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11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F45 CONTRACT ID : 2007Y COUNTIES : WASHINGTON LETTING DATE : 11/13/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : PLH-3840(9) ON A COUNTY ROAD SOUTHEAST OF FORT CALHOUN -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,803,951.11 100.0000% 2 0086 HENNINGSEN CONST., INC. $ 2,083,721.65 115.5088% 3 1661 U.S. ASPHALT CO. $ 2,149,899.11 119.1772% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F45 -3 TABULATION OF BIDS CALL ORDER : F45 CONTRACT ID : 2007Y COUNTIES : WASHINGTON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0086 |( 3 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. 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| 3500.00000 3500.00| 8750.00000 8750.00| 3112.79000 3112.79 MOBILIZATION | | | 0002 1000.00 205.000 EACH| 20.50000 4202.50| 20.00000 4100.00| 20.75000 4253.75 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 33000.00000 33000.00| 36800.00000 36800.00| 33203.04000 33203.04 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 39015.000 CY | 1.80000 70227.00| 1.75000 68276.25| 1.82000 71007.30 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 285.000 MGAL| 8.00000 2280.00| 8.00000 2280.00| 8.00000 2280.00 WATER | | | 0006 1030.00 71434.000 CY | 2.00000 142868.00| 2.08000 148582.72| 2.05000 146439.70 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1043.50 10.000 SY | 6.00000 60.00| 5.00000 50.00| 5.19000 51.90 RIPRAP FILTER FABRIC | | | 0008 1102.00 724.000 SY | 3.40000 2461.60| 3.40000 2461.60| 3.53000 2555.72 REMOVE ASPHALT SURFACE | | | 0009 1116.00 13.000 EACH| 20.00000 260.00| 20.00000 260.00| 20.75000 269.75 REMOVE GUARD POST | | | 0010 1320.18 14.000 LF | 30.00000 420.00| 30.00000 420.00| 31.13000 435.82 18" CORRUGATED METAL PIPE FOR DRIVEWAY | | | CULVERT PIPE | | | 0011 1320.24 440.000 LF | 16.00000 7040.00| 16.00000 7040.00| 16.60000 7304.00 24" CORRUGATED METAL PIPE FOR DRIVEWAY | | | CULVERT PIPE | | | 0012 1320.36 280.000 LF | 27.00000 7560.00| 27.00000 7560.00| 28.02000 7845.60 36" CORRUGATED METAL PIPE FOR DRIVEWAY | | | CULVERT PIPE | | | 0013 6105.02 10.000 TON | 40.00000 400.00| 40.00000 400.00| 41.50000 415.00 ROCK RIPRAP, TYPE B | | | 0014 9110.01 75.000 HOUR| 80.00000 6000.00| 80.00000 6000.00| 70.79000 5309.25 RENTAL OF LOADER, FULLY OPERATED | | | 0015 9110.03 75.000 HOUR| 50.00000 3750.00| 50.00000 3750.00| 54.96000 4122.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0016 9110.06 75.000 HOUR| 80.00000 6000.00| 80.00000 6000.00| 73.93000 5544.75 RENTAL OF BACKHOE, FULLY OPERATED | | | 0017 9110.07 75.000 HOUR| 60.00000 4500.00| 60.00000 4500.00| 45.10000 3382.50 RENTAL OF SKID LOADER, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F45 -4 TABULATION OF BIDS CALL ORDER : F45 CONTRACT ID : 2007Y COUNTIES : WASHINGTON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0086 |( 3 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 L006.00 30.000 ACRE| 50.00000 1500.00| 50.00000 1500.00| 51.88000 1556.40 COVER CROP SEEDING | | | 0019 L022.11 7400.000 LF | 2.00000 14800.00| 2.00000 14800.00| 2.08000 15392.00 FABRIC SILT FENCE-LOW POROSITY | | | 0020 L022.52 48.000 BALE| 10.00000 480.00| 10.00000 480.00| 10.38000 498.24 HAY BALE SILT CHECK | | | SECTION TOTALS | $ 311,309.10| $ 324,010.57| $ 314,979.