Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 2 VENDOR RANKING CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) CONTRACT DESCRIPTION : ON N-14 SOUTH OF VERDIGRE. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0574 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 0574 LETTING IS LIMITED TO $10,000,000.00 (TEN MILLION). -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 2,308,102.85 100.0000% 2 0574 CONSTRUCTORS, INC. $ 2,308,552.07 100.0194% 3 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,345,735.00 101.6304% 4 1661 U.S. ASPHALT CO. $ 2,385,069.75 103.3346% 5 0875 BROWER CONSTRUCTION CO. $ 2,410,826.96 104.4505% 6 0086 HENNINGSEN CONST., INC. $ 2,455,893.25 106.4031% 7 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,628,445.14 113.8790% NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(1) 0083 |(2) 0574 |(3) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 L006.50 1.000 ha | 500.00000 500.00| 505.00000 505.00| 1000.00000 1000.00 TEMPORARY SEEDING | | | 0002 L020.01 887.000 m2 | 5.75000 5100.25| 5.80000 5144.60| 6.15000 5455.05 EROSION CONTROL, TYPE A | | | 0003 L020.08 423.000 m2 | 5.20000 2199.60| 5.25000 2220.75| 6.25000 2643.75 EROSION CONTROL, TYPE AA | | | 0004 L020.09 729.000 m2 | 13.00000 9477.00| 13.25000 9659.25| 13.25000 9659.25 EROSION CONTROL, TYPE AAA | | | 0005 L020.10 504.000 m2 | 1.65000 831.60| 1.65000 831.60| 1.75000 882.00 EROSION CONTROL, TYPE HV | | | 0006 L021.06 12.000 BALE| 15.00000 180.00| 15.30000 183.60| 12.50000 150.00 EROSION CHECKS, TYPE HV | | | 0007 L021.11 54.000 BALE| 17.00000 918.00| 17.40000 939.60| 27.50000 1485.00 EROSION CHECKS, TYPE ST-A | | | 0008 L021.21 24.000 BALE| 17.00000 408.00| 17.40000 417.60| 20.00000 480.00 EROSION CHECKS, TYPE AA | | | 0009 L021.22 12.000 BALE| 16.00000 192.00| 16.15000 193.80| 27.50000 330.00 EROSION CHECKS, TYPE AAA | | | 0010 L022.11 365.000 m | 6.20000 2263.00| 6.25000 2281.25| 6.75000 2463.75 FABRIC SILT FENCE-LOW POROSITY | | | 0011 L022.25 266.000 m | 6.25000 1662.50| 6.25000 1662.50| 12.50000 3325.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0012 L022.75 58.000 m | 27.00000 1566.00| 27.40000 1589.20| 22.00000 1276.00 TEMPORARY SILT CHECK | | | 0013 0030.10 LUMP| 8500.00000 8500.00| 6000.00000 6000.00| 5500.00000 5500.00 MOBILIZATION | | | 0014 1009.00 LUMP| 2200.00000 2200.00| 3450.00000 3450.00| 2500.00000 2500.00 GENERAL CLEARING AND GRUBBING | | | 0015 1010.01 11727.000 m3 | 3.92000 45969.84| 4.00000 46908.00| 3.95000 46321.65 EXCAVATION (ESTABLISHED QUANTITY) | | | 0016 1011.00 1185.000 kL | 1.00000 1185.00| 1.00000 1185.00| 1.00000 1185.00 WATER | | | 0017 1012.00 9.000 EACH| 60.00000 540.00| 61.00000 549.00| 60.00000 540.00 RIGHT-OF-WAY MARKERS | | | 0018 1030.00 15927.000 m3 | 3.92000 62433.84| 4.00000 63708.00| 3.95000 62911.65 EARTHWORK MEASURED IN EMBANKMENT | | | 0019 1102.00 6877.000 m2 | 2.39000 16436.03| 2.40000 16504.80| 2.40000 16504.80 REMOVE ASPHALT SURFACE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(1) 0083 |(2) 0574 |(3) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1106.00 396.000 m2 | 3.00000 1188.00| 3.05000 1207.80| 3.00000 1188.00 REMOVE DRIVEWAY | | | 0021 1109.00 155.200 m | 7.00000 1086.40| 7.15000 1109.68| 7.00000 1086.40 REMOVE CURB | | | 0022 1300.24 36.500 m | 35.00000 1277.50| 35.15000 1282.98| 35.00000 1277.50 600 mm DRIVEWAY CULVERT PIPE TYPE 3,4 | | | OR 5 | | | 0023 1701.24 36.500 m | 35.00000 1277.50| 35.20000 1284.80| 35.00000 1277.50 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | SECTION TOTALS | $ 167,392.06| $ 168,818.81| $ 169,442.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0024 P300.24 12.300 m | 67.00000 824.10| 66.00000 811.80| 67.00000 824.10 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0025 0030.40 LUMP| 500.00000 500.00| 1015.00000 1015.00| 600.00000 600.00 MOBILIZATION | | | 0026 4035.25 3.000 EACH| 175.00000 525.00| 97.00000 291.00| 175.00000 525.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0027 4050.01 5.000 m3 | 50.00000 250.00| 25.25000 126.25| 50.00000 250.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0028 4362.24 3.000 EACH| 275.00000 825.00| 225.00000 675.00| 275.00000 825.00 INSTALL 600 mm METAL FLARED-END SECTION | | | SECTION TOTALS | $ 2,924.10| $ 2,919.05| $ 3,024.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | 0029 L001.01 1.500 ha | 1323.00000 1984.50| 1350.00000 2025.00| 1650.00000 2475.00 SEEDING, TYPE A | | | 0030 L001.02 11.000 ha | 1289.00000 14179.00| 1300.00000 14300.00| 1075.00000 11825.00 SEEDING, TYPE B | | | 0031 L020.02 1254.000 m2 | 1.60000 2006.40| 1.64000 2056.56| 1.75000 2194.50 EROSION CONTROL, TYPE B | | | 0032 L032.75 62.500 Mg | 55.00000 3437.50| 56.00000 3500.00| 80.00000 5000.00 MULCH | | | 0033 0030.50 LUMP| 500.00000 500.00| 715.00000 715.00| 1600.00000 1600.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(1) 0083 |(2) 0574 |(3) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 22,107.40| $ 22,596.56| $ 23,094.