 0042 P302.66 24.500 m | 237.35000 5815.08| 329.00000 8060.50| 329.00000 8060.50 1650 mm CULVERT PIPE, TYPE 2,3 OR 5 | | | 0043 P502.18 27.600 m | 40.40000 1115.04| 59.00000 1628.40| 59.00000 1628.40 450 mm CULVERT PIPE, TYPE 2,3,5,7 OR 8 | | | 0044 P502.24 10.600 m | 50.50000 535.30| 73.00000 773.80| 73.00000 773.80 600 mm CULVERT PIPE, TYPE 2,3,5,7 OR 8 | | | SECTION TOTALS | $ 3,704,981.39| $ 3,501,947.02| $ 3,528,836.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0045 0030.30 LUMP| 330000.00000 330000.00| 122500.00000 122500.00| 296000.00000 296000.00 MOBILIZATION | | | 0046 1020.02 172.000 EACH| 10.61000 1824.92| 10.50000 1806.00| 10.50000 1806.00 DELINEATOR, TYPE II | | | 0047 1020.03 76.000 EACH| 12.12000 921.12| 12.00000 912.00| 12.00000 912.00 DELINEATOR, TYPE III | | | 0048 1020.20 16.000 EACH| 16.87000 269.92| 16.70000 267.20| 16.70000 267.20 INSTALL CHEVRONS | | | 0049 2009.51 19.451 StaM| 162.41000 3159.04| 650.00000 12643.15| 650.00000 12643.15 CRUSHED ROCK EMBEDMENT | | | 0050 2010.03 7258.000 Mg | 13.34000 96821.72| 13.80000 100160.40| 17.15000 124474.70 CRUSHED ROCK SURFACE COURSE | | | 0051 2021.00 28.000 EACH| 40.40000 1131.20| 50.00000 1400.00| 40.00000 1120.00 MAILBOX POST | | | 0052 3008.05 283.000 EACH| 6.84000 1935.72| 6.00000 1698.00| 9.00000 2547.00 TIE BARS | | | 0053 3012.04 42.000 m | 40.95000 1719.90| 40.00000 1680.00| 60.00000 2520.00 CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0054 3017.40 110.000 m2 | 22.35000 2458.50| 32.00000 3520.00| 40.00000 4400.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -6 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 3075.52 1316.000 m2 | 35.53000 46757.48| 27.64000 36374.24| 25.50000 33558.00 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0056 3075.56 149216.000 m2 | 24.39000 3639378.24| 26.93000 4018386.88| 28.50000 4252656.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0057 3300.50 14.551 LS | 4546.93000 4546.93| 4500.00000 4500.00| 5000.00000 5000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0058 4024.55 10.260 m | 42.97000 440.87| 100.00000 1026.00| 250.00000 2565.00 FLUME SPILLWAY | | | 0059 4024.70 1.000 EACH| 2675.45000 2675.45| 2500.00000 2500.00| 1500.00000 1500.00 CONCRETE FLUME, TYPE I | | | 0060 7550.03 22000.000 m | 1.01000 22220.00| 1.00000 22000.00| 1.00000 22000.00 100 mm YELLOW EPOXY PAVEMENT MARKING | | | 0061 7550.04 38000.000 m | 1.01000 38380.00| 1.00000 38000.00| 1.00000 38000.00 100 mm WHITE EPOXY PAVEMENT MARKING | | | 0062 8022.00 3787.000 Mg | 81.11000 307163.57| 95.00000 359765.00| 93.70000 354841.90 HYDRATED LIME | | | 0063 8029.10 189327.000 m2 | 4.27000 808426.29| 5.34000 1011006.18| 5.00000 946635.00 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0064 8060.05 655.000 EACH| 52.64000 34479.20| 80.00000 52400.00| 33.00000 21615.00 GRANULAR SUBDRAIN | | | 0065 8101.50 189327.000 m2 | 1.10000 208259.70| 1.20000 227192.40| 1.43000 270737.61 STABILIZED SUBGRADE | | | 0066 9000.75 500.000 Mg | 21.47000 10735.00| 26.38000 13190.00| 24.00000 12000.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0067 9005.00 100.000 Mg | 51.38000 5138.00| 36.38000 3638.00| 50.00000 5000.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0068 9005.45 14350.000 Mg | 21.47000 308094.50| 27.88000 400078.00| 34.00000 487900.00 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0069 9009.00 1820.000 m2 | 5.08000 9245.60| 4.50000 8190.00| 1.25000 2275.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0070 9009.86 41155.000 m2 | 12.79000 526372.45| 10.44000 429658.20| 11.75000 483571.25 SURFACING 150mm | | | 0071 9020.94 27.000 Mg | 230.00000 6210.00| 240.00000 6480.00| 239.00000 6453.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -7 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 9021.08 780.300 Mg | 230.00000 179469.00| 240.00000 187272.00| 239.00000 186491.70 PERFORMANCE GRADED BINDER (64-28) | | | 0073 9034.00 1439.000 m2 | 1.54000 2216.06| 2.50000 3597.50| 1.50000 2158.50 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0074 9053.00 27390.000 L | 0.24000 6573.60| 0.26000 7121.40| 0.25000 6847.50 TACK COAT | | | 0075 9111.00 4051.000 kL | 2.33000 9438.83| 2.50000 10127.50| 4.00000 16204.00 WATER | | | 0076 9170.00 390.479 StaM| 131.30000 51269.89| 150.00000 58571.85| 225.00000 87857.78 EARTH SHOULDER CONSTRUCTION | | | 0077 9173.20 22314.000 m2 | 1.52000 33917.28| 1.50000 33471.00| 1.90000 42396.60 SUBGRADE PREPARATION | | | 0078 9179.31 14944.000 m2 | 0.78000 11656.32| 0.67000 10012.48| 0.65000 9713.60 COLD MILLING, CLASS 1 | | | 0079 9179.34 101663.000 m2 | 1.56000 158594.28| 1.70000 172827.10| 1.55000 157577.65 COLD MILLING, CLASS 4 | | | SECTION TOTALS | $ 6,871,900.58| $ 7,363,972.48| $ 7,902,245.