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Last Updated:
02/02/2004
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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 : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : STPD-BR-39-2(105) N-39, SOUTH OF SILVER CREEK. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 2,846,433.55 100.0000% 2 1661 U.S. ASPHALT CO. $ 2,877,286.30 101.0839% 3 2252 PAULSEN, INC. $ 2,939,844.37 103.2817% 4 0477 WESTERN ENGINEERING COMPANY, INC. $ 3,112,583.29 109.3503% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -3 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, 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| 6000.00000 6000.00| 6305.44000 6305.44| 13000.00000 13000.00 MOBILIZATION | | | 0002 1000.00 44.000 EACH| 150.00000 6600.00| 157.64000 6936.16| 150.00000 6600.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4000.00000 4000.00| 4203.63000 4203.63| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 180.000 MGAL| 8.00000 1440.00| 8.00000 1440.00| 8.00000 1440.00 WATER | | | 0005 1012.00 10.000 EACH| 100.00000 1000.00| 105.09000 1050.90| 100.00000 1000.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 11970.000 CY | 6.50000 77805.00| 6.83000 81755.10| 6.50000 77805.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 512.000 SY | 7.50000 3840.00| 7.88000 4034.56| 7.50000 3840.00 REMOVE PAVEMENT | | | 0008 1102.00 2111.000 SY | 3.50000 7388.50| 3.68000 7768.48| 3.50000 7388.50 REMOVE ASPHALT SURFACE | | | 0009 7017.00 2962.500 LF | 0.90000 2666.25| 0.95000 2814.38| 0.90000 2666.25 REMOVE GUARDRAIL | | | 0010 L020.00 9106.000 SY | 1.20000 10927.20| 1.26000 11473.56| 1.50000 13659.00 EROSION CONTROL | | | 0011 L020.10 910.000 SY | 1.40000 1274.00| 1.47000 1337.70| 1.70000 1547.00 EROSION CONTROL, TYPE HV | | | 0012 L021.06 24.000 BALE| 15.75000 378.00| 16.55000 397.20| 20.00000 480.00 EROSION CHECKS, TYPE HV | | | 0013 L022.11 4090.000 LF | 1.70000 6953.00| 1.79000 7321.10| 2.10000 8589.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 130,271.95| $ 136,838.21| $ 142,014.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0014 0030.40 LUMP| 8000.00000 8000.00| 8407.26000 8407.26| 21000.00000 21000.00 MOBILIZATION | | | 0015 1043.50 17.000 SY | 1.90000 32.30| 2.00000 34.00| 1.90000 32.30 RIPRAP FILTER FABRIC | | | 0016 4049.00 132.000 LF | 276.00000 36432.00| 290.05000 38286.60| 276.00000 36432.00 PRECAST REINFORCED CONCRETE BOX CULVERT | | | 6' X 5' | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -4 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4049.01 156.000 LF | 262.00000 40872.00| 275.34000 42953.04| 262.00000 40872.00 PRECAST REINFORCED CONCRETE BOX CULVERT | | | 6' X 4' | | | 0018 4050.01 19.000 CY | 20.00000 380.00| 21.02000 399.38| 20.00000 380.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0019 4051.01 611.000 CY | 8.00000 4888.00| 8.41000 5138.51| 8.00000 4888.00 EXCAVATION FOR BOX CULVERTS | | | 0020 4054.68 988.000 LS | 15000.00000 15000.00| 15763.61000 15763.61| 15000.00000 15000.00 TEMPORARY SHORING AT STA. 592+05 | | | 0021 4054.70 988.000 LS | 15000.00000 15000.00| 15763.61000 15763.61| 15000.00000 15000.00 TEMPORARY SHORING AT STA. 642+65 | | | 0022 4054.71 988.000 LS | 15000.00000 15000.00| 15763.61000 15763.61| 15000.00000 15000.00 TEMPORARY SHORING AT STA. 742+73 | | | 0023 4101.06 381.330 CY | 227.50000 86752.58| 239.08000 91168.38| 227.50000 86752.58 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0024 4151.00 41057.000 LB | 0.58000 23813.06| 0.61000 25044.77| 