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0021 0030.40 LUMP| 3500.00000 3500.00| 4567.50000 4567.50| 1083.74000 1083.74 MOBILIZATION | | | 0022 1043.50 16.000 SY | 26.00000 416.00| 5.42000 86.72| 5.62000 89.92 RIPRAP FILTER FABRIC | | | 0023 4044.00 1.000 EACH| 3400.00000 3400.00| 3386.46000 3386.46| 3513.77000 3513.77 PREPARATION OF STRUCTURE AT STA. 109+05 | | | 0024 4050.01 1360.000 CY | 8.75000 11900.00| 6.89000 9370.40| 7.15000 9724.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0025 4051.01 27.000 CY | 43.00000 1161.00| 41.61000 1123.47| 43.17000 1165.59 EXCAVATION FOR BOX CULVERTS | | | 0026 4101.06 36.630 CY | 333.00000 12197.79| 400.27000 14661.89| 346.10000 12677.64 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0027 4151.00 3494.000 LB | 0.97000 3389.18| 0.82000 2865.08| 0.85000 2969.90 REINFORCING STEEL FOR BOX CULVERT | | | 0028 4450.24 1245.000 LF | 34.25000 42641.25| 34.57000 43039.65| 35.87000 44658.15 24" REINFORCED CONCRETE PIPE | | | 0029 4450.36 83.000 LF | 64.00000 5312.00| 67.10000 5569.30| 69.62000 5778.46 36" REINFORCED CONCRETE PIPE | | | 0030 4460.24 52.000 EACH| 406.00000 21112.00| 494.30000 25703.60| 512.88000 26669.76 24" CONCRETE FLARED-END SECTION | | | 0031 4460.36 2.000 EACH| 620.00000 1240.00| 682.62000 1365.24| 708.28000 1416.56 36" CONCRETE FLARED-END SECTION | | | 0032 6105.02 16.000 TON | 46.00000 736.00| 35.20000 563.20| 36.52000 584.32 ROCK RIPRAP, TYPE B | | | SECTION TOTALS | $ 107,005.22| $ 112,302.51| $ 110,331.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F45 -5 TABULATION OF BIDS CALL ORDER : F45 CONTRACT ID : 2007Y COUNTIES : WASHINGTON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0086 |( 3 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.50 LUMP| 500.00000 500.00| 4200.00000 4200.00| 103.76000 103.76 MOBILIZATION | | | 0034 L001.02 30.000 ACRE| 325.00000 9750.00| 324.00000 9720.00| 336.18000 10085.40 SEEDING, TYPE B | | | 0035 L032.75 68.000 TON | 60.00000 4080.00| 60.00000 4080.00| 62.26000 4233.68 MULCH | | | SECTION TOTALS | $ 14,330.00| $ 18,000.00| $ 14,422.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 230+09.75 1-40' SPAN, P/S CONC TWIN TEE BRIDGE | | | 0036 0030.60 LUMP| 5600.00000 5600.00| 8500.00000 8500.00| 5706.77000 5706.77 MOBILIZATION | | | 0037 6000.10 10.000 LS | 5600.00000 5600.00| 5500.00000 5500.00| 5706.77000 5706.77 ABUTMENT NO.1 EXCAVATION | | | 0038 6000.11 10.000 LS | 5600.00000 5600.00| 5500.00000 5500.00| 5706.77000 5706.77 ABUTMENT NO.2 EXCAVATION | | | 0039 6011.11 15.500 LS | 15500.00000 15500.00| 22500.00000 22500.00| 15563.93000 15563.93 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 230+09.75 | | | 0040 6030.00 1.000 EACH| 21000.00000 21000.00| 21000.00000 21000.00| 21789.50000 21789.50 PREPARATION OF BRIDGE AT STA. 230+09.75 | | | 0041 6080.00 1545.000 LB | 6.10000 9424.50| 6.00000 9270.00| 6.23000 9625.35 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0042 6210.11 240.000 LF | 12.00000 2880.00| 12.00000 2880.00| 12.45000 2988.00 HP 8"X36# STEEL PILING | | | 0043 6390.00 100.000 LF | 90.00000 9000.00| 90.00000 9000.00| 93.38000 9338.00 BRIDGE RAIL | | | 0044 6619.40 220.000 SF | 6.75000 1485.00| 6.50000 1430.00| 6.74000 1482.80 METAL DECKING | | | SECTION TOTALS | $ 76,089.50| $ 85,580.00| $ 77,907.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 230+11.5 1-41' SPAN, PREFABRICATED STEEL PEDESTRIAN BRIDGE | | | 0045 0030.60 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 1037.60000 1037.60 MOBILIZATION | | | 0046 6070.50 410.000 LS | 37000.00000 37000.00| 46250.00000 46250.00| 38391.02000 38391.02 PEDESTRIAN BRIDGE AT STA. 230+11.5 | | | SECTION TOTALS | $ 38,500.00| $ 51,250.00| $ 39,428.