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0080 0030.40 LUMP| 48000.00000 48000.00| 53500.00000 53500.00| 53500.00000 53500.00 MOBILIZATION | | | 0081 1043.50 10153.000 m2 | 1.50000 15229.50| 1.80000 18275.40| 1.80000 18275.40 RIPRAP FILTER FABRIC | | | 0082 4020.25 425.000 m2 | 48.96000 20808.00| 52.80000 22440.00| 52.80000 22440.00 CONCRETE DITCH LINING | | | 0083 4044.00 1.000 EACH| 1111.74000 1111.74| 3500.00000 3500.00| 3500.00000 3500.00 PREPARATION OF STRUCTURE AT STA. 530+11 | | | 3 | | | 0084 4044.01 1.000 EACH| 1931.17000 1931.17| 3500.00000 3500.00| 3500.00000 3500.00 PREPARATION OF STRUCTURE AT STA. 585+75 | | | 0085 4044.02 1.000 EACH| 803.86000 803.86| 3500.00000 3500.00| 3500.00000 3500.00 PREPARATION OF STRUCTURE AT STA. 596+99 | | | 5 | | | 0086 4045.00 1.000 EACH| 3994.15000 3994.15| 6500.00000 6500.00| 6500.00000 6500.00 REMOVE STRUCTURE AT STA. 517+73.7 | | | 0087 4045.01 1.000 EACH| 3720.99000 3720.99| 8550.00000 8550.00| 8550.00000 8550.00 REMOVE STRUCTURE AT STA. 596+99.5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -8 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 4045.02 1.000 EACH| 2333.03000 2333.03| 8250.00000 8250.00| 8250.00000 8250.00 REMOVE STRUCTURE AT STA. 600+13 | | | 0089 4045.03 1.000 EACH| 2716.70000 2716.70| 7200.00000 7200.00| 7200.00000 7200.00 REMOVE STRUCTURE AT STA. 600+96 | | | 0090 4045.04 1.000 EACH| 2620.34000 2620.34| 7000.00000 7000.00| 7000.00000 7000.00 REMOVE STRUCTURE AT STA. 636+61 | | | 0091 4045.05 1.000 EACH| 2333.03000 2333.03| 3500.00000 3500.00| 3500.00000 3500.00 REMOVE STRUCTURE AT STA. 641+51 | | | 0092 4045.06 1.000 EACH| 5260.08000 5260.08| 8500.00000 8500.00| 8500.00000 8500.00 REMOVE STRUCTURE AT STA. 643+10 | | | 0093 4045.07 1.000 EACH| 7230.64000 7230.64| 8500.00000 8500.00| 8500.00000 8500.00 REMOVE STRUCTURE AT STA. 660+38.4 | | | 0094 4045.08 1.000 EACH| 7408.35000 7408.35| 8500.00000 8500.00| 8500.00000 8500.00 REMOVE STRUCTURE AT STA. 662+65 | | | 0095 4050.01 6761.000 m3 | 9.95000 67271.95| 14.00000 94654.00| 14.00000 94654.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0096 4051.01 3900.000 m3 | 14.06000 54834.00| 10.00000 39000.00| 10.00000 39000.00 EXCAVATION FOR BOX CULVERTS | | | 0097 4100.06 10.400 m3 | 729.73000 7589.19| 615.50000 6401.20| 615.50000 6401.20 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0098 4101.06 1586.090 m3 | 311.25000 493670.51| 350.00000 555131.50| 350.00000 555131.50 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0099 4107.07 1.500 m3 | 544.26000 816.39| 475.00000 712.50| 475.00000 712.50 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0100 4130.06 0.070 m3 | 871.15000 60.98| 1750.00000 122.50| 1750.00000 122.50 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0101 4150.00 592.000 kg | 1.65000 976.80| 1.75000 1036.00| 1.75000 1036.00 REINFORCING STEEL FOR HEADWALL | | | 0102 4151.00 95550.000 kg | 1.53000 146191.50| 1.15000 109882.50| 1.15000 109882.50 REINFORCING STEEL FOR BOX CULVERT | | | 0103 4310.24 25.000 EACH| 328.63000 8215.75| 410.00000 10250.00| 410.00000 10250.00 600 mm FLARED-END SECTION | | | 0104 4310.30 14.000 EACH| 381.69000 5343.66| 470.00000 6580.00| 470.00000 6580.00 750 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -9 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 4310.36 13.000 EACH| 605.51000 7871.63| 640.00000 8320.00| 640.00000 8320.00 900 mm FLARED-END SECTION | | | 0106 4310.42 12.000 EACH| 753.26000 9039.12| 810.00000 9720.00| 810.00000 9720.00 1050 mm FLARED-END SECTION | | | 0107 4310.48 4.000 EACH| 847.85000 3391.40| 975.00000 3900.00| 975.00000 3900.00 1200 mm FLARED-END SECTION | | | 0108 4310.54 4.000 EACH| 1036.38000 4145.52| 1025.00000 4100.00| 1025.00000 4100.00 1350 mm FLARED-END SECTION | | | 0109 4310.60 4.000 EACH| 1271.27000 5085.08| 1400.00000 5600.00| 1400.00000 5600.00 1500 mm FLARED-END SECTION | | | 0110 4310.66 4.000 EACH| 1913.08000 7652.32| 1850.00000 7400.00| 1850.00000 7400.00 1650 mm FLARED-END SECTION | | | 0111 4320.36 2.000 EACH| 786.04000 1572.08| 775.00000 1550.00| 775.00000 1550.00 900 mm ROUND EQUIVALENT FLARED-END | | | SECTION | | | 0112 6105.01 4245.000 Mg | 30.52000 129557.40| 30.40000 