0.58000 23813.06 REINFORCING STEEL FOR BOX CULVERT | | | 0025 4310.24 2.000 EACH| 189.30000 378.60| 198.94000 397.88| 189.30000 378.60 24" FLARED-END SECTION | | | 0026 6040.00 1.000 EACH| 3000.00000 3000.00| 3152.72000 3152.72| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 592+05 | | | 0027 6040.01 1.000 EACH| 3000.00000 3000.00| 3152.72000 3152.72| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 642+65 | | | 0028 6040.02 1.000 EACH| 3000.00000 3000.00| 3152.72000 3152.72| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 706+72 | | | 0029 6040.03 1.000 EACH| 2000.00000 2000.00| 2101.81000 2101.81| 2000.00000 2000.00 REMOVE STRUCTURE AT STA. 742+73 | | | 0030 6040.04 1.000 EACH| 3000.00000 3000.00| 3152.72000 3152.72| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 702+73 | | | 0031 6104.00 8.000 TON | 20.00000 160.00| 21.02000 168.16| 20.00000 160.00 BROKEN CONCRETE RIPRAP | | | 0032 P500.24 52.000 LF | 25.80000 1341.60| 27.11000 1409.72| 25.00000 1300.00 24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 262,050.14| $ 275,411.22| $ 275,008.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 621+59 QUADRUPLE 12' X 7' REINFORCED CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -5 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.40 LUMP| 2000.00000 2000.00| 2101.81000 2101.81| 8500.00000 8500.00 MOBILIZATION | | | 0034 4051.01 381.000 CY | 8.00000 3048.00| 8.41000 3204.21| 8.00000 3048.00 EXCAVATION FOR BOX CULVERTS | | | 0035 4054.69 1836.000 LS | 20000.00000 20000.00| 21018.15000 21018.15| 20000.00000 20000.00 TEMPORARY SHORING AT STA. 621+59 | | | 0036 4101.06 334.390 CY | 227.50000 76073.73| 239.08000 79945.96| 227.50000 76073.73 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0037 4151.00 42744.000 LB | 0.58000 24791.52| 0.61000 26073.84| 0.58000 24791.52 REINFORCING STEEL FOR BOX CULVERT | | | 0038 6040.05 1.000 EACH| 5000.00000 5000.00| 5254.54000 5254.54| 5000.00000 5000.00 REMOVE STRUCTURE AT STA. 621+59 | | | SECTION TOTALS | $ 130,913.25| $ 137,598.51| $ 137,413.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0039 0030.50 LUMP| 1000.00000 1000.00| 210.18000 210.18| 1200.00000 1200.00 MOBILIZATION | | | 0040 L001.02 28.000 ACRE| 450.00000 12600.00| 472.91000 13241.48| 350.00000 9800.00 SEEDING, TYPE B | | | 0041 L032.75 63.000 TON | 60.00000 3780.00| 63.05000 3972.15| 65.00000 4095.00 MULCH | | | SECTION TOTALS | $ 17,380.00| $ 17,423.81| $ 15,095.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 699+75 2-27' & 1-36' SPANS, P/S CONCRETE INVERTED TEE BRIDGE | | | 0042 0030.60 LUMP| 48025.00000 48025.00| 45215.29000 45215.29| 63000.00000 63000.00 MOBILIZATION | | | 0043 1043.50 150.000 SY | 4.00000 600.00| 4.20000 630.00| 4.00000 600.00 RIPRAP FILTER FABRIC | | | 0044 3050.15 189.200 CY | 205.62000 38903.30| 216.09000 40884.23| 210.00000 39732.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0045 3051.10 20990.000 LB | 0.71000 14902.90| 0.75000 15742.50| 0.60000 12594.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0046 6000.10 50.000 LS | 8000.00000 8000.00| 8407.26000 8407.26| 8000.00000 8000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -6 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 6000.11 50.000 LS | 8000.00000 8000.00| 8407.26000 8407.26| 8000.00000 8000.00 ABUTMENT NO.2 EXCAVATION | | | 0048 6010.22 74.900 CY | 450.00000 33705.00| 472.91000 35420.96| 450.00000 33705.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0049 6010.26 97.500 CY | 360.00000 35100.00| 378.33000 36887.18| 360.00000 35100.