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 10401+39.4 1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE | | | 0034 0030.60 LUMP| 5500.00000 5500.00| 7100.00000 7100.00| 6000.00000 6000.00 MOBILIZATION | | | 0035 6007.01 203.300 m2 | 48.00000 9758.40| 30.50000 6200.65| 49.00000 9961.70 CLASS I REPAIR | | | 0036 6007.02 101.600 m2 | 166.00000 16865.60| 225.00000 22860.00| 170.00000 17272.00 CLASS II REPAIR | | | 0037 6007.03 5.000 m2 | 400.00000 2000.00| 272.00000 1360.00| 450.00000 2250.00 CLASS III REPAIR | | | 0038 6008.40 203.300 m2 | 45.00000 9148.50| 81.00000 16467.30| 45.00000 9148.50 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0039 6010.26 7.400 m3 | 800.00000 5920.00| 785.00000 5809.00| 800.00000 5920.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0040 6016.02 18.200 m3 | 560.00000 10192.00| 485.00000 8827.00| 560.00000 10192.00 CONCRETE FOR OVERLAYS-SF | | | 0041 6020.00 704.000 kg | 2.20000 1548.80| 2.05000 1443.20| 2.20000 1548.80 REINFORCING STEEL FOR BRIDGE | | | SECTION TOTALS | $ 60,933.30| $ 70,067.15| $ 62,293.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0042 0030.70 LUMP| 3040.00000 3040.00| 3100.00000 3100.00| 3200.00000 3200.00 MOBILIZATION | | | 0043 7011.20 152.400 m | 33.88000 5163.31| 34.00000 5181.60| 34.00000 5181.60 W-BEAM GUARDRAIL | | | 0044 7017.00 226.000 m | 6.30000 1423.80| 6.35000 1435.10| 6.30000 1423.80 REMOVE GUARDRAIL | | | 0045 7017.50 1319.900 m | 6.18000 8156.98| 6.30000 8315.37| 6.18000 8156.98 REMOVE & SALVAGE GUARDRAIL | | | 0046 7018.01 1235.000 m | 10.47000 12930.45| 10.50000 12967.50| 10.50000 12967.50 RESET GUARDRAIL | | | 0047 7020.00 8.000 EACH| 958.75000 7670.00| 980.00000 7840.00| 960.00000 7680.00 BRIDGE APPROACH SECTIONS | | | 0048 7023.00 12.000 EACH| 1272.00000 15264.00| 1300.00000 15600.00| 1272.00000 15264.00 TERMINAL ANCHORAGE SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 6 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(1) 0083 |(2) 0574 |(3) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 7024.27 8.000 EACH| 1486.75000 11894.00| 1500.00000 12000.00| 1490.00000 11920.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 65,542.54| $ 66,439.57| $ 65,793.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0050 A070.10 114.000 m | 8.00000 912.00| 8.20000 934.80| 8.00000 912.00 38 mm CONDUIT IN TRENCH | | | 0051 A072.10 48.000 m | 8.00000 384.00| 8.20000 393.60| 8.00000 384.00 38 mm CONDUIT UNDER ROADWAY | | | 0052 A080.22 148.000 m | 1.00000 148.00| 1.00000 148.00| 1.00000 148.00 STREET LIGHTING CABLE, NO. 6 BARE | | | 0053 A080.24 296.000 m | 2.00000 592.00| 2.05000 606.80| 2.00000 592.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0054 A700.20 3.000 EACH| 1350.00000 4050.00| 1400.00000 4200.00| 1350.00000 4050.00 RELOCATE STREET LIGHTING UNIT | | | 0055 0030.81 LUMP| 750.00000 750.00| 755.00000 755.00| 1000.00000 1000.00 MOBILIZATION | | | SECTION TOTALS | $ 6,836.00| $ 7,038.20| $ 7,086.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0056 P402.15 201.300 m | 73.50000 14795.55| 75.00000 15097.50| 74.00000 14896.20 375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0057 0002.55 463.000 StaM| 23.00000 10649.00| 19.75000 9144.25| 28.00000 12964.00 OVERLAY BROKEN LINES | | | 0058 0002.60 909.000 StaM| 26.00000 23634.00| 19.75000 17952.75| 28.00000 25452.00 OVERLAY SOLID LINES | | | 0059 0030.90 LUMP| 41500.00000 41500.00| 87279.39000 87279.39| 25000.00000 25000.00 MOBILIZATION | | | 0060 1020.03 58.000 EACH| 18.60000 1078.80| 18.70000 1084.60| 19.00000 1102.00 DELINEATOR, TYPE III | | | 0061 1020.20 40.000 EACH| 24.50000 980.00| 25.00000 1000.00| 25.00000 1000.00 INSTALL CHEVRONS | | | 0062 1033.00 2.720 StaM| 2500.00000 6800.00| 2550.00000 6936.00| 2500.00000 6800.00 ROADWAY GRADING | | | 0063 2001.00 590.000 m3 | 10.57000 6236.30| 10.60000 6254.00| 10.60000 6254.00 GRAVEL SURFACE COURSE | | | 0064 2009.10 7.871 StaM| 200.00000 1574.20| 202.00000 1589.94| 200.00000 1574.20 GRAVEL EMBEDMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 7 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(1) 0083 |(2) 0574 |(3) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 2020.00 58.000 m2 | 7.50000 435.00| 5.15000 298.70| 3.00000 174.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0066 2021.00 2.000 EACH| 50.00000 100.00| 51.00000 102.00| 50.00000 100.00 MAILBOX POST | | | 0067 3012.06 153.700 m | 75.70000 11635.09| 75.90000 11665.83| 76.00000 11681.20 CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0068 3017.40 146.000 m2 | 42.00000 6132.00| 42.50000 6205.00| 42.00000 6132.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0069 3019.23 1.000 EACH| 650.00000 650.00| 665.00000 665.00| 650.00000 650.00 CONCRETE CLASS 47B-25 ISLAND NOSE | | | 0070 4024.55 25.100 m | 175.00000 4392.50| 177.00000 4442.70| 175.00000 4392.50 FLUME SPILLWAY | | | 0071 4024.70 3.000 EACH| 2500.00000 7500.00| 2550.00000 7650.00| 2500.00000 7500.00 CONCRETE FLUME, TYPE I | | | 0072 4024.73 6.000 EACH| 2650.00000 15900.00| 2700.00000 16200.00| 2650.00000 15900.00 CONCRETE FLUME, TYPE IV | | | 0073 4763.26 20.000 EACH| 200.00000 4000.00| 204.00000 4080.00| 200.00000 4000.00 UNDERDRAIN HEADWALL | | | 0074 4764.35 144.000 m | 27.80000 4003.20| 28.00000 4032.00| 28.00000 4032.00 100 mm PERFORATED PIPE UNDERDRAIN | | | 0075 8022.00 80.765 Mg | 200.00000 16153.00| 132.00000 10660.98| 120.00000 9691.80 HYDRATED LIME | | | 0076 8101.50 6009.000 m2 | 3.50000 21031.50| 4.40000 26439.60| 4.00000 24036.00 STABILIZED SUBGRADE | | | 0077 8111.00 16.743 StaM| 350.00000 5860.05| 450.00000 7534.35| 500.00000 8371.50 SHOULDER SUBGRADE PREPARATION | | | 0078 9000.75 750.000 Mg | 17.26000 12945.00| 15.00000 11250.00| 16.75000 12562.50 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP2 | | | 0079 9005.00 1200.000 Mg | 27.26000 32712.00| 40.00000 48000.00| 25.50000 30600.