129048.00| 30.40000 129048.00 ROCK RIPRAP, TYPE A | | | 0113 6105.02 2788.000 Mg | 30.52000 85089.76| 29.70000 82803.60| 29.70000 82803.60 ROCK RIPRAP, TYPE B | | | 0114 P120.24 21.000 m | 116.63000 2449.23| 110.00000 2310.00| 110.00000 2310.00 600 mm CULVERT PIPE, TYPE 2 | | | 0115 P120.42 210.000 m | 267.25000 56122.50| 305.00000 64050.00| 305.00000 64050.00 1050 mm CULVERT PIPE TYPE 2 | | | 0116 P120.48 124.100 m | 318.40000 39513.44| 350.00000 43435.00| 350.00000 43435.00 1200 mm CULVERT PIPE, TYPE 2 | | | 0117 P120.54 75.000 m | 367.34000 27550.50| 360.00000 27000.00| 360.00000 27000.00 1350 mm CULVERT PIPE, TYPE 2 | | | 0118 P120.60 156.500 m | 449.17000 70295.11| 480.00000 75120.00| 480.00000 75120.00 1500 mm CULVERT PIPE, TYPE 2 | | | 0119 P120.66 209.500 m | 534.24000 111923.28| 645.00000 135127.50| 645.00000 135127.50 1650 mm CULVERT PIPE, TYPE 2 | | | 0120 P127.36 23.500 m | 255.38000 6001.43| 295.00000 6932.50| 295.00000 6932.50 900 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0121 P311.24 314.500 m | 116.63000 36680.14| 125.00000 39312.50| 125.00000 39312.50 600 mm CULVERT PIPE, TYPE 2, 7 OR 8 | | | 0122 P311.30 280.900 m | 173.40000 48708.06| 175.00000 49157.50| 175.00000 49157.50 750 mm CULVERT PIPE, TYPE 2,7 OR 8 | | | 0123 P311.36 223.100 m | 203.90000 45490.09| 195.00000 43504.50| 195.00000 43504.50 900 mm CULVERT PIPE, TYPE 2,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -10 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 P400.18 1.000 m | 275.91000 275.91| 200.00000 200.00| 200.00000 200.00 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 1,608,886.31| $ 1,733,576.70| $ 1,733,576.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CULVERT AT STA. 226+42 TRIPLE 3 m X 4 m REINFORCED CONCRETE BOX CULVERT | | | 0125 0030.40 LUMP| 5050.00000 5050.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | 0126 4051.01 633.000 m3 | 14.06000 8899.98| 14.00000 8862.00| 14.00000 8862.00 EXCAVATION FOR BOX CULVERTS | | | 0127 4101.06 247.450 m3 | 309.36000 76551.13| 390.00000 96505.50| 390.00000 96505.50 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0128 4151.00 15454.000 kg | 1.53000 23644.62| 1.10000 16999.40| 1.10000 16999.40 REINFORCING STEEL FOR BOX CULVERT | | | 0129 6040.00 1.000 EACH| 17068.20000 17068.20| 9550.00000 9550.00| 9550.00000 9550.00 REMOVE STRUCTURE AT STA. 226+42.9 | | | SECTION TOTALS | $ 131,213.93| $ 141,916.90| $ 141,916.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0130 0030.50 LUMP| 505.00000 505.00| 5000.00000 5000.00| 1000.00000 1000.00 MOBILIZATION | | | 0131 L001.01 78.000 ha | 1520.05000 118563.90| 1384.00000 107952.00| 1505.00000 117390.00 SEEDING, TYPE A | | | 0132 L001.02 11.000 ha | 1060.50000 11665.50| 984.00000 10824.00| 1050.00000 11550.00 SEEDING, TYPE B | | | 0133 L020.07 3372.000 m2 | 2.93000 9879.96| 4.60000 15511.20| 2.90000 9778.80 EROSION CONTROL, TYPE B-1 | | | 0134 L032.75 445.000 Mg | 78.78000 35057.10| 50.00000 22250.00| 78.00000 34710.00 MULCH | | | SECTION TOTALS | $ 175,671.46| $ 161,537.20| $ 174,428.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0135 0030.81 LUMP| 2525.00000 2525.00| 2500.00000 2500.00| 2500.00000 2500.00 MOBILIZATION | | | 0136 A001.12 2.000 EACH| 338.35000 676.70| 335.00000 670.00| 335.00000 670.00 PULL BOX, TYPE PB-5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -11 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 A009.16 13.000 EACH| 1459.45000 18972.85| 1445.00000 18785.00| 1445.00000 18785.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0138 A020.10 2.000 EACH| 1080.70000 2161.40| 1070.00000 2140.00| 1070.00000 2140.00 LIGHTING CONTROL CENTER, TYPE D | | | 0139 A070.10 487.000 m | 7.37000 3589.19| 7.30000 3555.10| 7.30000 3555.10 38 mm CONDUIT IN TRENCH | | | 0140 A072.10 126.000 m | 11.62000 1464.12| 11.50000 1449.00| 11.50000 1449.00 38 mm CONDUIT UNDER ROADWAY | | | 0141 A074.12 19.000 m | 51.51000 978.69| 51.00000 969.00| 51.00000 969.00 38 mm CONDUIT, JACKED | | | 0142 A080.22 632.000 m | 2.78000 1756.96| 2.75000 1738.00| 2.75000 1738.00 STREET LIGHTING CABLE, NO. 6 BARE | | | 0143 A080.24 1264.000 m | 2.98000 3766.72| 2.95000 3728.80| 2.95000 3728.80 STREET LIGHTING CABLE, NO. 6 USE | | | 0144 A600.00 3.000 EACH| 267.65000 802.95| 265.00000 795.00| 265.00000 795.00 REMOVE LIGHTING UNIT | | | SECTION TOTALS | $ 36,694.58| $ 36,329.90| $ 36,329.