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0050 6011.11 75.100 LS | 83000.00000 83000.00| 87225.31000 87225.31| 83000.00000 83000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 699+75 | | | 0051 6040.00 1.000 EACH| 18000.00000 18000.00| 18916.33000 18916.33| 18000.00000 18000.00 REMOVE STRUCTURE AT STA. 699+68 | | | 0052 6080.00 2320.000 LB | 2.50000 5800.00| 2.63000 6101.60| 2.50000 5800.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0053 6104.00 180.000 TON | 15.00000 2700.00| 15.76000 2836.80| 15.00000 2700.00 BROKEN CONCRETE RIPRAP | | | 0054 6131.50 34440.000 LB | 0.60000 20664.00| 0.63000 21697.20| 0.60000 20664.00 EPOXY COATED REINFORCING STEEL | | | 0055 6200.00 1810.000 LF | 30.00000 54300.00| 31.53000 57069.30| 30.00000 54300.00 CONCRETE PILING | | | 0056 6310.00 3451.000 SF | 14.00000 48314.00| 14.71000 50764.21| 14.00000 48314.00 STEEL SHEET PILING | | | 0057 6510.55 33.300 LS | 8000.00000 8000.00| 8407.26000 8407.26| 8000.00000 8000.00 TEMPORARY BRIDGE SHORING | | | 0058 8091.00 140.000 CY | 35.00000 4900.00| 36.78000 5149.20| 35.00000 4900.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 432,914.20| $ 449,761.89| $ 446,409.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 799+03.46 14 SPANS PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0059 0030.60 LUMP| 5000.00000 5000.00| 5254.54000 5254.54| 8000.00000 8000.00 MOBILIZATION | | | 0060 6010.26 81.200 CY | 332.63000 27009.56| 349.56000 28384.27| 332.63000 27009.56 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0061 6020.00 10885.000 LB | 0.80000 8708.00| 0.84000 9143.40| 0.80000 8708.00 REINFORCING STEEL FOR BRIDGE | | | 0062 6030.00 1.000 EACH| 10000.00000 10000.00| 10509.07000 10509.07| 10000.00000 10000.00 PREPARATION OF BRIDGE AT STA. 799+03.46 | | | 0063 6082.01 3295.000 LB | 2.56000 8435.20| 2.69000 8863.55| 2.56000 8435.20 STRUCTURAL STEEL FOR BRIDGE RAIL | | | SECTION TOTALS | $ 59,152.76| $ 62,154.83| $ 62,152.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -7 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 0030.70 LUMP| 300.00000 300.00| 315.27000 315.27| 1300.00000 1300.00 MOBILIZATION | | | 0065 7011.20 25.000 LF | 12.82000 320.50| 13.47000 336.75| 12.82000 320.50 W-BEAM GUARDRAIL | | | 0066 7020.00 8.000 EACH| 1459.00000 11672.00| 1533.27000 12266.16| 1459.00000 11672.00 BRIDGE APPROACH SECTIONS | | | 0067 7024.27 8.000 EACH| 1402.00000 11216.00| 1473.37000 11786.96| 1402.00000 11216.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 23,508.50| $ 24,705.14| $ 24,508.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 9 BITUMINOUS | | | 0068 0002.55 1509.000 STA | 7.00000 10563.00| 6.31000 9521.79| 6.50000 9808.50 OVERLAY BROKEN LINES | | | 0069 0002.60 3018.000 STA | 8.00000 24144.00| 6.31000 19043.58| 6.20000 18711.60 OVERLAY SOLID LINES | | | 0070 0030.90 LUMP| 92500.00000 92500.00| 66319.33000 66319.33| 46500.00000 46500.00 MOBILIZATION | | | 0071 1020.03 53.000 EACH| 15.00000 795.00| 12.61000 668.33| 22.75000 1205.75 DELINEATOR, TYPE III | | | 0072 1020.20 24.000 EACH| 25.00000 600.00| 26.27000 630.48| 28.50000 684.00 INSTALL CHEVRONS | | | 0073 2001.00 414.000 CY | 7.50000 3105.00| 26.27000 10875.78| 13.00000 5382.00 GRAVEL SURFACE COURSE | | | 0074 2005.50 136.000 CY | 5.00000 680.00| 5.25000 714.00| 15.50000 2108.00 CLAY SURFACE COURSE | | | 0075 2009.10 3.057 STA | 575.00000 1757.78| 367.82000 1124.43| 240.00000 733.68 GRAVEL EMBEDMENT | | | 0076 2020.00 276.000 SY | 6.50000 1794.00| 2.10000 579.60| 4.00000 1104.