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12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 DISTRICT : 8 CONTRACT DESCRIPTION : PROJECT(S) : NH-281-3(107) ON US-281 SOUTH OF BARTLETT. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,705,230.30 100.0000% 2 0875 BROWER CONSTRUCTION CO. $ 2,728,739.23 100.8690% 3 0083 WERNER CONSTRUCTION, INC. $ 2,755,614.03 101.8625% 4 0086 HENNINGSEN CONST., INC. $ 2,799,616.68 103.4890% 5 2252 PAULSEN, INC. $ 2,897,223.29 107.0971% 6 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 3,048,863.40 112.7025% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -3 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, 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| 2100.00000 2100.00| 10000.00000 10000.00| 10000.00000 10000.00 MOBILIZATION | | | 0002 1000.00 5.000 EACH| 155.00000 775.00| 600.00000 3000.00| 600.00000 3000.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5100.00000 5100.00| 7000.00000 7000.00| 7000.00000 7000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 151184.000 m3 | 1.30000 196539.20| 1.75000 264572.00| 1.75000 264572.00 EXCAVATION | | | 0005 1011.00 2669.000 kL | 2.00000 5338.00| 2.00000 5338.00| 2.00000 5338.00 WATER | | | 0006 1012.00 285.000 EACH| 61.00000 17385.00| 59.00000 16815.00| 70.00000 19950.00 RIGHT-OF-WAY MARKERS | | | 0007 1013.00 12.000 EACH| 31.00000 372.00| 18.00000 216.00| 30.00000 360.00 RESET RIGHT-OF-WAY MARKERS | | | 0008 1015.00 12.000 EACH| 21.00000 252.00| 35.00000 420.00| 30.00000 360.00 REMOVE RIGHT-OF-WAY MARKERS | | | 0009 1040.00 363100.000 m2 | 0.31000 112561.00| 0.26000 94406.00| 0.26000 94406.00 SLOPE PROTECTION | | | 0010 1040.06 399.000 Mg | 101.00000 40299.00| 110.00000 43890.00| 110.00000 43890.00 SLOPE PROTECTION MULCH | | | 0011 1041.00 363100.000 m2 | 0.41000 148871.00| 0.26000 94406.00| 0.26000 94406.00 SALVAGING AND PLACING TOPSOIL | | | 0012 1701.24 125.000 m | 55.00000 6875.00| 39.50000 4937.50| 39.50000 4937.50 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0013 L020.01 589.260 m2 | 7.10000 4183.75| 6.00000 3535.56| 6.00000 3535.56 EROSION CONTROL, TYPE A | | | 0014 L020.03 2892.820 m2 | 2.55000 7376.69| 2.50000 7232.05| 2.50000 7232.05 EROSION CONTROL, TYPE C | | | 0015 L020.20 26218.330 m2 | 0.56000 14682.26| 0.65000 17041.91| 0.65000 17041.91 SLOPE PROTECTION NETTING | | | 0016 L021.01 38.000 BALE| 25.50000 969.00| 21.00000 798.00| 21.00000 798.00 EROSION CHECKS, TYPE A | | | 0017 L021.03 133.000 BALE| 23.50000 3125.50| 19.00000 2527.00| 19.00000 2527.00 EROSION CHECKS, TYPE C | | | 0018 L022.11 3750.000 m | 9.20000 34500.00| 6.46000 24225.00| 6.84000 25650.00 FABRIC SILT FENCE-LOW POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -4 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L022.75 224.000 m | 20.50000 4592.00| 17.17000 3846.08| 12.00000 2688.00 TEMPORARY SILT CHECK | | | 0020 L030.75 4366.000 m3 | 11.00000 48026.00| 7.80000 34054.80| 7.80000 34054.80 MANURE TOPDRESSING | | | SECTION TOTALS | $ 653,922.40| $ 638,260.90| $ 641,746.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 5600.00000 5600.00| 5500.00000 5500.00| 5500.00000 5500.00 MOBILIZATION | | | 0022 4035.00 12.000 EACH| 102.00000 1224.00| 100.00000 1200.00| 100.00000 1200.00 REMOVE FLARED-END SECTION | | | 0023 4040.00 48.000 EACH| 103.00000 4944.00| 100.00000 4800.00| 100.00000 4800.00 REMOVE HEADWALLS FROM CULVERTS | | | 0024 4044.00 1.000 EACH| 4100.00000 4100.00| 4000.00000 4000.00| 4000.00000 4000.00 PREPARATION OF STRUCTURE AT STA. 777+92 | | | 2 | | | 0025 4044.01 1.000 EACH| 4100.00000 4100.00| 4000.00000 4000.00| 4000.00000 4000.00 PREPARATION OF STRUCTURE AT STA. 799+58 | | | 1 | | | 0026 4050.01 142.000 m3 | 20.50000 2911.00| 20.00000 2840.00| 20.00000 2840.