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0145 0001.08 1450.000 BDAY| 0.50000 725.00| 0.50000 725.00| 0.50000 725.00 BARRICADE, TYPE II | | | 0146 0001.10 33420.000 BDAY| 0.51000 17044.20| 0.50000 16710.00| 0.50000 16710.00 BARRICADE, TYPE III | | | 0147 0001.75 100.000 EACH| 4.04000 404.00| 5.00000 500.00| 4.00000 400.00 TEMPORARY SIGN DAY | | | 0148 0001.90 52963.000 EACH| 0.35000 18537.05| 0.50000 26481.50| 0.35000 18537.05 SIGN DAY | | | 0149 0001.99 14417.000 EACH| 0.56000 8073.52| 0.55000 7929.35| 0.55000 7929.35 CONTRACTOR FURNISHED SIGN DAY | | | 0150 0002.44 4500.000 m | 1.01000 4545.00| 1.00000 4500.00| 1.00000 4500.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0151 0003.10 140.000 DAY | 166.58000 23321.20| 185.00000 25900.00| 250.00000 35000.00 FLAGGING | | | 0152 0010.04 1.000 EACH| 2713.83000 2713.83| 2500.00000 2500.00| 5000.00000 5000.00 FIELD OFFICE | | | 0153 0030.00 LUMP| 10100.00000 10100.00| 10000.00000 10000.00| 10630.00000 10630.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -12 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 0751 |DOBSON BROTHERS CONSTRUCTIO |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 9110.01 150.000 HOUR| 58.56000 8784.00| 75.00000 11250.00| 110.00000 16500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0155 9110.02 10.000 HOUR| 55.17000 551.70| 85.00000 850.00| 110.00000 1100.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0156 9110.03 150.000 HOUR| 50.64000 7596.00| 55.00000 8250.00| 62.00000 9300.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0157 9110.06 140.000 HOUR| 58.56000 8198.40| 75.00000 10500.00| 110.00000 15400.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0158 9110.07 150.000 HOUR| 37.33000 5599.50| 45.00000 6750.00| 70.00000 10500.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 116,193.40| $ 132,845.85| $ 152,231.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,645,541.65| $ 13,072,126.05| $ 13,669,564.87 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -13 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S 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| 100000.00000 100000.00| 90000.00000 90000.00| 200000.00000 200000.00 MOBILIZATION | | | 0002 1000.00 48.000 EACH| 210.00000 10080.00| 200.00000 9600.00| 200.00000 9600.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 65000.00000 65000.00| 65000.00000 65000.00| 65000.00000 65000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 876014.000 m3 | 1.45000 1270220.30| 1.37000 1200139.18| 1.37000 1200139.18 EXCAVATION | | | 0005 1010.01 25717.000 m3 | 1.30000 33432.10| 1.30000 33432.10| 1.30000 33432.10 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 446574.000 m3 | 2.11000 942271.14| 2.06000 919942.44| 2.06000 919942.44 EXCAVATION, BORROW | | | 0007 1011.00 13226.000 kL | 2.00000 26452.00| 2.00000 26452.00| 2.00000 26452.00 WATER | | | 0008 1012.00 295.000 EACH| 122.72000 36202.40| 75.00000 22125.00| 60.00000 17700.00 RIGHT-OF-WAY MARKERS | | | 0009 1090.00 6.000 EACH| 650.00000 3900.00| 600.00000 3600.00| 600.00000 3600.00 ABANDON WELLS | | | 0010 1101.25 393.000 m | 8.20000 3222.60| 8.20000 3222.60| 8.20000 3222.60 SAWING PAVEMENT | | | 0011 1102.00 7835.000 m2 | 4.05000 31731.75| 4.00000 31340.00| 4.00000 31340.00 REMOVE ASPHALT SURFACE | | | 0012 1109.00 91.000 m | 8.17000 743.47| 8.00000 728.00| 8.00000 728.00 REMOVE CURB | | | 0013 1122.01 113.000 m2 | 10.10000 1141.30| 10.00000 1130.00| 10.00000 1130.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0014 1125.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 CLEAR TRACT AT STA. 519+11.81 TO STA. | | | 519+98.71 RT. | | | 0015 1125.01 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 CLEAR TRACT AT STA. 598+60 TO STA. | | | 599+00 RT. | | | 0016 1701.24 503.800 m | 46.00000 23174.80| 45.00000 22671.00| 45.00000 22671.00 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0017 1701.30 126.000 m | 67.55000 8511.30| 66.00000 8316.00| 66.00000 8316.00 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -14 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 3275.20 101663.000 m2 | 5.00000 508315.00| 4.93000 501198.59| 5.00000 508315.00 CRUSH CONCRETE PAVEMENT | | | 0019 4018.00 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 600.00000 1200.00 TAPPING EXISTING STRUCTURE | | | 0020 4050.01 150.000 m3 | 10.40000 1560.00| 15.00000 2250.00| 10.00000 1500.