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP2 | | | 0080 9005.30 49590.000 Mg | 17.26000 855923.40| 17.00000 843030.00| 18.50000 917415.00 ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0081 9009.00 4331.000 m2 | 2.50000 10827.50| 3.60000 15591.60| 3.50000 15158.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0082 9009.75 84.000 m2 | 50.00000 4200.00| 43.00000 3612.00| 18.00000 1512.00 TEMPORARY SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 8 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(1) 0083 |(2) 0574 |(3) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 9020.91 40.500 Mg | 173.00000 7006.50| 170.85000 6919.43| 175.00000 7087.50 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0084 9021.01 2742.660 Mg | 173.00000 474480.18| 170.85000 468583.46| 175.00000 479965.50 PERFORMANCE GRADED BINDER (64-22) | | | 0085 9030.00 1422.000 m | 6.50000 9243.00| 8.50000 12087.00| 11.00000 15642.00 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0086 9034.00 1284.000 m2 | 2.50000 3210.00| 2.40000 3081.60| 3.50000 4494.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0087 9053.00 109322.000 L | 0.26000 28423.72| 0.18000 19677.96| 0.22000 24050.84 TACK COAT | | | 0088 9111.00 980.000 kL | 2.50000 2450.00| 2.20000 2156.00| 2.00000 1960.00 WATER | | | 0089 9170.00 293.329 StaM| 182.00000 53385.88| 184.00000 53972.54| 182.00000 53385.88 EARTH SHOULDER CONSTRUCTION | | | 0090 9173.15 274.776 StaM| 32.50000 8930.22| 112.00000 30774.91| 125.00000 34347.00 TRENCHED WIDENING | | | 0091 9179.23 148.537 StaM| 515.00000 76496.56| 500.00000 74268.50| 535.00000 79467.30 COLD MILLING, CLASS 3 | | | 0092 9188.50 3960.000 m2 | 25.00000 99000.00| 11.50000 45540.00| 15.00000 59400.00 SURFACING UNDER GUARDRAIL | | | 0093 9300.50 14.900 LS | 4500.00000 4500.00| 3600.00000 3600.00| 2000.00000 2000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING | | | SECTION TOTALS | $ 1,888,774.15| $ 1,888,459.59| $ 1,930,751.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0094 0001.08 31522.000 BDAY| 0.50000 15761.00| 0.50000 15761.00| 0.50000 15761.00 BARRICADE, TYPE II | | | 0095 0001.10 1240.000 BDAY| 2.25000 2790.00| 1.23000 1525.20| 1.20000 1488.00 BARRICADE, TYPE III | | | 0096 0001.30 612.000 LDAY| 2.25000 1377.00| 1.02000 624.24| 1.00000 612.00 TYPE B HIGH INTENSITY WARNING LIGHT | | | 0097 0001.75 630.000 EACH| 5.00000 3150.00| 4.05000 2551.50| 4.00000 2520.00 TEMPORARY SIGN DAY | | | 0098 0001.90 7370.000 EACH| 0.50000 3685.00| 0.46000 3390.20| 0.45000 3316.50 SIGN DAY | | | 0099 0002.30 270.000 m | 1.64000 442.80| 1.65000 445.50| 1.64000 442.80 PAVEMENT MARKING REMOVAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 9 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(1) 0083 |(2) 0574 |(3) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 0002.39 4050.000 m | 1.70000 6885.00| 1.75000 7087.50| 1.70000 6885.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0101 0002.47 175.000 m | 4.50000 787.50| 4.60000 805.00| 4.50000 787.50 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0102 0003.10 90.000 DAY | 175.00000 15750.00| 175.00000 15750.00| 185.00000 16650.00 FLAGGING | | | 0103 0003.20 30.000 DAY | 275.00000 8250.00| 225.00000 6750.00| 290.00000 8700.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0104 0003.51 117.000 m | 75.00000 8775.00| 78.00000 9126.00| 50.00000 5850.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0105 0003.56 117.000 m | 20.00000 2340.00| 16.00000 1872.00| 11.00000 1287.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0106 0010.04 1.000 EACH| 1500.00000 1500.00| 2800.00000 2800.00| 4500.00000 4500.00 FIELD OFFICE | | | 0107 0030.00 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 5000.00000 5000.00 MOBILIZATION | | | 0108 9110.01 55.000 HOUR| 65.00000 3575.00| 53.00000 2915.00| 60.00000 3300.00 RENTAL OF LOADER, FULLY OPERATED | | | 0109 9110.02 55.000 HOUR| 60.00000 3300.00| 65.00000 3575.00| 60.00000 3300.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0110 9110.03 55.000 HOUR| 50.00000 2750.00| 45.00000 2475.00| 40.00000 2200.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0111 9110.07 55.000 HOUR| 45.00000 2475.00| 32.00000 1760.00| 30.00000 1650.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 93,593.30| $ 82,213.14| $ 84,249.