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0077 2021.00 15.000 EACH| 50.00000 750.00| 52.55000 788.25| 60.00000 900.00 MAILBOX POST | | | 0078 3012.04 225.000 LF | 23.00000 5175.00| 24.17000 5438.25| 26.25000 5906.25 CONCRETE CLASS 47B-3500 MEDIAN CURB | | | 0079 3017.40 60.000 SY | 30.00000 1800.00| 31.53000 1891.80| 34.50000 2070.00 CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0080 3019.24 1.000 EACH| 700.00000 700.00| 735.64000 735.64| 800.00000 800.00 CONCRETE CLASS 47B-3500 ISLAND NOSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -8 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 8029.84 963.000 SY | 11.00000 10593.00| 6.82000 6567.66| 3.40000 3274.20 BITUMINOUS FOUNDATION COURSE 4" | | | 0082 9000.75 1000.000 TON | 13.24000 13240.00| 8.10000 8100.00| 11.46000 11460.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0083 9005.00 500.000 TON | 30.57000 15285.00| 25.46000 12730.00| 25.50000 12750.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0084 9005.23 5300.000 TON | 13.24000 70172.00| 15.37000 81461.00| 11.46000 60738.00 ASPHALTIC CONCRETE, TYPE SPS | | | 0085 9005.51 36460.000 TON | 20.57000 749982.20| 19.77000 720814.20| 21.44000 781702.40 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0086 9009.00 4275.000 SY | 2.00000 8550.00| 2.58000 11029.50| 1.75000 7481.25 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0087 9020.92 54.000 TON | 178.00000 9612.00| 182.97000 9880.38| 201.60000 10886.40 PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0088 9021.01 1995.840 TON | 172.00000 343284.48| 182.97000 365178.84| 198.40000 395974.66 PERFORMANCE GRADED BINDER (64-22) | | | 0089 9021.03 286.200 TON | 178.00000 50943.60| 182.97000 52366.01| 201.60000 57697.92 PERFORMANCE GRADED BINDER (58-28) | | | 0090 9034.00 537.000 SY | 2.00000 1074.00| 2.07000 1111.59| 2.40000 1288.80 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0091 9053.00 37640.000 GAL | 1.00000 37640.00| 0.83000 31241.20| 0.91000 34252.40 TACK COAT | | | 0092 9110.01 90.000 HOUR| 65.00000 5850.00| 46.95000 4225.50| 50.00000 4500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0093 9110.02 50.000 HOUR| 70.00000 3500.00| 42.23000 2111.50| 55.00000 2750.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0094 9110.03 90.000 HOUR| 50.00000 4500.00| 37.71000 3393.90| 45.00000 4050.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0095 9110.06 40.000 HOUR| 75.00000 3000.00| 46.13000 1845.20| 50.00000 2000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0096 9110.07 90.000 HOUR| 45.00000 4050.00| 32.85000 2956.50| 35.00000 3150.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0097 9111.00 273.000 MGAL| 8.00000 2184.00| 20.65000 5637.45| 8.00000 2184.00 WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -9 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 9170.00 985.293 STA | 50.00000 49264.65| 52.55000 51777.15| 48.00000 47294.06 EARTH SHOULDER CONSTRUCTION | | | 0099 9173.20 8974.000 SY | 2.95000 26473.30| 1.45000 13012.30| 2.30000 20640.20 SUBGRADE PREPARATION | | | 0100 9179.23 492.920 STA | 97.00000 47813.24| 94.58000 46620.37| 107.45000 52964.25 COLD MILLING, CLASS 3 | | | 0101 9188.50 383.000 SY | 20.00000 7660.00| 17.55000 6721.65| 20.55000 7870.65 SURFACING UNDER GUARDRAIL | | | 0102 9300.52 9.751 LS | 5000.00000 5000.00| 3152.72000 3152.72| 4000.00000 4000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,614,035.25| $ 1,560,265.88| $ 1,624,822.