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Last Updated: 04/09/2004
April 8, 2004 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : 2 VENDOR RANKING CALL ORDER : F22 CONTRACT ID : 7882 COUNTIES : KEARNEY ADAMS LETTING DATE : 04/08/04 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : NH-6-4(120) US-6/US-34 EAST OF HEARTWELL. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 1,331,029.47 100.0000% 2 1661 U.S. ASPHALT CO. $ 1,353,488.11 101.6873% NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F22 -3 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 7882 COUNTIES : KEARNEY ADAMS LETTING DATE : 04/08/04 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( ) |WERNER CONSTRUCTION, 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| 6000.00000 6000.00| 5121.14000 5121.14| MOBILIZATION | | | 0002 1009.00 LUMP| 3000.00000 3000.00| 1536.34000 1536.34| GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 105.000 MGAL| 8.00000 840.00| 8.00000 840.00| WATER | | | 0004 1030.00 4675.000 CY | 7.52000 35156.00| 7.70000 35997.50| EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 312.000 SY | 5.00000 1560.00| 7.17000 2237.04| REMOVE PAVEMENT | | | 0006 1102.00 375.000 SY | 5.00000 1875.00| 5.12000 1920.00| REMOVE ASPHALT SURFACE | | | 0007 1109.00 104.000 LF | 10.00000 1040.00| 8.19000 851.76| REMOVE CURB | | | 0008 7017.00 2675.000 LF | 2.00000 5350.00| 2.05000 5483.75| REMOVE GUARDRAIL | | | 0009 L020.00 5995.000 SY | 1.40000 8393.00| 1.64000 9831.80| EROSION CONTROL | | | SECTION TOTALS | $ 63,214.00| $ 63,819.33| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0010 0030.40 LUMP| 3000.00000 3000.00| 3584.80000 3584.80| MOBILIZATION | | | 0011 4044.00 1.000 EACH| 750.00000 750.00| 1024.23000 1024.23| PREPARATION OF STRUCTURE AT STA. 213+34 | | | 0012 4044.01 1.000 EACH| 750.00000 750.00| 768.17000 768.17| PREPARATION OF STRUCTURE AT STA. 292+23 | | | 0013 4050.01 8.000 CY | 20.00000 160.00| 15.36000 122.88| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 4051.01 29.000 CY | 15.00000 435.00| 15.36000 445.44| EXCAVATION FOR BOX CULVERTS | | | 0015 4101.06 28.300 CY | 370.00000 10471.00| 302.15000 8550.85| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0016 4107.07 2.100 CY | 600.00000 1260.00| 819.38000 1720.70| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F22 -4 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 7882 COUNTIES : KEARNEY ADAMS LETTING DATE : 04/08/04 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( ) |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4151.00 2678.000 LB | 0.80000 2142.40| 0.82000 2195.96| REINFORCING STEEL FOR BOX CULVERT | | | 0018 4157.00 155.000 LB | 0.80000 124.00| 1.02000 158.10| REINFORCING STEEL FOR COLLARS | | | 0019 4500.36 4.000 LF | 163.00000 652.00| 93.61000 374.44| 36" ROUND EQUIVALENT REINFORCED | | | CONCRETE PIPE | | | 0020 4510.36 1.000 EACH| 728.00000 728.00| 844.99000 844.99| 36" ROUND EQUIVALENT CONCRETE | | | FLARED-END SECTION | | | SECTION TOTALS | $ 20,472.40| $ 19,790.56| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 126+79.80 2-77.5' & 1-80.0' SPANS DECK STEEL GIRDER VIADUCT | | | 0021 0030.60 LUMP| 6000.00000 6000.00| 6145.37000 6145.37| MOBILIZATION | | | 0022 3050.15 102.400 CY | 295.00000 30208.00| 302.15000 30940.16| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0023 3051.10 9005.000 LB | 1.15000 10355.75| 1.18000 10625.90| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0024 6004.50 164.000 LF | 133.00000 21812.00| 136.22000 22340.08| EXPANSION JOINT | | | 0025 6010.26 5.200 CY | 580.00000 3016.00| 594.05000 3089.06| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0026 6030.00 1.000 EACH| 4000.00000 4000.00| 4096.91000 4096.91| PREPARATION OF BRIDGE AT STA. 126+79.80 | | | 0027 6131.50 890.000 LB | 1.15000 1023.50| 1.18000 1050.20| EPOXY COATED REINFORCING STEEL | | | SECTION TOTALS | $ 76,415.25| $ 78,287.