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01/30/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : STPD-35-4(115) N-35, WAKEFIELD NORTH AND SOUTH. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0875 BROWER CONSTRUCTION CO. $ 1,020,089.78 100.0000% 2 1661 U.S. ASPHALT CO. $ 1,099,077.84 107.7432% 3 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,171,367.18 114.8298% 4 0086 HENNINGSEN CONST., INC. $ 1,191,311.06 116.7849% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -3 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 1661 |( 3 ) 0477 |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN 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| 2500.00000 2500.00| 2550.02000 2550.02| 3000.00000 3000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 2500.00000 2500.00| 2550.02000 2550.02| 2500.00000 2500.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 7180.000 m3 | 3.10000 22258.00| 3.16000 22688.80| 3.20000 22976.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 245.000 kL | 2.00000 490.00| 2.00000 490.00| 2.00000 490.00 WATER | | | 0005 1012.00 10.000 EACH| 70.00000 700.00| 71.40000 714.00| 70.00000 700.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 3269.000 m3 | 3.10000 10133.90| 3.16000 10330.04| 3.20000 10460.80 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1041.00 5387.000 m2 | 1.00000 5387.00| 1.02000 5494.74| 1.00000 5387.00 SALVAGING AND PLACING TOPSOIL | | | 0008 1102.00 256.000 m2 | 3.00000 768.00| 3.06000 783.36| 3.00000 768.00 REMOVE ASPHALT SURFACE | | | 0009 1106.00 241.000 m2 | 3.00000 723.00| 3.06000 737.46| 3.00000 723.00 REMOVE DRIVEWAY | | | 0010 1107.00 27.000 m2 | 3.00000 81.00| 3.06000 82.62| 3.00000 81.00 REMOVE WALK | | | 0011 1128.50 23.000 m2 | 10.00000 230.00| 10.20000 234.60| 10.00000 230.00 REMOVE SLAB | | | 0012 7017.00 429.400 m | 3.00000 1288.20| 3.06000 1313.96| 3.00000 1288.20 REMOVE GUARDRAIL | | | 0013 L006.50 0.500 ha | 9852.55000 4926.28| 9950.18000 4975.09| 9800.00000 4900.00 TEMPORARY SEEDING | | | 0014 L020.00 272.000 m2 | 2.16000 587.52| 2.18000 592.96| 2.20000 598.40 EROSION CONTROL | | | 0015 L020.09 81.000 m2 | 22.57000 1828.17| 22.80000 1846.80| 23.00000 1863.00 EROSION CONTROL, TYPE AAA | | | 0016 L022.11 75.000 m | 18.69000 1401.75| 18.87000 1415.25| 19.00000 1425.00 FABRIC SILT FENCE-LOW POROSITY | | | 0017 L022.75 124.900 m | 21.46000 2680.35| 21.68000 2707.83| 21.50000 2685.35 TEMPORARY SILT CHECK | | | 0018 P406.48 30.000 m | 103.00000 3090.00| 105.06000 3151.80| 105.00000 3150.00 1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | SECTION TOTALS | $ 61,573.17| $ 62,659.35| $ 63,225.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -4 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 1661 |( 3 ) 0477 |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 0030.40 LUMP| 4000.00000 4000.00| 4080.03000 4080.03| 5000.00000 5000.00 MOBILIZATION | | | 0020 4040.00 3.000 EACH| 110.00000 330.00| 112.20000 336.60| 130.00000 390.00 REMOVE HEADWALLS FROM CULVERTS | | | 0021 4044.00 1.000 EACH| 1197.00000 1197.00| 1220.95000 1220.95| 600.00000 600.00 PREPARATION OF STRUCTURE AT STA. 144+44 | | | 8 | | | 0022 4045.00 1.000 EACH| 4988.00000 4988.00| 5087.80000 5087.80| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 128+78.5 | | | 0023 4050.01 15.000 m3 | 30.00000 450.00| 30.60000 459.00| 14.00000 210.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 587.000 m3 | 12.00000 7044.00| 12.24000 7184.88| 13.00000 7631.00 EXCAVATION FOR BOX CULVERTS | | | 0025 4101.06 128.660 m3 | 346.00000 44516.36| 352.92000 45406.69| 360.00000 46317.60 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0026 4107.07 1.000 m3 | 749.00000 749.00| 763.99000 763.99| 575.00000 575.