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0021 4130.06 0.180 m3 | 1202.22000 216.40| 1000.00000 180.00| 1156.00000 208.08 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0022 4310.60 1.000 EACH| 916.24000 916.24| 1500.00000 1500.00| 881.00000 881.00 1500 mm FLARED-END SECTION | | | 0023 7017.00 188.000 m | 10.00000 1880.00| 10.00000 1880.00| 10.00000 1880.00 REMOVE GUARDRAIL | | | 0024 L006.00 89.000 ha | 124.75000 11102.75| 200.00000 17800.00| 122.00000 10858.00 COVER CROP SEEDING | | | 0025 L006.50 2.200 ha | 6000.00000 13200.00| 1350.00000 2970.00| 6000.00000 13200.00 TEMPORARY SEEDING | | | 0026 L020.00 9954.000 m2 | 1.61000 16025.94| 1.42000 14134.68| 1.50000 14931.00 EROSION CONTROL | | | 0027 L020.01 51532.000 m2 | 5.10000 262813.20| 4.70000 242200.40| 4.90000 252506.80 EROSION CONTROL, TYPE A | | | 0028 L020.08 7814.000 m2 | 5.00000 39070.00| 4.85000 37897.90| 4.90000 38288.60 EROSION CONTROL, TYPE AA | | | 0029 L020.09 760.000 m2 | 17.95000 13642.00| 10.50000 7980.00| 17.50000 13300.00 EROSION CONTROL, TYPE AAA | | | 0030 L020.10 34270.000 m2 | 1.43000 49006.10| 1.45000 49691.50| 1.40000 47978.00 EROSION CONTROL, TYPE HV | | | 0031 L021.00 2613.000 BALE| 14.70000 38411.10| 11.50000 30049.50| 14.00000 36582.00 EROSION CHECKS | | | 0032 L021.01 2680.000 BALE| 15.00000 40200.00| 14.50000 38860.00| 14.50000 38860.00 EROSION CHECKS, TYPE A | | | 0033 L021.06 1309.000 BALE| 14.25000 18653.25| 13.00000 17017.00| 14.00000 18326.00 EROSION CHECKS, TYPE HV | | | 0034 L021.10 728.000 BALE| 16.10000 11720.80| 14.50000 10556.00| 15.00000 10920.00 EROSION CHECKS, TYPE ST | | | 0035 L021.11 219.000 BALE| 15.65000 3427.35| 18.00000 3942.00| 15.00000 3285.00 EROSION CHECKS, TYPE ST-A | | | 0036 L021.15 126.000 BALE| 14.27000 1798.02| 16.00000 2016.00| 14.00000 1764.00 EROSION CHECKS, TYPE ST-HV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -15 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 L021.21 492.000 BALE| 14.97000 7365.24| 15.00000 7380.00| 14.00000 6888.00 EROSION CHECKS, TYPE AA | | | 0038 L022.11 2154.000 m | 6.35000 13677.90| 6.25000 13462.50| 6.00000 12924.00 FABRIC SILT FENCE-LOW POROSITY | | | 0039 L022.12 2575.000 m | 6.00000 15450.00| 6.65000 17123.75| 6.10000 15707.50 FABRIC SILT FENCE-HIGH POROSITY | | | 0040 L032.80 8.600 Mg | 900.00000 7740.00| 1400.00000 12040.00| 850.00000 7310.00 HYDROMULCH | | | 0041 P302.60 17.500 m | 263.41000 4609.68| 300.00000 5250.00| 254.00000 4445.00 1500 mm CULVERT PIPE, TYPE 2,3 OR 5 | | | 0042 P302.66 24.500 m | 333.33000 8166.59| 400.00000 9800.00| 329.00000 8060.50 1650 mm CULVERT PIPE, TYPE 2,3 OR 5 | | | 0043 P502.18 27.600 m | 62.89000 1735.76| 50.00000 1380.00| 59.00000 1628.40 450 mm CULVERT PIPE, TYPE 2,3,5,7 OR 8 | | | 0044 P502.24 10.600 m | 75.54000 800.72| 80.00000 848.00| 73.00000 773.80 600 mm CULVERT PIPE, TYPE 2,3,5,7 OR 8 | | | SECTION TOTALS | $ 3,649,787.20| $ 3,489,106.14| $ 3,616,794.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0045 0030.30 LUMP| 190000.00000 190000.00| 419400.00000 419400.00| 221401.20000 221401.20 MOBILIZATION | | | 0046 1020.02 172.000 EACH| 13.50000 2322.00| 10.50000 1806.00| 10.50000 1806.00 DELINEATOR, TYPE II | | | 0047 1020.03 76.000 EACH| 9.00000 684.00| 12.00000 912.00| 12.00000 912.00 DELINEATOR, TYPE III | | | 0048 1020.20 16.000 EACH| 25.00000 400.00| 16.70000 267.20| 16.70000 267.20 INSTALL CHEVRONS | | | 0049 2009.51 19.451 StaM| 650.00000 12643.15| 650.00000 12643.15| 650.00000 12643.15 CRUSHED ROCK EMBEDMENT | | | 0050 2010.03 7258.000 Mg | 17.15000 124474.70| 17.15000 124474.70| 17.15000 124474.70 CRUSHED ROCK SURFACE COURSE | | | 0051 2021.00 28.000 EACH| 30.00000 840.00| 40.00000 1120.00| 40.00000 1120.00 MAILBOX POST | | | 0052 3008.05 283.000 EACH| 18.50000 5235.50| 6.00000 1698.00| 1.00000 283.00 TIE BARS | | | 0053 3012.04 42.000 m | 100.50000 4221.00| 59.04000 2479.68| 50.00000 2100.00 CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0054 3017.40 110.000 m2 | 40.25000 4427.50| 40.00000 4400.00| 30.00000 3300.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -16 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 3075.52 1316.000 m2 | 28.00000 36848.00| 37.75000 49679.00| 34.00000 44744.00 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0056 3075.56 149216.000 m2 | 28.35000 4230273.60| 28.11000 4194461.76| 29.00000 4327264.