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0027 4051.01 175.000 m3 | 20.50000 3587.50| 20.00000 3500.00| 20.00000 3500.00 EXCAVATION FOR BOX CULVERTS | | | 0028 4101.06 144.860 m3 | 435.00000 63014.10| 425.00000 61565.50| 425.00000 61565.50 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0029 4151.00 9670.000 kg | 1.55000 14988.50| 1.50000 14505.00| 1.50000 14505.00 REINFORCING STEEL FOR BOX CULVERT | | | 0030 4310.24 52.000 EACH| 200.00000 10400.00| 195.00000 10140.00| 195.00000 10140.00 600 mm FLARED-END SECTION | | | 0031 4310.30 6.000 EACH| 280.00000 1680.00| 275.00000 1650.00| 275.00000 1650.00 750 mm FLARED-END SECTION | | | 0032 4310.72 2.000 EACH| 1725.00000 3450.00| 1700.00000 3400.00| 1700.00000 3400.00 1800 mm FLARED-END SECTION | | | 0033 P300.24 292.700 m | 63.00000 18440.10| 62.00000 18147.40| 62.00000 18147.40 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0034 P300.30 37.700 m | 83.00000 3129.10| 82.00000 3091.40| 82.00000 3091.40 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -5 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 P300.72 13.400 m | 380.00000 5092.00| 375.00000 5025.00| 375.00000 5025.00 1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 146,660.30| $ 143,364.30| $ 143,364.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 9 BITUMINOUS | | | 0036 0030.90 LUMP| 35000.00000 35000.00| 63280.13000 63280.13| 137000.00000 137000.00 MOBILIZATION | | | 0037 1020.03 7.000 EACH| 16.00000 112.00| 15.15000 106.05| 20.00000 140.00 DELINEATOR, TYPE III | | | 0038 2001.00 100.000 m3 | 15.00000 1500.00| 15.00000 1500.00| 15.00000 1500.00 GRAVEL SURFACE COURSE | | | 0039 2021.00 2.000 EACH| 55.00000 110.00| 50.50000 101.00| 50.00000 100.00 MAILBOX POST | | | 0040 8111.00 291.027 StaM| 100.00000 29102.70| 268.00000 77995.24| 290.00000 84397.83 SHOULDER SUBGRADE PREPARATION | | | 0041 9000.75 100.000 Mg | 24.00000 2400.00| 24.24000 2424.00| 23.35000 2335.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0042 9005.00 500.000 Mg | 29.00000 14500.00| 50.95000 25475.00| 33.35000 16675.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0043 9005.23 15700.000 Mg | 16.95000 266115.00| 17.96000 281972.00| 15.59000 244763.00 ASPHALTIC CONCRETE, TYPE SPS | | | 0044 9005.45 29590.000 Mg | 25.25000 747147.50| 24.24000 717261.60| 23.35000 690926.50 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0045 9009.00 2529.000 m2 | 3.00000 7587.00| 3.00000 7587.00| 3.50000 8851.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0046 9020.94 5.400 Mg | 246.00000 1328.40| 245.47000 1325.54| 245.00000 1323.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0047 9021.03 847.800 Mg | 194.00000 164473.20| 195.31000 165583.82| 194.00000 164473.20 PERFORMANCE GRADED BINDER (58-28) | | | 0048 9021.08 1597.860 Mg | 246.00000 393073.56| 245.47000 392226.69| 245.00000 391475.70 PERFORMANCE GRADED BINDER (64-28) | | | 0049 9034.00 2529.000 m2 | 2.00000 5058.00| 2.00000 5058.00| 2.50000 6322.50 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -6 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 9053.00 126130.000 L | 0.28000 35316.40| 0.19000 23964.70| 0.26000 32793.80 TACK COAT | | | 0051 9111.00 1746.000 kL | 3.00000 5238.00| 3.00000 5238.00| 2.50000 4365.00 WATER | | | 0052 9179.23 146.138 StaM| 350.00000 51148.30| 317.06000 46334.51| 320.00000 46764.16 COLD MILLING, CLASS 3 | | | 0053 9300.52 14.614 LS | 4525.00000 4525.00| 3500.00000 3500.00| 4500.00000 4500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,763,735.06| $ 1,820,933.28| $ 1,838,706.