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Last Updated:
11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-BR-S40D(102) SPUR S40D, NORTH OF PROSSER. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0462 THIS LETTING IS LIMITED TO TWO. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0013 THE DIAMOND ENGINEERING COMPANY $ 613,457.25 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 736,672.46 120.0854% 3 0462 L. J. WEBB CONTRACTOR, INC. $ 756,544.16 123.3247% 4 0880 CHRISTENSEN BROS., INC. $ 794,194.42 129.4621% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -3 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 2853 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSI |WEBB CONTRACTOR, INC./L. J. 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| 4500.00000 4500.00| 7953.00000 7953.00| 10500.00000 10500.00 MOBILIZATION | | | 0002 1009.00 LUMP| 12500.00000 12500.00| 13750.00000 13750.00| 7500.00000 7500.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 3974.000 CY | 2.75000 10928.50| 3.03000 12041.22| 5.45000 21658.30 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 261.000 MGAL| 9.00000 2349.00| 9.90000 2583.90| 8.00000 2088.00 WATER | | | 0005 1012.00 12.000 EACH| 80.00000 960.00| 88.00000 1056.00| 65.00000 780.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 11581.000 CY | 4.09000 47366.29| 4.50000 52114.50| 5.70000 66011.70 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1040.05 3682.000 SY | 0.30000 1104.60| 0.33000 1215.06| 0.69000 2540.58 TEMPORARY SLOPE PROTECTION | | | 0008 1102.00 7598.000 SY | 3.73000 28340.54| 4.10000 31151.80| 2.75000 20894.50 REMOVE ASPHALT SURFACE | | | 0009 L020.00 1340.000 SY | 1.50000 2010.00| 1.65000 2211.00| 1.58000 2117.20 EROSION CONTROL | | | 0010 L022.11 911.000 LF | 3.50000 3188.50| 3.85000 3507.35| 3.92000 3571.12 FABRIC SILT FENCE-LOW POROSITY | | | 0011 P300.48 132.000 LF | 65.00000 8580.00| 71.50000 9438.00| 45.00000 5940.00 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0012 P300.60 224.000 LF | 85.00000 19040.00| 93.50000 20944.00| 66.00000 14784.00 60" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 140,867.43| $ 157,965.83| $ 158,385.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS AT STA. 16+69.32 TWIN 10'X 5' CONCRETE BOX CULVERT | | | 0013 0030.40 LUMP| 2450.00000 2450.00| 9460.00000 9460.00| 7500.00000 7500.00 MOBILIZATION | | | 0014 4051.01 259.000 CY | 13.00000 3367.00| 17.58000 4553.22| 9.50000 2460.50 EXCAVATION FOR BOX CULVERTS | | | 0015 4101.06 177.840 CY | 271.00000 48194.64| 252.18000 44847.69| 300.00000 53352.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0016 4151.00 19900.000 LB | 0.56000 11144.00| 0.63000 12537.00| 0.70000 13930.00 REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -4 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 2853 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSI |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6040.00 1.000 EACH| 4000.00000 4000.00| 3784.00000 3784.00| 6500.00000 6500.00 REMOVE STRUCTURE AT STA. 16+83.39 | | | SECTION TOTALS | $ 69,155.64| $ 75,181.91| $ 83,742.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 115+75.71 1-26'0" & 2-19'6" SPANS CONCRETE SLAB BRIDGE | | | 0018 0030.60 LUMP| 15000.00000 15000.00| 28160.00000 28160.00| 30000.00000 30000.00 MOBILIZATION | | | 0019 1010.01 257.000 CY | 5.75000 1477.75| 9.72000 2498.04| 7.50000 1927.50 EXCAVATION (ESTABLISHED QUANTITY) | | | 0020 1043.50 497.100 SY | 2.50000 1242.75| 4.09000 2033.14| 2.50000 1242.75 RIPRAP FILTER FABRIC | | | 0021 3050.15 160.800 CY | 189.00000 30391.20| 190.70000 30664.56| 190.00000 30552.