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0057 3300.50 14.551 LS | 7500.00000 7500.00| 12500.00000 12500.00| 14000.00000 14000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0058 4024.55 10.260 m | 41.60000 426.82| 250.00000 2565.00| 130.00000 1333.80 FLUME SPILLWAY | | | 0059 4024.70 1.000 EACH| 1872.00000 1872.00| 1750.00000 1750.00| 1500.00000 1500.00 CONCRETE FLUME, TYPE I | | | 0060 7550.03 22000.000 m | 1.00000 22000.00| 1.00000 22000.00| 1.35000 29700.00 100 mm YELLOW EPOXY PAVEMENT MARKING | | | 0061 7550.04 38000.000 m | 1.00000 38000.00| 1.00000 38000.00| 1.35000 51300.00 100 mm WHITE EPOXY PAVEMENT MARKING | | | 0062 8022.00 3787.000 Mg | 95.75000 362605.25| 93.70000 354841.90| 98.00000 371126.00 HYDRATED LIME | | | 0063 8029.10 189327.000 m2 | 4.40000 833038.80| 4.85000 918235.95| 5.25000 993966.75 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0064 8060.05 655.000 EACH| 75.00000 49125.00| 80.00000 52400.00| 45.00000 29475.00 GRANULAR SUBDRAIN | | | 0065 8101.50 189327.000 m2 | 1.50000 283990.50| 1.50000 283990.50| 1.35000 255591.45 STABILIZED SUBGRADE | | | 0066 9000.75 500.000 Mg | 25.00000 12500.00| 24.00000 12000.00| 20.00000 10000.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0067 9005.00 100.000 Mg | 50.00000 5000.00| 50.00000 5000.00| 100.00000 10000.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0068 9005.45 14350.000 Mg | 36.75000 527362.50| 34.00000 487900.00| 35.25000 505837.50 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0069 9009.00 1820.000 m2 | 1.25000 2275.00| 1.25000 2275.00| 3.50000 6370.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0070 9009.86 41155.000 m2 | 11.75000 483571.25| 12.46000 512791.30| 13.75000 565881.25 SURFACING 150mm | | | 0071 9020.94 27.000 Mg | 245.00000 6615.00| 239.00000 6453.00| 250.00000 6750.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -17 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 9021.08 780.300 Mg | 245.00000 191173.50| 239.00000 186491.70| 250.00000 195075.00 PERFORMANCE GRADED BINDER (64-28) | | | 0073 9034.00 1439.000 m2 | 1.65000 2374.35| 1.50000 2158.50| 5.00000 7195.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0074 9053.00 27390.000 L | 0.26000 7121.40| 0.25000 6847.50| 0.25000 6847.50 TACK COAT | | | 0075 9111.00 4051.000 kL | 4.00000 16204.00| 4.00000 16204.00| 7.50000 30382.50 WATER | | | 0076 9170.00 390.479 StaM| 225.00000 87857.78| 225.00000 87857.78| 200.00000 78095.80 EARTH SHOULDER CONSTRUCTION | | | 0077 9173.20 22314.000 m2 | 1.30000 29008.20| 1.90000 42396.60| 1.80000 40165.20 SUBGRADE PREPARATION | | | 0078 9179.31 14944.000 m2 | 1.00000 14944.00| 0.65000 9713.60| 0.65000 9713.60 COLD MILLING, CLASS 1 | | | 0079 9179.34 101663.000 m2 | 1.45000 147411.35| 1.40000 142328.20| 1.30000 132161.90 COLD MILLING, CLASS 4 | | | SECTION TOTALS | $ 7,744,346.15| $ 8,020,042.02| $ 8,092,783.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0080 0030.40 LUMP| 55000.00000 55000.00| 53500.00000 53500.00| 53500.00000 53500.00 MOBILIZATION | | | 0081 1043.50 10153.000 m2 | 1.87000 18986.11| 1.80000 18275.40| 1.80000 18275.40 RIPRAP FILTER FABRIC | | | 0082 4020.25 425.000 m2 | 55.35000 23523.75| 52.80000 22440.00| 52.80000 22440.00 CONCRETE DITCH LINING | | | 0083 4044.00 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00 PREPARATION OF STRUCTURE AT STA. 530+11 | | | 3 | | | 0084 4044.01 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00 PREPARATION OF STRUCTURE AT STA. 585+75 | | | 0085 4044.02 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 3500.00000 3500.00 PREPARATION OF STRUCTURE AT STA. 596+99 | | | 5 | | | 0086 4045.00 1.000 EACH| 6500.00000 6500.00| 6500.00000 6500.00| 6500.00000 6500.00 REMOVE STRUCTURE AT STA. 517+73.7 | | | 0087 4045.01 1.000 EACH| 8550.00000 8550.00| 8550.00000 8550.00| 8550.00000 8550.00 REMOVE STRUCTURE AT STA. 596+99.5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -18 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 4045.02 1.000 EACH| 8250.00000 8250.00| 8250.00000 8250.00| 8250.00000 8250.00 REMOVE STRUCTURE AT STA. 600+13 | | | 0089 4045.03 1.000 EACH| 7500.00000 7500.00| 7200.00000 7200.00| 7200.00000 7200.00 REMOVE STRUCTURE AT STA. 600+96 | | | 0090 4045.04 1.000 EACH| 7500.00000 7500.00| 7000.00000 7000.00| 7000.00000 7000.00 REMOVE STRUCTURE AT STA. 636+61 | | | 0091 4045.05 1.000 EACH| 3650.00000 3650.00| 3500.00000 3500.00| 3500.00000 3500.00 REMOVE STRUCTURE AT STA. 641+51 | | | 0092 4045.06 1.000 EACH| 9000.00000 9000.00| 8500.00000 8500.00| 8500.00000 8500.00 REMOVE STRUCTURE AT STA. 643+10 | | | 0093 4045.07 1.000 EACH| 9250.00000 9250.00| 8500.00000 8500.00| 8500.00000 8500.00 REMOVE STRUCTURE AT STA. 660+38.4 | | | 0094 4045.08 1.000 EACH| 8950.00000 8950.00| 8500.00000 8500.00| 8500.00000 8500.00 REMOVE STRUCTURE AT STA. 662+65 | | | 0095 4050.01 6761.000 m3 | 14.56000 98440.16| 14.00000 94654.00| 14.00000 94654.