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,308,102.85| $ 2,308,552.07| $ 2,345,735.00 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 10 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(4) 1661 |(5) 0875 |(6) 0086 |U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 L006.50 1.000 ha | 1233.74000 1233.74| 1000.00000 1000.00| 1000.00000 1000.00 TEMPORARY SEEDING | | | 0002 L020.01 887.000 m2 | 5.91000 5242.17| 6.15000 5455.05| 6.15000 5455.05 EROSION CONTROL, TYPE A | | | 0003 L020.08 423.000 m2 | 5.35000 2263.05| 6.25000 2643.75| 6.25000 2643.75 EROSION CONTROL, TYPE AA | | | 0004 L020.09 729.000 m2 | 13.37000 9746.73| 13.25000 9659.25| 13.25000 9659.25 EROSION CONTROL, TYPE AAA | | | 0005 L020.10 504.000 m2 | 1.70000 856.80| 1.75000 882.00| 1.75000 882.00 EROSION CONTROL, TYPE HV | | | 0006 L021.06 12.000 BALE| 15.42000 185.04| 12.50000 150.00| 12.50000 150.00 EROSION CHECKS, TYPE HV | | | 0007 L021.11 54.000 BALE| 17.48000 943.92| 27.50000 1485.00| 27.50000 1485.00 EROSION CHECKS, TYPE ST-A | | | 0008 L021.21 24.000 BALE| 17.48000 419.52| 20.00000 480.00| 20.00000 480.00 EROSION CHECKS, TYPE AA | | | 0009 L021.22 12.000 BALE| 16.45000 197.40| 27.50000 330.00| 27.50000 330.00 EROSION CHECKS, TYPE AAA | | | 0010 L022.11 365.000 m | 6.37000 2325.05| 6.75000 2463.75| 6.75000 2463.75 FABRIC SILT FENCE-LOW POROSITY | | | 0011 L022.25 266.000 m | 6.43000 1710.38| 12.50000 3325.00| 12.50000 3325.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0012 L022.75 58.000 m | 27.76000 1610.08| 50.00000 2900.00| 50.00000 2900.00 TEMPORARY SILT CHECK | | | 0013 0030.10 LUMP| 6046.19000 6046.19| 5252.00000 5252.00| 5200.00000 5200.00 MOBILIZATION | | | 0014 1009.00 LUMP| 2261.86000 2261.86| 2222.00000 2222.00| 2200.00000 2200.00 GENERAL CLEARING AND GRUBBING | | | 0015 1010.01 11727.000 m3 | 4.03000 47259.81| 3.96000 46438.92| 3.92000 45969.84 EXCAVATION (ESTABLISHED QUANTITY) | | | 0016 1011.00 1185.000 kL | 1.03000 1220.55| 1.01000 1196.85| 1.00000 1185.00 WATER | | | 0017 1012.00 9.000 EACH| 61.69000 555.21| 60.60000 545.40| 60.00000 540.00 RIGHT-OF-WAY MARKERS | | | 0018 1030.00 15927.000 m3 | 4.03000 64185.81| 3.96000 63070.92| 3.92000 62433.84 EARTHWORK MEASURED IN EMBANKMENT | | | 0019 1102.00 6877.000 m2 | 2.46000 16917.42| 2.41000 16573.57| 2.39000 16436.03 REMOVE ASPHALT SURFACE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 11 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(4) 1661 |(5) 0875 |(6) 0086 |U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1106.00 396.000 m2 | 3.08000 1219.68| 3.03000 1199.88| 3.00000 1188.00 REMOVE DRIVEWAY | | | 0021 1109.00 155.200 m | 7.20000 1117.44| 7.07000 1097.26| 7.00000 1086.40 REMOVE CURB | | | 0022 1300.24 36.500 m | 35.98000 1313.27| 35.35000 1290.28| 35.00000 1277.50 600 mm DRIVEWAY CULVERT PIPE TYPE 3,4 | | | OR 5 | | | 0023 1701.24 36.500 m | 35.98000 1313.27| 35.35000 1290.28| 35.00000 1277.50 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | SECTION TOTALS | $ 170,144.39| $ 170,951.16| $ 169,567.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0024 P300.24 12.300 m | 68.88000 847.22| 67.00000 824.10| 67.00000 824.10 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0025 0030.40 LUMP| 514.06000 514.06| 500.00000 500.00| 500.00000 500.00 MOBILIZATION | | | 0026 4035.25 3.000 EACH| 179.92000 539.76| 175.00000 525.00| 175.00000 525.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0027 4050.01 5.000 m3 | 51.41000 257.05| 50.00000 250.00| 50.00000 250.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0028 4362.24 3.000 EACH| 282.73000 848.19| 275.00000 825.00| 275.00000 825.00 INSTALL 600 mm METAL FLARED-END SECTION | | | SECTION TOTALS | $ 3,006.28| $ 2,924.10| $ 2,924.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | 0029 L001.01 1.500 ha | 1360.20000 2040.30| 1650.00000 2475.00| 1650.00000 2475.00 SEEDING, TYPE A | | | 0030 L001.02 11.000 ha | 1325.25000 14577.75| 1075.00000 11825.00| 1075.00000 11825.00 SEEDING, TYPE B | | | 0031 L020.02 1254.000 m2 | 1.64000 2056.56| 1.75000 2194.50| 1.75000 2194.50 EROSION CONTROL, TYPE B | | | 0032 L032.75 62.500 Mg | 56.55000 3534.38| 80.00000 5000.00| 80.00000 5000.00 MULCH | | | 0033 0030.50 LUMP| 102.81000 102.81| 1500.00000 1500.00| 1500.00000 1500.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 12 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(4) 1661 |(5) 0875 |(6) 0086 |U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 22,311.80| $ 22,994.50| $ 22,994.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 10401+39.4 1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE | | | 0034 0030.60 LUMP| 5654.65000 5654.65| 5500.00000 5500.00| 5500.00000 5500.00 MOBILIZATION | | | 0035 6007.01 203.300 m2 | 49.35000 10032.86| 48.00000 9758.40| 48.00000 9758.40 CLASS I REPAIR | | | 0036 6007.02 101.600 m2 | 170.67000 17340.07| 166.00000 16865.60| 166.00000 16865.60 CLASS II REPAIR | | | 0037 6007.03 5.000 m2 | 411.25000 2056.25| 400.00000 2000.00| 400.00000 2000.00 CLASS III REPAIR | | | 0038 6008.40 203.300 m2 | 46.27000 9406.69| 45.00000 9148.50| 45.00000 9148.50 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0039 6010.26 7.400 m3 | 822.50000 6086.50| 800.00000 5920.00| 800.00000 5920.