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0027 4151.00 5963.000 kg | 1.50000 8944.50| 1.53000 9123.39| 1.80000 10733.40 REINFORCING STEEL FOR BOX CULVERT | | | 0028 4157.00 25.000 kg | 2.00000 50.00| 2.04000 51.00| 2.20000 55.00 REINFORCING STEEL FOR COLLARS | | | 0029 4310.24 1.000 EACH| 215.00000 215.00| 219.30000 219.30| 250.00000 250.00 600 mm FLARED-END SECTION | | | 0030 4310.36 2.000 EACH| 458.00000 916.00| 467.16000 934.32| 430.00000 860.00 900 mm FLARED-END SECTION | | | 0031 P300.24 5.700 m | 74.00000 421.80| 75.48000 430.24| 80.00000 456.00 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0032 P300.36 2.700 m | 103.00000 278.10| 105.06000 283.66| 110.00000 297.00 900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 74,099.76| $ 75,581.85| $ 76,375.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0033 0030.70 LUMP| 2323.00000 2323.00| 2346.02000 2346.02| 2500.00000 2500.00 MOBILIZATION | | | 0034 6010.28 2.800 m3 | 1060.50000 2969.40| 1071.01000 2998.83| 1050.00000 2940.00 CLASS 47BD-35 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -5 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 1661 |( 3 ) 0477 |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 6020.00 310.000 kg | 5.56000 1723.60| 5.61000 1739.10| 5.50000 1705.00 REINFORCING STEEL FOR BRIDGE | | | 0036 7011.20 106.680 m | 46.44000 4954.22| 46.90000 5003.29| 46.00000 4907.28 W-BEAM GUARDRAIL | | | 0037 7020.00 4.000 EACH| 1666.50000 6666.00| 1683.01000 6732.04| 1700.00000 6800.00 BRIDGE APPROACH SECTIONS | | | 0038 7024.27 4.000 EACH| 1464.50000 5858.00| 1479.01000 5916.04| 1500.00000 6000.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 24,494.22| $ 24,735.32| $ 24,852.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 9 BITUMINOUS | | | 0039 0002.55 177.600 StaM| 22.73000 4036.85| 22.95000 4075.92| 22.50000 3996.00 OVERLAY BROKEN LINES | | | 0040 0002.60 331.200 StaM| 22.73000 7528.18| 22.95000 7601.04| 22.50000 7452.00 OVERLAY SOLID LINES | | | 0041 0030.00 LUMP| 23352.09000 23352.09| 10998.54000 10998.54| 7500.00000 7500.00 MOBILIZATION | | | 0042 2001.00 104.000 m3 | 25.00000 2600.00| 33.35000 3468.40| 36.00000 3744.00 GRAVEL SURFACE COURSE | | | 0043 2020.00 117.000 m2 | 7.00000 819.00| 4.88000 570.96| 5.00000 585.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0044 2021.00 6.000 EACH| 101.00000 606.00| 102.00000 612.00| 100.00000 600.00 MAILBOX POST | | | 0045 3010.42 56.000 m | 101.72000 5696.32| 117.13000 6559.28| 20.00000 1120.00 CONCRETE CURB REPAIR | | | 0046 3016.21 27.000 m2 | 118.40000 3196.80| 61.00000 1647.00| 30.00000 810.00 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0047 9000.75 500.000 Mg | 20.88000 10440.00| 20.56000 10280.00| 23.70000 11850.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0048 9005.00 200.000 Mg | 45.60000 9120.00| 39.03000 7806.00| 33.00000 6600.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0049 9005.45 16633.000 Mg | 20.88000 347297.04| 23.74000 394867.42| 28.25000 469882.25 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0050 9009.00 1840.000 m2 | 3.30000 6072.00| 4.88000 8979.20| 1.50000 2760.