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0096 4051.01 3900.000 m3 | 10.25000 39975.00| 10.00000 39000.00| 10.00000 39000.00 EXCAVATION FOR BOX CULVERTS | | | 0097 4100.06 10.400 m3 | 640.12000 6657.25| 615.50000 6401.20| 615.50000 6401.20 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0098 4101.06 1586.090 m3 | 375.00000 594783.75| 350.00000 555131.50| 350.00000 555131.50 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0099 4107.07 1.500 m3 | 475.00000 712.50| 475.00000 712.50| 475.00000 712.50 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0100 4130.06 0.070 m3 | 1820.00000 127.40| 1750.00000 122.50| 1750.00000 122.50 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | 0101 4150.00 592.000 kg | 1.82000 1077.44| 1.75000 1036.00| 1.75000 1036.00 REINFORCING STEEL FOR HEADWALL | | | 0102 4151.00 95550.000 kg | 1.20000 114660.00| 1.15000 109882.50| 1.15000 109882.50 REINFORCING STEEL FOR BOX CULVERT | | | 0103 4310.24 25.000 EACH| 426.40000 10660.00| 410.00000 10250.00| 410.00000 10250.00 600 mm FLARED-END SECTION | | | 0104 4310.30 14.000 EACH| 490.50000 6867.00| 470.00000 6580.00| 470.00000 6580.00 750 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -19 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 4310.36 13.000 EACH| 665.60000 8652.80| 640.00000 8320.00| 640.00000 8320.00 900 mm FLARED-END SECTION | | | 0106 4310.42 12.000 EACH| 835.85000 10030.20| 810.00000 9720.00| 810.00000 9720.00 1050 mm FLARED-END SECTION | | | 0107 4310.48 4.000 EACH| 1000.00000 4000.00| 975.00000 3900.00| 975.00000 3900.00 1200 mm FLARED-END SECTION | | | 0108 4310.54 4.000 EACH| 1066.00000 4264.00| 1025.00000 4100.00| 1025.00000 4100.00 1350 mm FLARED-END SECTION | | | 0109 4310.60 4.000 EACH| 1456.00000 5824.00| 1400.00000 5600.00| 1400.00000 5600.00 1500 mm FLARED-END SECTION | | | 0110 4310.66 4.000 EACH| 1924.00000 7696.00| 1850.00000 7400.00| 1850.00000 7400.00 1650 mm FLARED-END SECTION | | | 0111 4320.36 2.000 EACH| 806.00000 1612.00| 775.00000 1550.00| 775.00000 1550.00 900 mm ROUND EQUIVALENT FLARED-END | | | SECTION | | | 0112 6105.01 4245.000 Mg | 31.62000 134226.90| 30.40000 129048.00| 30.40000 129048.00 ROCK RIPRAP, TYPE A | | | 0113 6105.02 2788.000 Mg | 30.89000 86121.32| 29.70000 82803.60| 29.70000 82803.60 ROCK RIPRAP, TYPE B | | | 0114 P120.24 21.000 m | 114.40000 2402.40| 110.00000 2310.00| 110.00000 2310.00 600 mm CULVERT PIPE, TYPE 2 | | | 0115 P120.42 210.000 m | 317.20000 66612.00| 305.00000 64050.00| 305.00000 64050.00 1050 mm CULVERT PIPE TYPE 2 | | | 0116 P120.48 124.100 m | 364.00000 45172.40| 350.00000 43435.00| 350.00000 43435.00 1200 mm CULVERT PIPE, TYPE 2 | | | 0117 P120.54 75.000 m | 370.45000 27783.75| 360.00000 27000.00| 360.00000 27000.00 1350 mm CULVERT PIPE, TYPE 2 | | | 0118 P120.60 156.500 m | 499.20000 78124.80| 480.00000 75120.00| 480.00000 75120.00 1500 mm CULVERT PIPE, TYPE 2 | | | 0119 P120.66 209.500 m | 655.00000 137222.50| 645.00000 135127.50| 645.00000 135127.50 1650 mm CULVERT PIPE, TYPE 2 | | | 0120 P127.36 23.500 m | 306.80000 7209.80| 295.00000 6932.50| 295.00000 6932.50 900 mm ROUND EQUIVALENT CULVERT PIPE, | | | TYPE 2 | | | 0121 P311.24 314.500 m | 125.00000 39312.50| 125.00000 39312.50| 125.00000 39312.50 600 mm CULVERT PIPE, TYPE 2, 7 OR 8 | | | 0122 P311.30 280.900 m | 185.49000 52104.14| 175.00000 49157.50| 175.00000 49157.50 750 mm CULVERT PIPE, TYPE 2,7 OR 8 | | | 0123 P311.36 223.100 m | 202.80000 45244.68| 195.00000 43504.50| 195.00000 43504.50 900 mm CULVERT PIPE, TYPE 2,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -20 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0124 P400.18 1.000 m | 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 1,814,936.55| $ 1,733,576.70| $ 1,733,576.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CULVERT AT STA. 226+42 TRIPLE 3 m X 4 m REINFORCED CONCRETE BOX CULVERT | | | 0125 0030.40 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | 0126 4051.01 633.000 m3 | 14.25000 9020.25| 14.00000 8862.00| 14.00000 8862.00 EXCAVATION FOR BOX CULVERTS | | | 0127 4101.06 247.450 m3 | 405.60000 100365.72| 390.00000 96505.50| 390.00000 96505.50 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0128 4151.00 15454.000 kg | 1.20000 18544.80| 1.10000 16999.40| 1.10000 16999.40 REINFORCING STEEL FOR BOX CULVERT | | | 0129 6040.00 1.000 EACH| 9932.00000 9932.00| 9550.00000 9550.00| 9550.00000 9550.00 REMOVE STRUCTURE AT STA. 226+42.9 | | | SECTION TOTALS | $ 147,862.77| $ 141,916.90| $ 141,916.