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0054 0001.08 14000.000 BDAY| 0.50000 7000.00| 0.50000 7000.00| 0.50000 7000.00 BARRICADE, TYPE II | | | 0055 0001.10 814.000 BDAY| 4.00000 3256.00| 0.76000 618.64| 2.50000 2035.00 BARRICADE, TYPE III | | | 0056 0001.75 490.000 EACH| 6.00000 2940.00| 1.00000 490.00| 2.00000 980.00 TEMPORARY SIGN DAY | | | 0057 0001.90 13168.000 EACH| 0.80000 10534.40| 0.71000 9349.28| 0.60000 7900.80 SIGN DAY | | | 0058 0001.99 63.000 EACH| 3.75000 236.25| 2.02000 127.26| 2.00000 126.00 CONTRACTOR FURNISHED SIGN DAY | | | 0059 0002.55 436.770 StaM| 19.00000 8298.63| 28.28000 12351.86| 30.00000 13103.10 OVERLAY BROKEN LINES | | | 0060 0002.60 873.540 StaM| 19.00000 16597.26| 28.28000 24703.71| 33.00000 28826.82 OVERLAY SOLID LINES | | | 0061 0003.10 100.000 DAY | 210.00000 21000.00| 200.00000 20000.00| 195.00000 19500.00 FLAGGING | | | 0062 0003.20 35.000 DAY | 310.00000 10850.00| 280.00000 9800.00| 295.00000 10325.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0063 0010.04 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 1750.00000 1750.00 FIELD OFFICE | | | 0064 0030.00 LUMP| 30000.00000 30000.00| 4040.00000 4040.00| 5000.00000 5000.00 MOBILIZATION | | | 0065 9110.01 150.000 HOUR| 55.00000 8250.00| 65.00000 9750.00| 65.00000 9750.00 RENTAL OF LOADER, FULLY OPERATED | | | 0066 9110.02 40.000 HOUR| 55.00000 2200.00| 65.00000 2600.00| 75.00000 3000.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0067 9110.03 150.000 HOUR| 40.00000 6000.00| 55.00000 8250.00| 50.00000 7500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -7 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0477 |( 2 ) 0875 |( 3 ) 0083 |WESTERN ENGINEERING COMPANY |BROWER CONSTRUCTION CO. |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 9110.06 110.000 HOUR| 50.00000 5500.00| 60.00000 6600.00| 75.00000 8250.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0069 9110.07 150.000 HOUR| 35.00000 5250.00| 50.00000 7500.00| 45.00000 6750.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 140,912.54| $ 126,180.75| $ 131,796.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,705,230.30| $ 2,728,739.23| $ 2,755,614.03 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -8 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION 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| 10000.00000 10000.00| 2000.00000 2000.00| 50000.00000 50000.00 MOBILIZATION | | | 0002 1000.00 5.000 EACH| 600.00000 3000.00| 150.00000 750.00| 612.00000 3060.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 7140.00000 7140.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 151184.000 m3 | 1.84000 278178.56| 1.27000 192003.68| 1.79000 270619.36 EXCAVATION | | | 0005 1011.00 2669.000 kL | 2.00000 5338.00| 2.00000 5338.00| 2.00000 5338.00 WATER | | | 0006 1012.00 285.000 EACH| 59.00000 16815.00| 60.00000 17100.00| 71.40000 20349.00 RIGHT-OF-WAY MARKERS | | | 0007 1013.00 12.000 EACH| 18.00000 216.00| 30.00000 360.00| 30.60000 367.20 RESET RIGHT-OF-WAY MARKERS | | | 0008 1015.00 12.000 EACH| 35.00000 420.00| 20.00000 240.00| 30.60000 367.20 REMOVE RIGHT-OF-WAY MARKERS | | | 0009 1040.00 363100.000 m2 | 0.26000 94406.00| 0.30000 108930.00| 0.27000 98037.00 SLOPE PROTECTION | | | 0010 1040.06 399.000 Mg | 110.00000 43890.00| 100.00000 39900.00| 112.20000 44767.80 SLOPE PROTECTION MULCH | | | 0011 1041.00 363100.000 m2 | 0.26000 94406.00| 0.40000 145240.00| 0.27000 98037.00 SALVAGING AND PLACING TOPSOIL | | | 0012 1701.24 125.000 m | 39.50000 4937.50| 54.00000 6750.00| 40.29000 5036.25 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0013 L020.01 589.260 m2 | 6.00000 3535.56| 7.00000 4124.82| 6.12000 3606.27 EROSION CONTROL, TYPE A | | | 0014 L020.03 2892.820 m2 | 2.50000 7232.05| 2.50000 7232.05| 2.55000 7376.69 EROSION