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -6 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 1661 |( 3 ) 0477 |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 9009.75 2206.000 m2 | 22.51000 49657.06| 32.21000 71055.26| 38.00000 83828.00 TEMPORARY SURFACING 200 mm | | | 0052 9020.94 27.000 Mg | 241.22000 6512.94| 253.32000 6839.64| 242.44000 6545.88 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0053 9021.08 908.982 Mg | 241.22000 219264.64| 253.32000 230263.32| 242.44000 220373.60 PERFORMANCE GRADED BINDER (64-28) | | | 0054 9053.00 61370.000 L | 0.10000 6137.00| 0.20000 12274.00| 0.27000 16569.90 TACK COAT | | | 0055 9111.00 356.000 kL | 2.00000 712.00| 2.04000 726.24| 2.00000 712.00 WATER | | | 0056 9170.00 115.890 StaM| 233.00000 27002.37| 237.66000 27542.42| 233.00000 27002.37 EARTH SHOULDER CONSTRUCTION | | | 0057 9173.15 113.070 StaM| 137.96000 15599.14| 78.60000 8887.30| 160.00000 18091.20 TRENCHED WIDENING | | | 0058 9173.20 635.000 m2 | 1.80000 1143.00| 2.44000 1549.40| 5.00000 3175.00 SUBGRADE PREPARATION | | | 0059 9179.33 48823.000 m2 | 0.87000 42476.01| 0.97000 47358.31| 0.85000 41499.55 COLD MILLING, CLASS 3 | | | 0060 9188.50 355.000 m2 | 30.00000 10650.00| 20.74000 7362.70| 32.00000 11360.00 SURFACING UNDER GUARDRAIL | | | 0061 9300.52 5.920 LS | 3000.00000 3000.00| 1224.01000 1224.01| 2000.00000 2000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0062 L001.01 0.500 ha | 1990.71000 995.36| 2010.44000 1005.22| 1980.00000 990.00 SEEDING, TYPE A | | | 0063 L001.02 4.000 ha | 1923.04000 7692.16| 1942.10000 7768.40| 1910.00000 7640.00 SEEDING, TYPE B | | | 0064 L032.75 23.000 Mg | 116.15000 2671.45| 117.30000 2697.90| 116.00000 2668.00 MULCH | | | SECTION TOTALS | $ 814,277.41| $ 884,019.88| $ 959,354.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0065 0001.08 11810.000 BDAY| 0.50000 5905.00| 0.50000 5905.00| 0.50000 5905.00 BARRICADE, TYPE II | | | 0066 0001.10 924.000 BDAY| 2.02000 1866.48| 2.04000 1884.96| 2.00000 1848.00 BARRICADE, TYPE III | | | 0067 0001.75 260.000 EACH| 4.04000 1050.40| 4.08000 1060.80| 5.00000 1300.00 TEMPORARY SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -7 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 1661 |( 3 ) 0477 |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 0001.90 5094.000 EACH| 0.51000 2597.94| 0.51000 2597.94| 0.60000 3056.40 SIGN DAY | | | 0069 0001.99 360.000 EACH| 4.04000 1454.40| 4.08000 1468.80| 5.00000 1800.00 CONTRACTOR FURNISHED SIGN DAY | | | 0070 0002.30 250.000 m | 3.03000 757.50| 3.06000 765.00| 3.00000 750.00 PAVEMENT MARKING REMOVAL | | | 0071 0002.39 2250.000 m | 3.03000 6817.50| 3.06000 6885.00| 3.00000 6750.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0072 0002.47 1000.000 m | 2.02000 2020.00| 2.04000 2040.00| 2.00000 2000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0073 0003.10 50.000 DAY | 200.00000 10000.00| 177.71000 8885.50| 205.00000 10250.00 FLAGGING | | | 0074 0003.20 20.000 DAY | 280.00000 5600.00| 236.51000 4730.20| 300.00000 6000.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0075 0010.04 1.000 EACH| 2000.00000 2000.00| 2040.02000 2040.02| 1500.00000 1500.00 FIELD OFFICE | | | 0076 0030.10 LUMP| 1.00000 1.00| 9566.87000 9566.87| 1200.00000 1200.00 MOBILIZATION | | | 0077 9110.01 25.000 HOUR| 65.00000 1625.00| 50.12000 1253.00| 65.00000 1625.00 RENTAL OF LOADER, FULLY OPERATED | | | 0078 9110.02 20.000 HOUR| 65.00000 1300.00| 44.52000 890.40| 65.00000 1300.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0079 9110.03 25.000 HOUR| 50.00000 1250.00| 39.96000 999.00| 45.00000 1125.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0080 9110.06 5.000 HOUR| 55.00000 275.00| 49.94000 249.70| 55.00000 275.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0081 9110.07 25.000 HOUR| 45.00000 1125.00| 34.37000 859.25| 35.00000 875.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 45,645.22| $ 52,081.44| $ 47,559.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,020,089.78| $ 1,099,077.84| $ 1,171,367.18 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -8 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( ) |( ) |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 0030.10 LUMP| 2500.00000 2500.