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0130 0030.50 LUMP| 1500.00000 1500.00| 500.00000 500.00| 1500.00000 1500.00 MOBILIZATION | | | 0131 L001.01 78.000 ha | 1425.00000 111150.00| 1505.00000 117390.00| 1384.00000 107952.00 SEEDING, TYPE A | | | 0132 L001.02 11.000 ha | 1100.65000 12107.15| 1050.00000 11550.00| 984.00000 10824.00 SEEDING, TYPE B | | | 0133 L020.07 3372.000 m2 | 4.78000 16118.16| 2.90000 9778.80| 4.60000 15511.20 EROSION CONTROL, TYPE B-1 | | | 0134 L032.75 445.000 Mg | 52.00000 23140.00| 78.00000 34710.00| 50.00000 22250.00 MULCH | | | SECTION TOTALS | $ 164,015.31| $ 173,928.80| $ 158,037.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0135 0030.81 LUMP| 2600.00000 2600.00| 2500.00000 2500.00| 2500.00000 2500.00 MOBILIZATION | | | 0136 A001.12 2.000 EACH| 348.40000 696.80| 335.00000 670.00| 335.00000 670.00 PULL BOX, TYPE PB-5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -21 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 A009.16 13.000 EACH| 1550.00000 20150.00| 1445.00000 18785.00| 1445.00000 18785.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0138 A020.10 2.000 EACH| 1500.00000 3000.00| 1070.00000 2140.00| 1070.00000 2140.00 LIGHTING CONTROL CENTER, TYPE D | | | 0139 A070.10 487.000 m | 7.90000 3847.30| 7.30000 3555.10| 7.30000 3555.10 38 mm CONDUIT IN TRENCH | | | 0140 A072.10 126.000 m | 12.50000 1575.00| 11.50000 1449.00| 11.50000 1449.00 38 mm CONDUIT UNDER ROADWAY | | | 0141 A074.12 19.000 m | 55.00000 1045.00| 51.00000 969.00| 51.00000 969.00 38 mm CONDUIT, JACKED | | | 0142 A080.22 632.000 m | 3.00000 1896.00| 2.75000 1738.00| 2.75000 1738.00 STREET LIGHTING CABLE, NO. 6 BARE | | | 0143 A080.24 1264.000 m | 3.00000 3792.00| 2.95000 3728.80| 2.95000 3728.80 STREET LIGHTING CABLE, NO. 6 USE | | | 0144 A600.00 3.000 EACH| 275.60000 826.80| 265.00000 795.00| 265.00000 795.00 REMOVE LIGHTING UNIT | | | SECTION TOTALS | $ 39,428.90| $ 36,329.90| $ 36,329.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0145 0001.08 1450.000 BDAY| 0.50000 725.00| 0.50000 725.00| 0.50000 725.00 BARRICADE, TYPE II | | | 0146 0001.10 33420.000 BDAY| 1.00000 33420.00| 0.75000 25065.00| 0.50000 16710.00 BARRICADE, TYPE III | | | 0147 0001.75 100.000 EACH| 5.00000 500.00| 4.00000 400.00| 4.00000 400.00 TEMPORARY SIGN DAY | | | 0148 0001.90 52963.000 EACH| 0.60000 31777.80| 0.55000 29129.65| 0.35000 18537.05 SIGN DAY | | | 0149 0001.99 14417.000 EACH| 0.55000 7929.35| 0.75000 10812.75| 0.55000 7929.35 CONTRACTOR FURNISHED SIGN DAY | | | 0150 0002.44 4500.000 m | 0.90000 4050.00| 1.00000 4500.00| 1.00000 4500.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0151 0003.10 140.000 DAY | 175.00000 24500.00| 175.00000 24500.00| 150.00000 21000.00 FLAGGING | | | 0152 0010.04 1.000 EACH| 6000.00000 6000.00| 10000.00000 10000.00| 18000.00000 18000.00 FIELD OFFICE | | | 0153 0030.00 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/26/03 PAGE : N01 -22 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1800A COUNTIES : NEMAHA OTOE LETTING DATE : 06/26/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 3572 |( 5 ) 3652 |( 6 ) 3556 |UPPER PLAINS CONTRACTING, I |CEDAR VALLEY CORP. AND SUBS |KOSS CONSTRUCTION COMPANY AND S LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 9110.01 150.000 HOUR| 40.00000 6000.00| 40.00000 6000.00| 60.00000 9000.00 RENTAL OF LOADER, FULLY OPERATED | | | 0155 9110.02 10.000 HOUR| 100.00000 1000.00| 100.00000 1000.00| 75.00000 750.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0156 9110.03 150.000 HOUR| 45.00000 6750.00| 45.00000 6750.00| 60.00000 9000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0157 9110.06 140.000 HOUR| 45.00000 6300.00| 45.00000 6300.00| 60.00000 8400.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0158 9110.07 150.000 HOUR| 45.00000 6750.00| 60.00000 9000.00| 35.00000 5250.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 136,702.15| $ 144,182.40| $ 130,201.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,697,079.03| $ 13,739,082.86| $ 13,909,639.60 ====================================================================================================================================
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