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0040 6016.02 18.200 m3 | 575.75000 10478.65| 560.00000 10192.00| 560.00000 10192.00 CONCRETE FOR OVERLAYS-SF | | | 0041 6020.00 704.000 kg | 2.26000 1591.04| 2.20000 1548.80| 2.20000 1548.80 REINFORCING STEEL FOR BRIDGE | | | SECTION TOTALS | $ 62,646.71| $ 60,933.30| $ 60,933.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0042 0030.70 LUMP| 3125.48000 3125.48| 3070.40000 3070.40| 3040.00000 3040.00 MOBILIZATION | | | 0043 7011.20 152.400 m | 34.83000 5308.09| 34.22000 5215.13| 33.88000 5163.31 W-BEAM GUARDRAIL | | | 0044 7017.00 226.000 m | 6.48000 1464.48| 6.36000 1437.36| 6.30000 1423.80 REMOVE GUARDRAIL | | | 0045 7017.50 1319.900 m | 6.35000 8381.37| 6.24000 8236.18| 6.18000 8156.98 REMOVE & SALVAGE GUARDRAIL | | | 0046 7018.01 1235.000 m | 10.76000 13288.60| 10.57000 13053.95| 10.47000 12930.45 RESET GUARDRAIL | | | 0047 7020.00 8.000 EACH| 985.71000 7885.68| 968.34000 7746.72| 958.75000 7670.00 BRIDGE APPROACH SECTIONS | | | 0048 7023.00 12.000 EACH| 1307.77000 15693.24| 1284.72000 15416.64| 1272.00000 15264.00 TERMINAL ANCHORAGE SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 13 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(4) 1661 |(5) 0875 |(6) 0086 |U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 7024.27 8.000 EACH| 1528.56000 12228.48| 1501.62000 12012.96| 1486.75000 11894.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 67,375.42| $ 66,189.34| $ 65,542.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0050 A070.10 114.000 m | 8.22000 937.08| 8.00000 912.00| 8.00000 912.00 38 mm CONDUIT IN TRENCH | | | 0051 A072.10 48.000 m | 8.22000 394.56| 8.00000 384.00| 8.00000 384.00 38 mm CONDUIT UNDER ROADWAY | | | 0052 A080.22 148.000 m | 1.03000 152.44| 1.00000 148.00| 1.00000 148.00 STREET LIGHTING CABLE, NO. 6 BARE | | | 0053 A080.24 296.000 m | 2.06000 609.76| 2.00000 592.00| 2.00000 592.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0054 A700.20 3.000 EACH| 1387.96000 4163.88| 1350.00000 4050.00| 1350.00000 4050.00 RELOCATE STREET LIGHTING UNIT | | | 0055 0030.81 LUMP| 771.09000 771.09| 802.00000 802.00| 750.00000 750.00 MOBILIZATION | | | SECTION TOTALS | $ 7,028.81| $ 6,888.00| $ 6,836.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0056 P402.15 201.300 m | 75.57000 15212.24| 114.54000 23056.90| 73.50000 14795.55 375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0057 0002.55 463.000 StaM| 21.59000 9996.17| 28.28000 13093.64| 28.00000 12964.00 OVERLAY BROKEN LINES | | | 0058 0002.60 909.000 StaM| 21.59000 19625.31| 28.28000 25706.52| 28.00000 25452.00 OVERLAY SOLID LINES | | | 0059 0030.90 LUMP| 60979.36000 60979.36| 68914.72000 68914.72| 42500.00000 42500.00 MOBILIZATION | | | 0060 1020.03 58.000 EACH| 8.22000 476.76| 18.79000 1089.82| 18.60000 1078.80 DELINEATOR, TYPE III | | | 0061 1020.20 40.000 EACH| 25.70000 1028.00| 24.75000 990.00| 24.50000 980.00 INSTALL CHEVRONS | | | 0062 1033.00 2.720 StaM| 2570.30000 6991.22| 2525.00000 6868.00| 2500.00000 6800.00 ROADWAY GRADING | | | 0063 2001.00 590.000 m3 | 10.87000 6413.30| 10.68000 6301.20| 10.57000 6236.30 GRAVEL SURFACE COURSE | | | 0064 2009.10 7.871 StaM| 205.62000 1618.44| 202.00000 1589.94| 200.00000 1574.20 GRAVEL EMBEDMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 14 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(4) 1661 |(5) 0875 |(6) 0086 |U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 2020.00 58.000 m2 | 4.92000 285.36| 6.35000 368.30| 15.00000 870.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0066 2021.00 2.000 EACH| 51.41000 102.82| 50.50000 101.00| 50.00000 100.00 MAILBOX POST | | | 0067 3012.06 153.700 m | 77.83000 11962.47| 78.37000 12045.47| 75.70000 11635.09 CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0068 3017.40 146.000 m2 | 43.18000 6304.28| 55.36000 8082.56| 42.00000 6132.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0069 3019.23 1.000 EACH| 668.28000 668.28| 808.00000 808.00| 650.00000 650.00 CONCRETE CLASS 47B-25 ISLAND NOSE | | | 0070 4024.55 25.100 m | 179.92000 4515.99| 192.91000 4842.04| 175.00000 4392.50 FLUME SPILLWAY | | | 0071 4024.70 3.000 EACH| 2570.30000 7710.90| 2254.32000 6762.96| 2500.00000 7500.00 CONCRETE FLUME, TYPE I | | | 0072 4024.73 6.000 EACH| 2724.52000 16347.12| 2472.48000 14834.88| 2650.00000 15900.00 CONCRETE FLUME, TYPE IV | | | 0073 4763.26 20.000 EACH| 205.62000 4112.40| 293.91000 5878.20| 200.00000 4000.00 UNDERDRAIN HEADWALL | | | 0074 4764.35 144.000 m | 28.58000 4115.52| 28.50000 4104.00| 27.80000 4003.20 100 mm PERFORATED PIPE UNDERDRAIN | | | 0075 8022.00 80.765 Mg | 133.66000 10795.05| 130.00000 10499.45| 130.00000 10499.45 HYDRATED LIME | | | 0076 8101.50 6009.000 m2 | 4.43000 26619.87| 3.83000 23014.47| 4.31000 25898.79 STABILIZED SUBGRADE | | | 0077 8111.00 16.743 StaM| 220.12000 3685.47| 225.00000 3767.18| 450.00000 7534.35 SHOULDER SUBGRADE PREPARATION | | | 0078 9000.75 750.000 Mg | 17.43000 13072.50| 17.55000 13162.50| 16.50000 12375.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP2 | | | 0079 9005.00 1200.000 Mg | 38.63000 46356.00| 59.02000 70824.00| 33.90000 40680.