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 2500.00000 2500.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 7180.000 m3 | 3.10000 22258.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 245.000 kL | 2.00000 490.00| | WATER | | | 0005 1012.00 10.000 EACH| 70.00000 700.00| | RIGHT-OF-WAY MARKERS | | | 0006 1030.00 3269.000 m3 | 3.10000 10133.90| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1041.00 5387.000 m2 | 1.00000 5387.00| | SALVAGING AND PLACING TOPSOIL | | | 0008 1102.00 256.000 m2 | 3.00000 768.00| | REMOVE ASPHALT SURFACE | | | 0009 1106.00 241.000 m2 | 3.00000 723.00| | REMOVE DRIVEWAY | | | 0010 1107.00 27.000 m2 | 3.00000 81.00| | REMOVE WALK | | | 0011 1128.50 23.000 m2 | 10.00000 230.00| | REMOVE SLAB | | | 0012 7017.00 429.400 m | 3.00000 1288.20| | REMOVE GUARDRAIL | | | 0013 L006.50 0.500 ha | 9755.00000 4877.50| | TEMPORARY SEEDING | | | 0014 L020.00 272.000 m2 | 2.14000 582.08| | EROSION CONTROL | | | 0015 L020.09 81.000 m2 | 22.35000 1810.35| | EROSION CONTROL, TYPE AAA | | | 0016 L022.11 75.000 m | 18.50000 1387.50| | FABRIC SILT FENCE-LOW POROSITY | | | 0017 L022.75 124.900 m | 21.25000 2654.13| | TEMPORARY SILT CHECK | | | 0018 P406.48 30.000 m | 103.00000 3090.00| | 1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | SECTION TOTALS | $ 61,460.66| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -9 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 0030.40 LUMP| 4000.00000 4000.00| | MOBILIZATION | | | 0020 4040.00 3.000 EACH| 110.00000 330.00| | REMOVE HEADWALLS FROM CULVERTS | | | 0021 4044.00 1.000 EACH| 1197.00000 1197.00| | PREPARATION OF STRUCTURE AT STA. 144+44 | | | 8 | | | 0022 4045.00 1.000 EACH| 4988.00000 4988.00| | REMOVE STRUCTURE AT STA. 128+78.5 | | | 0023 4050.01 15.000 m3 | 30.00000 450.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 587.000 m3 | 12.00000 7044.00| | EXCAVATION FOR BOX CULVERTS | | | 0025 4101.06 128.660 m3 | 346.00000 44516.36| | CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0026 4107.07 1.000 m3 | 749.00000 749.00| | CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0027 4151.00 5963.000 kg | 1.50000 8944.50| | REINFORCING STEEL FOR BOX CULVERT | | | 0028 4157.00 25.000 kg | 2.00000 50.00| | REINFORCING STEEL FOR COLLARS | | | 0029 4310.24 1.000 EACH| 215.00000 215.00| | 600 mm FLARED-END SECTION | | | 0030 4310.36 2.000 EACH| 458.00000 916.00| | 900 mm FLARED-END SECTION | | | 0031 P300.24 5.700 m | 74.00000 421.80| | 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0032 P300.36 2.700 m | 103.00000 278.10| | 900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 74,099.76| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0033 0030.70 LUMP| 2300.00000 2300.00| | MOBILIZATION | | | 0034 6010.28 2.800 m3 | 1050.00000 2940.00| | CLASS 47BD-35 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -10 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 6020.00 310.000 kg | 5.50000 1705.00| | REINFORCING STEEL FOR BRIDGE | | | 0036 7011.20 106.680 m | 45.98000 4905.15| | W-BEAM GUARDRAIL | | | 0037 7020.00 4.000 EACH| 1650.00000 6600.00| | BRIDGE APPROACH SECTIONS | | | 0038 7024.27 4.000 EACH| 1450.00000 5800.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 24,250.15| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 9 BITUMINOUS | | | 0039 0002.55 177.600 StaM| 28.00000 4972.80| | OVERLAY BROKEN LINES | | | 0040 0002.60 331.200 StaM| 28.00000 9273.60| | OVERLAY SOLID LINES | | | 0041 0030.00 LUMP| 21000.00000 21000.00| | MOBILIZATION | | | 0042 2001.00 104.000 m3 | 22.00000 2288.00| | GRAVEL SURFACE COURSE | | | 0043 2020.00 117.000 m2 | 7.00000 819.