CONTROL, TYPE C | | | 0015 L020.20 26218.330 m2 | 0.65000 17041.91| 0.55000 14420.08| 0.66000 17304.10 SLOPE PROTECTION NETTING | | | 0016 L021.01 38.000 BALE| 21.00000 798.00| 25.00000 950.00| 21.42000 813.96 EROSION CHECKS, TYPE A | | | 0017 L021.03 133.000 BALE| 19.00000 2527.00| 23.00000 3059.00| 19.38000 2577.54 EROSION CHECKS, TYPE C | | | 0018 L022.11 3750.000 m | 7.00000 26250.00| 9.00000 33750.00| 6.98000 26175.00 FABRIC SILT FENCE-LOW POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -9 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L022.75 224.000 m | 17.00000 3808.00| 20.00000 4480.00| 17.34000 3884.16 TEMPORARY SILT CHECK | | | 0020 L030.75 4366.000 m3 | 7.80000 34054.80| 9.69000 42306.54| 7.96000 34753.36 MANURE TOPDRESSING | | | SECTION TOTALS | $ 653,854.38| $ 633,934.17| $ 699,609.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 5500.00000 5500.00| 4500.00000 4500.00| 10000.00000 10000.00 MOBILIZATION | | | 0022 4035.00 12.000 EACH| 100.00000 1200.00| 165.00000 1980.00| 102.00000 1224.00 REMOVE FLARED-END SECTION | | | 0023 4040.00 48.000 EACH| 100.00000 4800.00| 125.00000 6000.00| 102.00000 4896.00 REMOVE HEADWALLS FROM CULVERTS | | | 0024 4044.00 1.000 EACH| 4000.00000 4000.00| 3589.00000 3589.00| 4080.00000 4080.00 PREPARATION OF STRUCTURE AT STA. 777+92 | | | 2 | | | 0025 4044.01 1.000 EACH| 4000.00000 4000.00| 4500.00000 4500.00| 4080.00000 4080.00 PREPARATION OF STRUCTURE AT STA. 799+58 | | | 1 | | | 0026 4050.01 142.000 m3 | 20.00000 2840.00| 14.50000 2059.00| 20.40000 2896.80 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0027 4051.01 175.000 m3 | 20.00000 3500.00| 19.00000 3325.00| 20.40000 3570.00 EXCAVATION FOR BOX CULVERTS | | | 0028 4101.06 144.860 m3 | 446.25000 64643.78| 396.56000 57445.68| 433.50000 62796.81 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0029 4151.00 9670.000 kg | 1.58000 15278.60| 1.44000 13924.80| 1.53000 14795.10 REINFORCING STEEL FOR BOX CULVERT | | | 0030 4310.24 52.000 EACH| 195.00000 10140.00| 212.00000 11024.00| 198.90000 10342.80 600 mm FLARED-END SECTION | | | 0031 4310.30 6.000 EACH| 275.00000 1650.00| 264.00000 1584.00| 280.50000 1683.00 750 mm FLARED-END SECTION | | | 0032 4310.72 2.000 EACH| 1700.00000 3400.00| 1450.00000 2900.00| 1734.00000 3468.00 1800 mm FLARED-END SECTION | | | 0033 P300.24 292.700 m | 62.00000 18147.40| 79.14000 23164.28| 63.24000 18510.35 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0034 P300.30 37.700 m | 82.00000 3091.40| 95.16000 3587.53| 83.64000 3153.23 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -10 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 P300.72 13.400 m | 375.00000 5025.00| 228.00000 3055.20| 382.50000 5125.50 1800 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 147,216.18| $ 142,638.49| $ 150,621.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 9 BITUMINOUS | | | 0036 0030.90 LUMP| 47000.00000 47000.00| 42860.00000 42860.00| 150000.00000 150000.00 MOBILIZATION | | | 0037 1020.03 7.000 EACH| 15.00000 105.00| 22.35000 156.45| 12.75000 89.25 DELINEATOR, TYPE III | | | 0038 2001.00 100.000 m3 | 34.00000 3400.00| 23.00000 2300.00| 26.69000 2669.00 GRAVEL SURFACE COURSE | | | 0039 2021.00 2.000 EACH| 55.00000 110.00| 43.50000 87.00| 51.00000 102.00 MAILBOX POST | | | 0040 8111.00 291.027 StaM| 135.00000 39288.65| 232.00000 67518.26| 273.36000 79555.14 SHOULDER SUBGRADE PREPARATION | | | 0041 9000.75 100.000 Mg | 25.92000 2592.00| 27.00000 2700.00| 29.82000 2982.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0042 9005.00 500.000 Mg | 55.00000 27500.00| 31.80000 15900.00| 51.60000 25800.