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP2 | | | 0080 9005.30 49590.000 Mg | 18.81000 932787.90| 17.55000 870304.50| 19.12000 948160.80 ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0081 9009.00 4331.000 m2 | 3.42000 14812.02| 3.00000 12993.00| 1.50000 6496.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0082 9009.75 84.000 m2 | 29.51000 2478.84| 40.61000 3411.24| 70.00000 5880.00 TEMPORARY SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 15 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(4) 1661 |(5) 0875 |(6) 0086 |U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 9020.91 40.500 Mg | 178.24000 7218.72| 176.78000 7159.59| 174.17000 7053.89 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0084 9021.01 2742.660 Mg | 178.24000 488851.72| 176.78000 484847.43| 174.17000 477689.09 PERFORMANCE GRADED BINDER (64-22) | | | 0085 9030.00 1422.000 m | 4.72000 6711.84| 7.41000 10537.02| 13.12000 18656.64 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0086 9034.00 1284.000 m2 | 1.33000 1707.72| 1.95000 2503.80| 2.00000 2568.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0087 9053.00 109322.000 L | 0.20000 21864.40| 0.19000 20771.18| 0.23000 25144.06 TACK COAT | | | 0088 9111.00 980.000 kL | 2.72000 2665.60| 2.65000 2597.00| 1.50000 1470.00 WATER | | | 0089 9170.00 293.329 StaM| 187.12000 54887.72| 183.82000 53919.74| 182.00000 53385.88 EARTH SHOULDER CONSTRUCTION | | | 0090 9173.15 274.776 StaM| 59.25000 16280.48| 57.50000 15799.62| 101.00000 27752.38 TRENCHED WIDENING | | | 0091 9179.23 148.537 StaM| 472.93000 70247.60| 534.23000 79352.92| 490.00000 72783.13 COLD MILLING, CLASS 3 | | | 0092 9188.50 3960.000 m2 | 13.53000 53578.80| 19.65000 77814.00| 26.90000 106524.00 SURFACING UNDER GUARDRAIL | | | 0093 9300.50 14.900 LS | 3084.36000 3084.36| 4500.00000 4500.00| 2500.00000 2500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING | | | SECTION TOTALS | $ 1,956,172.55| $ 1,973,216.79| $ 2,020,615.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0094 0001.08 31522.000 BDAY| 0.50000 15761.00| 0.50000 15761.00| 0.50000 15761.00 BARRICADE, TYPE II | | | 0095 0001.10 1240.000 BDAY| 1.70000 2108.00| 1.22000 1512.80| 1.20000 1488.00 BARRICADE, TYPE III | | | 0096 0001.30 612.000 LDAY| 1.80000 1101.60| 1.01000 618.12| 1.00000 612.00 TYPE B HIGH INTENSITY WARNING LIGHT | | | 0097 0001.75 630.000 EACH| 5.14000 3238.20| 4.04000 2545.20| 4.00000 2520.00 TEMPORARY SIGN DAY | | | 0098 0001.90 7370.000 EACH| 0.26000 1916.20| 0.46000 3390.20| 0.80000 5896.00 SIGN DAY | | | 0099 0002.30 270.000 m | 1.54000 415.80| 1.66000 448.20| 1.64000 442.80 PAVEMENT MARKING REMOVAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 16 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(4) 1661 |(5) 0875 |(6) 0086 |U.S. ASPHALT CO. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 0002.39 4050.000 m | 2.86000 11583.00| 1.72000 6966.00| 1.70000 6885.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0101 0002.47 175.000 m | 1.03000 180.25| 4.55000 796.25| 4.50000 787.50 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0102 0003.10 90.000 DAY | 179.13000 16121.70| 205.00000 18450.00| 205.00000 18450.00 FLAGGING | | | 0103 0003.20 30.000 DAY | 234.37000 7031.10| 305.00000 9150.00| 305.00000 9150.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0104 0003.51 117.000 m | 51.41000 6014.97| 50.00000 5850.00| 50.00000 5850.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0105 0003.56 117.000 m | 11.31000 1323.27| 11.00000 1287.00| 11.00000 1287.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0106 0010.04 1.000 EACH| 1439.37000 1439.37| 2500.00000 2500.00| 2500.00000 2500.00 FIELD OFFICE | | | 0107 0030.00 LUMP| 19084.78000 19084.78| 24530.00000 24530.00| 20000.00000 20000.00 MOBILIZATION | | | 0108 9110.01 55.000 HOUR| 48.68000 2677.40| 65.00000 3575.00| 45.00000 2475.00 RENTAL OF LOADER, FULLY OPERATED | | | 0109 9110.02 55.000 HOUR| 43.49000 2391.95| 65.00000 3575.00| 125.00000 6875.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0110 9110.03 55.000 HOUR| 38.95000 2142.25| 55.00000 3025.00| 50.00000 2750.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0111 9110.07 55.000 HOUR| 33.69000 1852.95| 50.00000 2750.00| 50.00000 2750.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 96,383.79| $ 106,729.77| $ 106,479.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,385,069.75| $ 2,410,826.96| $ 2,455,893.25 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 17 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(7) 3606 | | |DOBSON BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 L006.50 1.000 ha | 525.00000 525.00| | TEMPORARY SEEDING | | | 0002 L020.01 887.000 m2 | 6.04000 5357.48| | EROSION CONTROL, TYPE A | | | 0003 L020.08 423.000 m2 | 5.46000 2309.58| | EROSION CONTROL, TYPE AA | | | 0004 L020.09 729.000 m2 | 13.65000 9950.85| | EROSION CONTROL, TYPE AAA | | | 0005 L020.10 504.000 m2 | 1.73000 871.92| | EROSION CONTROL, TYPE HV | | | 0006 L021.06 12.000 BALE| 15.75000 189.00| | EROSION CHECKS, TYPE HV | | | 0007 L021.11 54.000 BALE| 17.85000 963.90| | EROSION CHECKS, TYPE ST-A | | | 0008 L021.21 24.000 BALE| 17.85000 428.40| | EROSION CHECKS, TYPE AA | | | 0009 L021.22 12.000 BALE| 16.80000 