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0103 0001.08 19588.000 BDAY| 0.50000 9794.00| 0.50000 9794.00| 0.50000 9794.00 BARRICADE, TYPE II | | | 0104 0001.10 4932.000 BDAY| 2.50000 12330.00| 1.31000 6460.92| 1.25000 6165.00 BARRICADE, TYPE III | | | 0105 0001.75 720.000 EACH| 2.00000 1440.00| 2.10000 1512.00| 5.50000 3960.00 TEMPORARY SIGN DAY | | | 0106 0001.90 21546.000 EACH| 0.50000 10773.00| 0.53000 11419.38| 0.60000 12927.60 SIGN DAY | | | 0107 0001.99 204.000 EACH| 2.00000 408.00| 1.05000 214.20| 2.00000 408.00 CONTRACTOR FURNISHED SIGN DAY | | | 0108 0002.30 4450.000 LF | 0.25000 1112.50| 0.53000 2358.50| 0.50000 2225.00 PAVEMENT MARKING REMOVAL | | | 0109 0002.39 16000.000 LF | 0.90000 14400.00| 1.31000 20960.00| 0.90000 14400.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0110 0002.47 7500.000 LF | 0.25000 1875.00| 0.37000 2775.00| 1.00000 7500.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0111 0003.10 154.000 DAY | 195.00000 30030.00| 179.91000 27706.14| 173.00000 26642.00 FLAGGING | | | 0112 0003.20 35.000 DAY | 295.00000 10325.00| 231.16000 8090.60| 275.00000 9625.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0113 0003.50 1480.000 LF | 11.50000 17020.00| 20.65000 30562.00| 34.00000 50320.00 CONCRETE PROTECTION BARRIER | | | 0114 0003.56 2090.000 LF | 2.50000 5225.00| 10.33000 21589.70| 5.70000 11913.00 RELOCATE CONCRETE PROTECTION BARRIER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -10 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 1661 |( 3 ) 2252 |WERNER CONSTRUCTION, INC. |U.S. ASPHALT CO. |PAULSEN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 0003.70 4.000 EACH| 400.00000 1600.00| 735.64000 2942.56| 455.00000 1820.00 TEMPORARY RUMBLE STRIP | | | 0116 0003.75 1.000 EACH| 10000.00000 10000.00| 10498.56000 10498.56| 11500.00000 11500.00 TEMPORARY TRAFFIC SIGNAL | | | 0117 0005.10 240.000 DAY | 100.00000 24000.00| 78.82000 18916.80| 85.50000 20520.00 TRAFFIC CONTROL MANAGEMENT | | | 0118 0010.04 1.000 EACH| 1500.00000 1500.00| 2065.18000 2065.18| 1850.00000 1850.00 FIELD OFFICE | | | 0119 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0120 0030.00 LUMP| 10000.00000 10000.00| 20195.20000 20195.20| 4550.00000 4550.00 MOBILIZATION | | | 0121 7019.50 1.000 EACH| 13575.00000 13575.00| 14266.07000 14266.07| 15500.00000 15500.00 IMPACT ATTENUATOR | | | SECTION TOTALS | $ 176,207.50| $ 213,126.81| $ 212,419.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,846,433.55| $ 2,877,286.30| $ 2,939,844.37 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -11 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |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 0030.10 LUMP| 6200.00000 6200.00| | MOBILIZATION | | | 0002 1000.00 44.000 EACH| 155.00000 6820.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4200.00000 4200.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 180.000 MGAL| 8.00000 1440.00| | WATER | | | 0005 1012.00 10.000 EACH| 102.00000 1020.00| | RIGHT-OF-WAY MARKERS | | | 0006 1030.00 11970.000 CY | 6.70000 80199.00| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 512.000 SY | 7.60000 3891.20| | REMOVE PAVEMENT | | | 0008 1102.00 2111.000 SY | 3.60000 7599.60| | REMOVE ASPHALT SURFACE | | | 0009 7017.00 2962.500 LF | 2.55000 7554.38| | REMOVE GUARDRAIL | | | 0010 L020.00 9106.000 SY | 1.60000 14569.60| | EROSION CONTROL | | | 0011 L020.10 910.000 SY | 1.80000 1638.00| | EROSION CONTROL, TYPE HV | | | 0012 L021.06 24.000 BALE| 22.00000 528.00| | EROSION CHECKS, TYPE HV | | | 0013 L022.11 4090.000 LF | 2.15000 8793.50| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 144,453.28| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERT | | | 0014 0030.40 LUMP| 8200.00000 8200.00| | MOBILIZATION | | | 0015 1043.50 17.000 SY | 1.95000 33.15| | RIPRAP FILTER FABRIC | | | 0016 4049.00 132.000 LF | 280.00000 36960.00| | PRECAST REINFORCED CONCRETE BOX CULVERT | | | 6' X 5' | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -12 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 4049.01 156.000 LF | 270.00000 42120.00| | PRECAST REINFORCED CONCRETE BOX CULVERT | | | 6' X 4' | | | 0018 4050.01 19.000 CY | 20.50000 389.50| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0019 4051.01 611.000 CY | 8.20000 5010.20| | EXCAVATION FOR BOX CULVERTS | | | 0020 4054.68 988.000 LS | 15300.00000 15300.00| | TEMPORARY SHORING AT STA. 592+05 | | | 0021 4054.70 988.000 LS | 15300.00000 15300.00| | TEMPORARY SHORING AT STA. 642+65 | | | 0022 4054.71 988.000 LS | 15300.00000 15300.00| | TEMPORARY SHORING AT STA. 742+73 | | | 0023 4101.06 381.330 CY | 232.00000 88468.56| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0024 4151.00 41057.000 LB | 0.60000 24634.20| | REINFORCING STEEL FOR BOX CULVERT | | | 0025 4310.24 2.000 EACH| 192.00000 384.00| | 24" FLARED-END SECTION | | | 0026 6040.00 1.000 EACH| 3050.00000 3050.00| | REMOVE STRUCTURE AT STA. 592+05 | | | 0027 6040.01 1.000 EACH| 3050.00000 3050.00| | REMOVE STRUCTURE AT STA. 642+65 | | | 0028 6040.02 1.000 EACH| 3050.00000 3050.00| | REMOVE STRUCTURE AT STA. 706+72 | | | 0029 6040.03 1.000 EACH| 2050.00000 2050.00| | REMOVE STRUCTURE AT STA. 742+73 | | | 0030 6040.04 1.000 EACH| 3050.00000 3050.00| | REMOVE STRUCTURE AT STA. 702+73 | | | 0031 6104.00 8.000 TON | 20.50000 164.00| | BROKEN CONCRETE RIPRAP | | | 0032 P500.24 52.000 LF | 26.50000 1378.00| | 24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 267,891.61| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 621+59 QUADRUPLE 12' X 7' REINFORCED CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -13 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.40 LUMP| 2050.00000 2050.00| | MOBILIZATION | | | 0034 4051.01 381.000 CY | 8.20000 3124.20| | EXCAVATION FOR BOX CULVERTS | | | 0035 4054.69 1836.000 LS | 20500.00000 20500.00| | TEMPORARY SHORING AT STA. 621+59 | | | 0036 4101.06 334.390 CY | 232.00000 77578.48| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0037 4151.00 42744.000 LB | 0.60000 25646.40| | REINFORCING STEEL FOR BOX CULVERT | | | 0038 6040.05 1.000 EACH| 5100.00000 5100.00| | REMOVE STRUCTURE AT STA. 621+59 | | | SECTION TOTALS | $ 133,999.08| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0039 0030.50 LUMP| 2000.00000 2000.00| | MOBILIZATION | | | 0040 L001.02 28.000 ACRE| 975.00000 27300.00| | SEEDING, TYPE B | | | 0041 L032.75 63.000 TON | 102.00000 6426.00| | MULCH | | | SECTION TOTALS | $ 35,726.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 699+75 2-27' & 1-36' SPANS, P/S CONCRETE INVERTED TEE BRIDGE | | | 0042 0030.60 LUMP| 43000.00000 43000.00| | MOBILIZATION | | | 0043 1043.50 150.000 SY | 4.10000 615.00| | RIPRAP FILTER FABRIC | | | 0044 3050.15 189.200 CY | 215.00000 40678.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0045 3051.10 20990.000 LB | 0.62000 13013.80| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0046 6000.10 50.000 LS | 8200.00000 8200.00| | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -14 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0047 6000.11 50.000 LS | 8200.00000 8200.00| | ABUTMENT NO.2 EXCAVATION | | | 0048 6010.22 74.900 CY | 460.00000 34454.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0049 6010.26 97.500 CY | 370.00000 36075.