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0028 0030.70 LUMP| 1700.00000 1700.00| 731.93000 731.93| MOBILIZATION | | | 0029 7011.20 537.500 LF | 22.25000 11959.38| 22.79000 12249.63| W-BEAM GUARDRAIL | | | 0030 7015.00 1872.000 LF | 8.00000 14976.00| 8.19000 15331.68| CABLE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F22 -5 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 7882 COUNTIES : KEARNEY ADAMS LETTING DATE : 04/08/04 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( ) |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 7020.00 4.000 EACH| 2500.00000 10000.00| 2560.57000 10242.28| BRIDGE APPROACH SECTIONS | | | 0032 7023.00 8.000 EACH| 1725.00000 13800.00| 1766.79000 14134.32| TERMINAL ANCHORAGE SECTIONS | | | 0033 7024.27 4.000 EACH| 2050.00000 8200.00| 2099.67000 8398.68| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 60,635.38| $ 61,088.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 9 BITUMINOUS | | | 0034 0002.55 370.640 STA | 7.00000 2594.48| 7.17000 2657.49| OVERLAY BROKEN LINES | | | 0035 0002.60 741.280 STA | 8.00000 5930.24| 7.17000 5314.98| OVERLAY SOLID LINES | | | 0036 0002.76 42700.000 LF | 0.05000 2135.00| 0.07000 2989.00| PERMANENT PAVEMENT MARKING PAINT | | | 0037 0030.90 LUMP| 60000.00000 60000.00| 49384.75000 49384.75| MOBILIZATION | | | 0038 1020.03 9.000 EACH| 27.00000 243.00| 12.80000 115.20| DELINEATOR, TYPE III | | | 0039 1020.20 4.000 EACH| 29.00000 116.00| 25.61000 102.44| INSTALL CHEVRONS | | | 0040 2001.00 107.000 CY | 11.00000 1177.00| 25.61000 2740.27| GRAVEL SURFACE COURSE | | | 0041 2021.00 4.000 EACH| 50.00000 200.00| 102.42000 409.68| MAILBOX POST | | | 0042 3040.11 26.400 SY | 79.00000 2085.60| 87.98000 2322.67| CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0043 3040.12 1053.200 SY | 78.00000 82149.60| 76.82000 80906.82| CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0044 3040.13 322.600 SY | 75.00000 24195.00| 67.09000 21643.23| CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0045 3041.25 69.000 TON | 500.00000 34500.00| 409.69000 28268.61| BITUMINOUS PATCHING | | | 0046 3221.15 312.200 SY | 75.00000 23415.00| 76.82000 23983.20| CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F22 -6 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 7882 COUNTIES : KEARNEY ADAMS LETTING DATE : 04/08/04 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( ) |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 9000.75 500.000 TON | 18.97000 9485.00| 19.56000 9780.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 (0.5) | | | 0048 9005.00 100.000 TON | 24.05000 2405.00| 31.16000 3116.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SPS | | | 0049 9005.23 7840.000 TON | 13.05000 102312.00| 14.28000 111955.20| ASPHALTIC CONCRETE, TYPE SPS | | | 0050 9005.45 10720.000 TON | 18.97000 203358.40| 21.18000 227049.60| ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0051 9009.00 2973.000 SY | 2.50000 7432.50| 3.07000 9127.11| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0052 9009.87 380.000 SY | 37.49000 14246.20| 46.09000 17514.20| SURFACING 8" | | | 0053 9020.94 27.000 TON | 230.00000 6210.00| 233.11000 6293.97| PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0054 9021.03 428.760 TON | 178.00000 76319.28| 181.49000 77815.65| PERFORMANCE GRADED BINDER (58-28) | | | 0055 9021.08 578.880 TON | 230.00000 133142.40| 233.11000 134942.72| PERFORMANCE GRADED BINDER (64-28) | | | 0056 9053.00 17190.000 GAL | 0.60000 10314.00| 0.87000 14955.30| TACK COAT | | | 0057 9053.20 7910.000 GAL | 1.50000 11865.00| 0.67000 5299.70| FOG SEAL | | | 0058 9111.00 93.000 MGAL| 