201.60| | EROSION CHECKS, TYPE AAA | | | 0010 L022.11 365.000 m | 6.51000 2376.15| | FABRIC SILT FENCE-LOW POROSITY | | | 0011 L022.25 266.000 m | 6.56000 1744.96| | FABRIC SILT FENCE, TYPE COIR FIBER | | | 0012 L022.75 58.000 m | 28.35000 1644.30| | TEMPORARY SILT CHECK | | | 0013 0030.10 LUMP| 5460.00000 5460.00| | MOBILIZATION | | | 0014 1009.00 LUMP| 2310.00000 2310.00| | GENERAL CLEARING AND GRUBBING | | | 0015 1010.01 11727.000 m3 | 4.12000 48315.24| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0016 1011.00 1185.000 kL | 1.05000 1244.25| | WATER | | | 0017 1012.00 9.000 EACH| 63.00000 567.00| | RIGHT-OF-WAY MARKERS | | | 0018 1030.00 15927.000 m3 | 4.12000 65619.24| | EARTHWORK MEASURED IN EMBANKMENT | | | 0019 1102.00 6877.000 m2 | 2.51000 17261.27| | REMOVE ASPHALT SURFACE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 18 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(7) 3606 | | |DOBSON BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 1106.00 396.000 m2 | 3.15000 1247.40| | REMOVE DRIVEWAY | | | 0021 1109.00 155.200 m | 7.35000 1140.72| | REMOVE CURB | | | 0022 1300.24 36.500 m | 36.75000 1341.38| | 600 mm DRIVEWAY CULVERT PIPE TYPE 3,4 | | | OR 5 | | | 0023 1701.24 36.500 m | 36.75000 1341.38| | 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | SECTION TOTALS | $ 172,411.02| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0024 P300.24 12.300 m | 70.35000 865.31| | 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0025 0030.40 LUMP| 525.00000 525.00| | MOBILIZATION | | | 0026 4035.25 3.000 EACH| 183.75000 551.25| | REMOVE AND SALVAGE FLARED-END SECTION | | | 0027 4050.01 5.000 m3 | 52.50000 262.50| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0028 4362.24 3.000 EACH| 288.75000 866.25| | INSTALL 600 mm METAL FLARED-END SECTION | | | SECTION TOTALS | $ 3,070.31| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | 0029 L001.01 1.500 ha | 1389.15000 2083.73| | SEEDING, TYPE A | | | 0030 L001.02 11.000 ha | 1353.45000 14887.95| | SEEDING, TYPE B | | | 0031 L020.02 1254.000 m2 | 1.68000 2106.72| | EROSION CONTROL, TYPE B | | | 0032 L032.75 62.500 Mg | 57.75000 3609.38| | MULCH | | | 0033 0030.50 LUMP| 2000.00000 2000.00| | MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 19 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(7) 3606 | | |DOBSON BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 24,687.78| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 10401+39.4 1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE | | | 0034 0030.60 LUMP| 6000.00000 6000.00| | MOBILIZATION | | | 0035 6007.01 203.300 m2 | 50.40000 10246.32| | CLASS I REPAIR | | | 0036 6007.02 101.600 m2 | 174.30000 17708.88| | CLASS II REPAIR | | | 0037 6007.03 5.000 m2 | 420.00000 2100.00| | CLASS III REPAIR | | | 0038 6008.40 203.300 m2 | 47.25000 9605.93| | PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0039 6010.26 7.400 m3 | 840.00000 6216.00| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0040 6016.02 18.200 m3 | 588.00000 10701.60| | CONCRETE FOR OVERLAYS-SF | | | 0041 6020.00 704.000 kg | 2.31000 1626.24| | REINFORCING STEEL FOR BRIDGE | | | SECTION TOTALS | $ 64,204.97| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0042 0030.70 LUMP| 6000.00000 6000.00| | MOBILIZATION | | | 0043 7011.20 152.400 m | 35.57000 5420.87| | W-BEAM GUARDRAIL | | | 0044 7017.00 226.000 m | 6.62000 1496.12| | REMOVE GUARDRAIL | | | 0045 7017.50 1319.900 m | 6.49000 8566.15| | REMOVE & SALVAGE GUARDRAIL | | | 0046 7018.01 1235.000 m | 10.99000 13572.65| | RESET GUARDRAIL | | | 0047 7020.00 8.000 EACH| 1006.69000 8053.52| | BRIDGE APPROACH SECTIONS | | | 0048 7023.00 12.000 EACH| 1335.60000 16027.20| | TERMINAL ANCHORAGE SECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 20 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(7) 3606 | | |DOBSON BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 7024.27 8.000 EACH| 1561.09000 12488.72| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 71,625.23| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 8B ELECTRICAL | | | 0050 A070.10 114.000 m | 8.40000 957.60| | 38 mm CONDUIT IN TRENCH | | | 0051 A072.10 48.000 m | 8.40000 403.20| | 38 mm CONDUIT UNDER ROADWAY | | | 0052 A080.22 148.000 m | 1.05000 155.40| | STREET LIGHTING CABLE, NO. 6 BARE | | | 0053 A080.24 296.000 m | 2.10000 621.60| | STREET LIGHTING CABLE, NO. 6 USE | | | 0054 A700.20 3.000 EACH| 1417.50000 4252.50| | RELOCATE STREET LIGHTING UNIT | | | 0055 0030.81 LUMP| 787.50000 787.50| | MOBILIZATION | | | SECTION TOTALS | $ 7,177.80| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0056 P402.15 201.300 m | 99.75000 20079.68| | 375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0057 0002.55 463.000 StaM| 29.40000 13612.20| | OVERLAY BROKEN LINES | | | 0058 0002.60 909.000 StaM| 29.40000 26724.60| | OVERLAY SOLID LINES | | | 0059 0030.90 LUMP| 150000.00000 150000.00| | MOBILIZATION | | | 0060 1020.03 58.000 EACH| 19.53000 1132.74| | DELINEATOR, TYPE III | | | 0061 1020.20 40.000 EACH| 25.73000 1029.20| | INSTALL CHEVRONS | | | 0062 1033.00 2.720 StaM| 2625.00000 7140.00| | ROADWAY GRADING | | | 0063 2001.00 590.000 m3 | 11.10000 6549.00| | GRAVEL SURFACE COURSE | | | 0064 2009.10 7.871 StaM| 210.00000 1652.91| | GRAVEL EMBEDMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 21 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(7) 3606 | | |DOBSON BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 2020.00 58.000 m2 | 30.00000 1740.