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F45 -6 TABULATION OF BIDS CALL ORDER : F45 CONTRACT ID : 2007Y COUNTIES : WASHINGTON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0086 |( 3 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 0030.70 LUMP| 200.00000 200.00| 140.00000 140.00| 103.76000 103.76 MOBILIZATION | | | 0048 7020.00 4.000 EACH| 1000.00000 4000.00| 2500.00000 10000.00| 1037.60000 4150.40 BRIDGE APPROACH SECTIONS | | | 0049 7021.70 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1348.87000 5395.48 GUARDRAIL END TREATMENT, SRT-350 | | | SECTION TOTALS | $ 9,400.00| $ 15,340.00| $ 9,649.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0050 0030.90 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 39671.72000 39671.72 MOBILIZATION | | | 0051 2001.03 459.000 TON | 12.00000 5508.00| 14.50000 6655.50| 25.20000 11566.80 GRAVEL SURFACE COURSE | | | 0052 2020.00 264.000 SY | 3.00000 792.00| 13.00000 3432.00| 5.04000 1330.56 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0053 2021.00 12.000 EACH| 75.00000 900.00| 50.00000 600.00| 77.82000 933.84 MAILBOX POST | | | 0054 8101.49 264.905 STA | 515.00000 136426.08| 600.00000 158943.00| 734.62000 194604.51 STABILIZED SUBGRADE | | | 0055 9005.51 31640.000 TON | 20.05000 634382.00| 23.89000 755879.60| 26.92000 851748.80 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0056 9009.00 897.000 SY | 3.00000 2691.00| 7.00000 6279.00| 7.06000 6332.82 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0057 9021.01 1708.560 TON | 163.00000 278495.28| 165.00000 281912.40| 166.85000 285073.24 PERFORMANCE GRADED BINDER (64-22) | | | 0058 9034.00 897.000 SY | 3.00000 2691.00| 4.00000 3588.00| 2.02000 1811.94 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0059 9053.00 7152.000 GAL | 1.00000 7152.00| 0.90000 6436.80| 0.79000 5650.08 TACK COAT | | | 0060 9111.00 241.000 MGAL| 1.00000 241.00| 5.00000 1205.00| 10.08000 2429.28 WATER | | | 0061 9111.10 265.000 MGAL| 25.00000 6625.00| 38.44000 10186.60| 72.39000 19183.35 WATER FOR FLY ASH STABILIZATION | | | 0062 9170.00 448.485 STA | 165.00000 74000.03| 165.00000 74000.03| 171.20000 76780.63 EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F45 -7 TABULATION OF BIDS CALL ORDER : F45 CONTRACT ID : 2007Y COUNTIES : WASHINGTON LETTING DATE : 11/13/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0086 |( 3 ) 1661 |WESTERN ENGINEERING COMPANY |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0063 9190.50 6620.000 TON | 12.90000 85398.00| 22.20000 146964.00| 10.38000 68715.60 FLY ASH | | | SECTION TOTALS | $ 1,236,301.39| $ 1,462,081.93| $ 1,565,833.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0064 0001.10 1462.000 BDAY| 2.00000 2924.00| 2.73000 3991.26| 2.02000 2953.24 BARRICADE, TYPE III | | | 0065 0001.90 1322.000 EACH| 1.00000 1322.00| 0.99000 1308.78| 1.03000 1361.66 SIGN DAY | | | 0066 0001.99 382.000 EACH| 3.20000 1222.40| 3.05000 1165.10| 3.16000 1207.12 CONTRACTOR FURNISHED SIGN DAY | | | 0067 0002.55 265.000 STA | 11.50000 3047.50| 11.10000 2941.50| 11.52000 3052.80 OVERLAY BROKEN LINES | | | 0068 0010.04 1.000 EACH| 1500.00000 1500.00| 2750.00000 2750.00| 1008.14000 1008.14 FIELD OFFICE | | | 0069 0030.00 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 7762.67000 7762.67 MOBILIZATION | | | SECTION TOTALS | $ 11,015.90| $ 15,156.64| $ 17,345.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,803,951.11| $ 2,083,721.65| $ 2,149,899.11 ====================================================================================================================================
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