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0044 2021.00 6.000 EACH| 60.00000 360.00| | MAILBOX POST | | | 0045 3010.42 56.000 m | 100.00000 5600.00| | CONCRETE CURB REPAIR | | | 0046 3016.21 27.000 m2 | 50.00000 1350.00| | CONCRETE CLASS 47B-20 SIDEWALKS | | | 0047 9000.75 500.000 Mg | 20.00000 10000.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0048 9005.00 200.000 Mg | 60.00000 12000.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0049 9005.45 16633.000 Mg | 28.17000 468551.61| | ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0050 9009.00 1840.000 m2 | 1.50000 2760.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -11 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 9009.75 2206.000 m2 | 46.50000 102579.00| | TEMPORARY SURFACING 200 mm | | | 0052 9020.94 27.000 Mg | 240.00000 6480.00| | PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0053 9021.08 908.982 Mg | 240.00000 218155.68| | PERFORMANCE GRADED BINDER (64-28) | | | 0054 9053.00 61370.000 L | 0.25000 15342.50| | TACK COAT | | | 0055 9111.00 356.000 kL | 3.00000 1068.00| | WATER | | | 0056 9170.00 115.890 StaM| 200.00000 23178.00| | EARTH SHOULDER CONSTRUCTION | | | 0057 9173.15 113.070 StaM| 75.00000 8480.25| | TRENCHED WIDENING | | | 0058 9173.20 635.000 m2 | 2.00000 1270.00| | SUBGRADE PREPARATION | | | 0059 9179.33 48823.000 m2 | 0.85000 41499.55| | COLD MILLING, CLASS 3 | | | 0060 9188.50 355.000 m2 | 2.80000 994.00| | SURFACING UNDER GUARDRAIL | | | 0061 9300.52 5.920 LS | 1000.00000 1000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0062 L001.01 0.500 ha | 1971.00000 985.50| | SEEDING, TYPE A | | | 0063 L001.02 4.000 ha | 1904.00000 7616.00| | SEEDING, TYPE B | | | 0064 L032.75 23.000 Mg | 115.00000 2645.00| | MULCH | | | SECTION TOTALS | $ 970,268.49| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0065 0001.08 11810.000 BDAY| 0.50000 5905.00| | BARRICADE, TYPE II | | | 0066 0001.10 924.000 BDAY| 2.00000 1848.00| | BARRICADE, TYPE III | | | 0067 0001.75 260.000 EACH| 2.00000 520.00| | TEMPORARY SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F08 -12 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 3219 COUNTIES : DIXON WAYNE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 0001.90 5094.000 EACH| 1.00000 5094.00| | SIGN DAY | | | 0069 0001.99 360.000 EACH| 1.50000 540.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0070 0002.30 250.000 m | 3.00000 750.00| | PAVEMENT MARKING REMOVAL | | | 0071 0002.39 2250.000 m | 4.10000 9225.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0072 0002.47 1000.000 m | 3.00000 3000.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0073 0003.10 50.000 DAY | 225.00000 11250.00| | FLAGGING | | | 0074 0003.20 20.000 DAY | 300.00000 6000.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0075 0010.04 1.000 EACH| 1000.00000 1000.00| | FIELD OFFICE | | | 0076 0030.10 LUMP| 11000.00000 11000.00| | MOBILIZATION | | | 0077 9110.01 25.000 HOUR| 35.00000 875.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0078 9110.02 20.000 HOUR| 85.00000 1700.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0079 9110.03 25.000 HOUR| 45.00000 1125.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0080 9110.06 5.000 HOUR| 55.00000 275.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0081 9110.07 25.000 HOUR| 45.00000 1125.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 61,232.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,191,311.06| $ 0.00| $ ====================================================================================================================================
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