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0050 6011.11 75.100 LS | 83000.00000 83000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 699+75 | | | 0051 6040.00 1.000 EACH| 18000.00000 18000.00| | REMOVE STRUCTURE AT STA. 699+68 | | | 0052 6080.00 2320.000 LB | 2.55000 5916.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0053 6104.00 180.000 TON | 15.50000 2790.00| | BROKEN CONCRETE RIPRAP | | | 0054 6131.50 34440.000 LB | 0.62000 21352.80| | EPOXY COATED REINFORCING STEEL | | | 0055 6200.00 1810.000 LF | 30.50000 55205.00| | CONCRETE PILING | | | 0056 6310.00 3451.000 SF | 14.50000 50039.50| | STEEL SHEET PILING | | | 0057 6510.55 33.300 LS | 8200.00000 8200.00| | TEMPORARY BRIDGE SHORING | | | 0058 8091.00 140.000 CY | 36.00000 5040.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 433,779.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 799+03.46 14 SPANS PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0059 0030.60 LUMP| 5100.00000 5100.00| | MOBILIZATION | | | 0060 6010.26 81.200 CY | 510.00000 41412.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0061 6020.00 10885.000 LB | 0.80000 8708.00| | REINFORCING STEEL FOR BRIDGE | | | 0062 6030.00 1.000 EACH| 12200.00000 12200.00| | PREPARATION OF BRIDGE AT STA. 799+03.46 | | | 0063 6082.01 3295.000 LB | 3.60000 11862.00| | STRUCTURAL STEEL FOR BRIDGE RAIL | | | SECTION TOTALS | $ 79,282.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -15 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 0030.70 LUMP| 250.00000 250.00| | MOBILIZATION | | | 0065 7011.20 25.000 LF | 15.60000 390.00| | W-BEAM GUARDRAIL | | | 0066 7020.00 8.000 EACH| 1650.00000 13200.00| | BRIDGE APPROACH SECTIONS | | | 0067 7024.27 8.000 EACH| 1450.00000 11600.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 25,440.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 9 BITUMINOUS | | | 0068 0002.55 1509.000 STA | 8.60000 12977.40| | OVERLAY BROKEN LINES | | | 0069 0002.60 3018.000 STA | 8.60000 25954.80| | OVERLAY SOLID LINES | | | 0070 0030.90 LUMP| 35000.00000 35000.00| | MOBILIZATION | | | 0071 1020.03 53.000 EACH| 20.50000 1086.50| | DELINEATOR, TYPE III | | | 0072 1020.20 24.000 EACH| 25.50000 612.00| | INSTALL CHEVRONS | | | 0073 2001.00 414.000 CY | 13.50000 5589.00| | GRAVEL SURFACE COURSE | | | 0074 2005.50 136.000 CY | 21.00000 2856.00| | CLAY SURFACE COURSE | | | 0075 2009.10 3.057 STA | 450.00000 1375.65| | GRAVEL EMBEDMENT | | | 0076 2020.00 276.000 SY | 6.00000 1656.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0077 2021.00 15.000 EACH| 52.00000 780.00| | MAILBOX POST | | | 0078 3012.04 225.000 LF | 23.50000 5287.50| | CONCRETE CLASS 47B-3500 MEDIAN CURB | | | 0079 3017.40 60.000 SY | 30.50000 1830.00| | CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0080 3019.24 1.000 EACH| 710.00000 710.00| | CONCRETE CLASS 47B-3500 ISLAND NOSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -16 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 8029.84 963.000 SY | 105.00000 101115.00| | BITUMINOUS FOUNDATION COURSE 4" | | | 0082 9000.75 1000.000 TON | 14.50000 14500.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0083 9005.00 500.000 TON | 26.75000 13375.