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0043 9005.23 15700.000 Mg | 16.98000 266586.00| 17.40000 273180.00| 18.30000 287310.00 ASPHALTIC CONCRETE, TYPE SPS | | | 0044 9005.45 29590.000 Mg | 27.67000 818755.30| 27.00000 798930.00| 29.82000 882373.80 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0045 9009.00 2529.000 m2 | 2.50000 6322.50| 2.25000 5690.25| 3.27000 8269.83 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0046 9020.94 5.400 Mg | 246.00000 1328.40| 304.95000 1646.73| 245.00000 1323.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0047 9021.03 847.800 Mg | 207.00000 175494.60| 218.40000 185159.52| 190.00000 161082.00 PERFORMANCE GRADED BINDER (58-28) | | | 0048 9021.08 1597.860 Mg | 246.00000 393073.56| 304.95000 487267.41| 245.00000 391475.70 PERFORMANCE GRADED BINDER (64-28) | | | 0049 9034.00 2529.000 m2 | 2.00000 5058.00| 2.92000 7384.68| 1.12000 2832.48 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -11 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 9053.00 126130.000 L | 0.25000 31532.50| 0.40000 50452.00| 0.29000 36577.70 TACK COAT | | | 0051 9111.00 1746.000 kL | 3.00000 5238.00| 2.70000 4714.20| 3.06000 5342.76 WATER | | | 0052 9179.23 146.138 StaM| 309.40000 45215.10| 406.90000 59463.55| 317.88000 46454.35 COLD MILLING, CLASS 3 | | | 0053 9300.52 14.614 LS | 2000.00000 2000.00| 3500.00000 3500.00| 1500.00000 1500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,870,599.61| $ 2,008,910.05| $ 2,085,739.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0054 0001.08 14000.000 BDAY| 0.50000 7000.00| 0.50000 7000.00| 0.50000 7000.00 BARRICADE, TYPE II | | | 0055 0001.10 814.000 BDAY| 0.75000 610.50| 4.00000 3256.00| 1.02000 830.28 BARRICADE, TYPE III | | | 0056 0001.75 490.000 EACH| 2.00000 980.00| 5.90000 2891.00| 1.02000 499.80 TEMPORARY SIGN DAY | | | 0057 0001.90 13168.000 EACH| 0.80000 10534.40| 0.68000 8954.24| 0.51000 6715.68 SIGN DAY | | | 0058 0001.99 63.000 EACH| 2.11000 132.93| 3.10000 195.30| 0.77000 48.51 CONTRACTOR FURNISHED SIGN DAY | | | 0059 0002.55 436.770 StaM| 28.00000 12229.56| 22.70000 9914.68| 21.42000 9355.61 OVERLAY BROKEN LINES | | | 0060 0002.60 873.540 StaM| 28.00000 24459.12| 22.70000 19829.36| 21.42000 18711.23 OVERLAY SOLID LINES | | | 0061 0003.10 100.000 DAY | 225.00000 22500.00| 190.00000 19000.00| 222.18000 22218.00 FLAGGING | | | 0062 0003.20 35.000 DAY | 300.00000 10500.00| 300.00000 10500.00| 294.68000 10313.80 FURNISHING AND OPERATING PILOT VEHICLE | | | 0063 0010.04 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 500.00000 500.00 FIELD OFFICE | | | 0064 0030.00 LUMP| 7000.00000 7000.00| 500.00000 500.00| 7500.00000 7500.00 MOBILIZATION | | | 0065 9110.01 150.000 HOUR| 45.00000 6750.00| 54.00000 8100.00| 50.00000 7500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0066 9110.02 40.000 HOUR| 95.00000 3800.00| 54.00000 2160.00| 50.00000 2000.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0067 9110.03 150.000 HOUR| 45.00000 6750.00| 45.00000 6750.00| 45.00000 6750.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F42 -12 TABULATION OF BIDS CALL ORDER : F42 CONTRACT ID : 8646 COUNTIES : WHEELER GREELEY LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 9110.06 110.000 HOUR| 45.00000 4950.00| 54.00000 5940.00| 70.00000 7700.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0069 9110.07 150.000 HOUR| 45.00000 6750.00| 35.00000 5250.00| 35.00000 5250.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 127,946.51| $ 111,740.58| $ 112,892.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,799,616.68| $ 2,897,223.29| $ 3,048,863.40 ====================================================================================================================================
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