8.00000 744.00| 20.48000 1904.64| WATER | | | 0059 9111.10 197.000 MGAL| 5.00000 985.00| 4.10000 807.70| WATER FOR FLY ASH STABILIZATION | | | 0060 9170.00 370.654 STA | 51.00000 18903.35| 52.24000 19362.96| EARTH SHOULDER CONSTRUCTION | | | 0061 9179.80 2.000 EACH| 2000.00000 4000.00| 1946.03000 3892.06| MILLING CONCRETE FOR INLAYS | | | 0062 9188.50 1274.000 SY | 25.33000 32270.42| 15.36000 19568.64| SURFACING UNDER GUARDRAIL | | | 0063 9190.00 370.654 STA | 242.00000 89698.27| 271.42000 100602.91| FLY ASH STABILIZED BITUMINOUS | | | 0064 9190.50 1480.000 TON | 25.00000 37000.00| 25.61000 37902.80| FLY ASH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F22 -7 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 7882 COUNTIES : KEARNEY ADAMS LETTING DATE : 04/08/04 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( ) |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 9300.50 3.510 LS | 2000.00000 2000.00| 1536.34000 1536.34| ASPHALT PAVEMENT SMOOTHNESS TESTING | | | 0066 L001.02 6.800 ACRE| 479.00000 3257.20| 490.61000 3336.15| SEEDING, TYPE B | | | 0067 L032.75 15.000 TON | 80.00000 1200.00| 81.94000 1229.10| MULCH | | | SECTION TOTALS | $ 1,005,888.94| $ 1,028,831.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0068 0001.08 1320.000 BDAY| 0.50000 660.00| 0.50000 660.00| BARRICADE, TYPE II | | | 0069 0001.10 600.000 BDAY| 3.00000 1800.00| 2.05000 1230.00| BARRICADE, TYPE III | | | 0070 0001.75 1190.000 EACH| 2.50000 2975.00| 1.02000 1213.80| TEMPORARY SIGN DAY | | | 0071 0001.90 8412.000 EACH| 0.50000 4206.00| 0.51000 4290.12| SIGN DAY | | | 0072 0002.30 900.000 LF | 0.70000 630.00| 0.51000 459.00| PAVEMENT MARKING REMOVAL | | | 0073 0002.39 2350.000 LF | 0.75000 1762.50| 1.28000 3008.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0074 0002.47 1000.000 LF | 0.75000 750.00| 0.26000 260.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0075 0003.10 160.000 DAY | 195.00000 31200.00| 200.76000 32121.60| FLAGGING | | | 0076 0003.20 70.000 DAY | 295.00000 20650.00| 251.14000 17579.80| FURNISHING AND OPERATING PILOT VEHICLE | | | 0077 0003.70 4.000 EACH| 400.00000 1600.00| 409.69000 1638.76| TEMPORARY RUMBLE STRIP | | | 0078 0003.75 1.000 EACH| 11000.00000 11000.00| 9501.77000 9501.77| TEMPORARY TRAFFIC SIGNAL | | | 0079 0005.10 138.000 DAY | 100.00000 13800.00| 102.42000 14133.96| TRAFFIC CONTROL MANAGEMENT | | | 0080 0010.04 1.000 EACH| 1000.00000 1000.00| 2048.46000 2048.46| FIELD OFFICE | | | 0081 0030.10 LUMP| 5000.00000 5000.00| 8889.06000 8889.06| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/08/04 PAGE : F22 -8 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 7882 COUNTIES : KEARNEY ADAMS LETTING DATE : 04/08/04 1:30 pm DISTRICT : 7 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( ) |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9110.01 20.000 HOUR| 70.00000 1400.00| 48.91000 978.20| RENTAL OF LOADER, FULLY OPERATED | | | 0083 9110.02 20.000 HOUR| 75.00000 1500.00| 43.64000 872.80| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0084 9110.03 20.000 HOUR| 55.00000 1100.00| 39.10000 782.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0085 9110.06 20.000 HOUR| 95.00000 1900.00| 48.50000 970.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0086 9110.07 20.000 HOUR| 50.00000 1000.00| 33.78000 675.60| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0087 L022.90 200.000 LF | 2.35000 470.00| 1.79000 358.00| TEMPORARY SILT FENCE | | | SECTION TOTALS | $ 104,403.50| $ 101,670.93| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,331,029.47| $ 1,353,488.11| $ ====================================================================================================================================

 

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