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0084 9005.23 5300.000 TON | 16.00000 84800.00| | ASPHALTIC CONCRETE, TYPE SPS | | | 0085 9005.51 36460.000 TON | 22.75000 829465.00| | ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0086 9009.00 4275.000 SY | 3.50000 14962.50| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0087 9020.92 54.000 TON | 179.00000 9666.00| | PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0088 9021.01 1995.840 TON | 173.00000 345280.32| | PERFORMANCE GRADED BINDER (64-22) | | | 0089 9021.03 286.200 TON | 179.00000 51229.80| | PERFORMANCE GRADED BINDER (58-28) | | | 0090 9034.00 537.000 SY | 2.50000 1342.50| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0091 9053.00 37640.000 GAL | 1.10000 41404.00| | TACK COAT | | | 0092 9110.01 90.000 HOUR| 56.00000 5040.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0093 9110.02 50.000 HOUR| 56.00000 2800.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0094 9110.03 90.000 HOUR| 42.00000 3780.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0095 9110.06 40.000 HOUR| 50.00000 2000.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0096 9110.07 90.000 HOUR| 40.00000 3600.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0097 9111.00 273.000 MGAL| 9.50000 2593.50| | WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -17 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 9170.00 985.293 STA | 50.00000 49264.65| | EARTH SHOULDER CONSTRUCTION | | | 0099 9173.20 8974.000 SY | 3.00000 26922.00| | SUBGRADE PREPARATION | | | 0100 9179.23 492.920 STA | 145.00000 71473.40| | COLD MILLING, CLASS 3 | | | 0101 9188.50 383.000 SY | 32.00000 12256.00| | SURFACING UNDER GUARDRAIL | | | 0102 9300.52 9.751 LS | 5000.00000 5000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,787,584.52| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0103 0001.08 19588.000 BDAY| 0.50000 9794.00| | BARRICADE, TYPE II | | | 0104 0001.10 4932.000 BDAY| 0.82000 4044.24| | BARRICADE, TYPE III | | | 0105 0001.75 720.000 EACH| 5.00000 3600.00| | TEMPORARY SIGN DAY | | | 0106 0001.90 21546.000 EACH| 0.26000 5601.96| | SIGN DAY | | | 0107 0001.99 204.000 EACH| 0.75000 153.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0108 0002.30 4450.000 LF | 0.41000 1824.50| | PAVEMENT MARKING REMOVAL | | | 0109 0002.39 16000.000 LF | 0.76000 12160.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0110 0002.47 7500.000 LF | 0.86000 6450.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0111 0003.10 154.000 DAY | 250.00000 38500.00| | FLAGGING | | | 0112 0003.20 35.000 DAY | 350.00000 12250.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0113 0003.50 1480.000 LF | 14.50000 21460.00| | CONCRETE PROTECTION BARRIER | | | 0114 0003.56 2090.000 LF | 7.00000 14630.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F22 -18 TABULATION OF BIDS CALL ORDER : F22 CONTRACT ID : 4851X COUNTIES : MERRICK POLK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0477 |( ) |( ) |WESTERN ENGINEERING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 0003.70 4.000 EACH| 415.00000 1660.00| | TEMPORARY RUMBLE STRIP | | | 0116 0003.75 1.000 EACH| 10000.00000 10000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0117 0005.10 240.000 DAY | 75.00000 18000.00| | TRAFFIC CONTROL MANAGEMENT | | | 0118 0010.04 1.000 EACH| 4000.00000 4000.00| | FIELD OFFICE | | | 0119 0020.00 1000.000 HOUR| 0.80000 800.00| | TRAINING | | | 0120 0030.00 LUMP| 3500.00000 3500.00| | MOBILIZATION | | | 0121 7019.50 1.000 EACH| 36000.00000 36000.00| | IMPACT ATTENUATOR | | | SECTION TOTALS | $ 204,427.70| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,112,583.29| $ 0.00| $ ====================================================================================================================================
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