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0066 2021.00 2.000 EACH| 52.50000 105.00| | MAILBOX POST | | | 0067 3012.06 153.700 m | 79.49000 12217.61| | CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0068 3017.40 146.000 m2 | 44.10000 6438.60| | CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0069 3019.23 1.000 EACH| 682.50000 682.50| | CONCRETE CLASS 47B-25 ISLAND NOSE | | | 0070 4024.55 25.100 m | 183.75000 4612.13| | FLUME SPILLWAY | | | 0071 4024.70 3.000 EACH| 2625.00000 7875.00| | CONCRETE FLUME, TYPE I | | | 0072 4024.73 6.000 EACH| 2782.50000 16695.00| | CONCRETE FLUME, TYPE IV | | | 0073 4763.26 20.000 EACH| 210.00000 4200.00| | UNDERDRAIN HEADWALL | | | 0074 4764.35 144.000 m | 29.19000 4203.36| | 100 mm PERFORATED PIPE UNDERDRAIN | | | 0075 8022.00 80.765 Mg | 136.50000 11024.42| | HYDRATED LIME | | | 0076 8101.50 6009.000 m2 | 4.53000 27220.77| | STABILIZED SUBGRADE | | | 0077 8111.00 16.743 StaM| 236.25000 3955.53| | SHOULDER SUBGRADE PREPARATION | | | 0078 9000.75 750.000 Mg | 13.82000 10365.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP2 | | | 0079 9005.00 1200.000 Mg | 45.00000 54000.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP2 | | | 0080 9005.30 49590.000 Mg | 20.00000 991800.00| | ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0081 9009.00 4331.000 m2 | 2.58000 11173.98| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0082 9009.75 84.000 m2 | 34.59000 2905.56| | TEMPORARY SURFACING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 22 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(7) 3606 | | |DOBSON BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 9020.91 40.500 Mg | 180.00000 7290.00| | PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0084 9021.01 2742.660 Mg | 180.00000 493678.80| | PERFORMANCE GRADED BINDER (64-22) | | | 0085 9030.00 1422.000 m | 12.76000 18144.72| | CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0086 9034.00 1284.000 m2 | 3.47000 4455.48| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0087 9053.00 109322.000 L | 0.28000 30610.16| | TACK COAT | | | 0088 9111.00 980.000 kL | 3.15000 3087.00| | WATER | | | 0089 9170.00 293.329 StaM| 191.10000 56055.17| | EARTH SHOULDER CONSTRUCTION | | | 0090 9173.15 274.776 StaM| 122.62000 33693.03| | TRENCHED WIDENING | | | 0091 9179.23 148.537 StaM| 508.07000 75467.19| | COLD MILLING, CLASS 3 | | | 0092 9188.50 3960.000 m2 | 19.80000 78408.00| | SURFACING UNDER GUARDRAIL | | | 0093 9300.50 14.900 LS | 6091.31000 6091.31| | ASPHALT PAVEMENT SMOOTHNESS TESTING | | | SECTION TOTALS | $ 2,206,115.65| | ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0094 0001.08 31522.000 BDAY| 0.50000 15761.00| | BARRICADE, TYPE II | | | 0095 0001.10 1240.000 BDAY| 1.26000 1562.40| | BARRICADE, TYPE III | | | 0096 0001.30 612.000 LDAY| 1.05000 642.60| | TYPE B HIGH INTENSITY WARNING LIGHT | | | 0097 0001.75 630.000 EACH| 4.20000 2646.00| | TEMPORARY SIGN DAY | | | 0098 0001.90 7370.000 EACH| 0.47000 3463.90| | SIGN DAY | | | 0099 0002.30 270.000 m | 1.72000 464.40| | PAVEMENT MARKING REMOVAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02 PAGE : 23 TABULATION OF BIDS CALL ORDER : F14 CONTRACT ID : 3339 COUNTIES : KNOX LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3 PROJECT(S) : EACSTPD-14-4(107) ==================================================================================================================================== |(7) 3606 | | |DOBSON BROTHERS CONSTRUCTION| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 0002.39 4050.000 m | 1.79000 7249.50| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0101 0002.47 175.000 m | 4.73000 827.75| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0102 0003.10 90.000 DAY | 173.63000 15626.70| | FLAGGING | | | 0103 0003.20 30.000 DAY | 234.88000 7046.40| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0104 0003.51 117.000 m | 52.50000 6142.50| | INSTALL CONCRETE PROTECTION BARRIER | | | 0105 0003.56 117.000 m | 11.55000 1351.35| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0106 0010.04 1.000 EACH| 1282.88000 1282.88| | FIELD OFFICE | | | 0107 0030.00 LUMP| 3150.00000 3150.00| | MOBILIZATION | | | 0108 9110.01 55.000 HOUR| 65.00000 3575.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0109 9110.02 55.000 HOUR| 65.00000 3575.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0110 9110.03 55.000 HOUR| 50.00000 2750.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0111 9110.07 55.000 HOUR| 37.00000 2035.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 79,152.38| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,628,445.14| | ====================================================================================================================================