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0022 3051.10 17634.000 LB | 0.63000 11109.42| 0.73000 12872.82| 0.65000 11462.10 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0023 6000.10 80.000 LS | 1550.00000 1550.00| 2497.00000 2497.00| 3000.00000 3000.00 ABUTMENT NO.1 EXCAVATION | | | 0024 6000.11 80.000 LS | 1550.00000 1550.00| 2497.00000 2497.00| 3000.00000 3000.00 ABUTMENT NO.2 EXCAVATION | | | 0025 6001.50 5.000 LS | 3225.00000 3225.00| 7150.00000 7150.00| 8000.00000 8000.00 BENT NO.1 EXCAVATION | | | 0026 6001.51 5.000 LS | 3225.00000 3225.00| 7150.00000 7150.00| 8000.00000 8000.00 BENT NO.2 EXCAVATION | | | 0027 6010.22 121.400 CY | 296.50000 35995.10| 346.58000 42074.81| 350.00000 42490.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0028 6010.26 110.700 CY | 304.75000 33735.83| 338.64000 37487.45| 350.00000 38745.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0029 6040.00 1.000 EACH| 5100.00000 5100.00| 19470.00000 19470.00| 10000.00000 10000.00 REMOVE STRUCTURE AT STA. 115+80.71 | | | 0030 6080.00 540.000 LB | 1.40000 756.00| 1.45000 783.00| 3.00000 1620.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6105.02 340.000 TON | 40.00000 13600.00| 40.81000 13875.40| 33.00000 11220.00 ROCK RIPRAP, TYPE B | | | 0032 6131.50 40534.000 LB | 0.62000 25131.08| 0.65000 26347.10| 0.65000 26347.10 EPOXY COATED REINFORCING STEEL | | | 0033 6210.50 1400.000 LF | 33.00000 46200.00| 30.56000 42784.00| 28.00000 39200.00 PIPE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -5 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 2853 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSI |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 6310.00 1724.600 SF | 13.00000 22419.80| 10.99000 18953.35| 12.50000 21557.50 STEEL SHEET PILING | | | 0035 8091.00 147.700 CY | 20.00000 2954.00| 15.62000 2307.07| 22.00000 3249.40 GRANULAR BACKFILL | | | SECTION TOTALS | $ 254,662.93| $ 299,604.74| $ 291,613.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 115+75.71 1-26'0" & 2-19'6" SPANS PRESTRESSED CONCRETE IT GIRDER | | | 0036 0030.60 LUMP| | | MOBILIZATION | | | 0037 1010.01 257.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0038 1043.50 497.100 SY | | | RIPRAP FILTER FABRIC | | | 0039 3050.15 160.800 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0040 3051.10 17634.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0041 6000.10 80.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0042 6000.11 80.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0043 6001.50 5.000 LS | | | BENT NO.1 EXCAVATION | | | 0044 6001.51 5.000 LS | | | BENT NO.2 EXCAVATION | | | 0045 6005.60 96.000 EACH| | | ELASTOMERIC BEARING | | | 0046 6010.22 131.500 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0047 6010.26 65.900 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0048 6011.11 45.600 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 115+75.71 | | | 0049 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 115+80.71 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -6 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 2853 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSI |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 6080.00 384.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0051 6105.02 340.000 TON | | | ROCK RIPRAP, TYPE B | | | 0052 6131.50 24431.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0053 6210.50 1400.000 LF | | | PIPE PILING | | | 0054 6310.00 2122.700 SF | | | STEEL SHEET PILING | | | 0055 8091.00 148.500 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0056 0030.70 LUMP| 400.00000 400.00| 880.00000 880.00| 400.00000 400.00 MOBILIZATION | | | 0057 7011.20 87.500 LF | 12.33000 1078.88| 13.56000 1186.50| 12.33000 1078.88 W-BEAM GUARDRAIL | | | 0058 7020.00 4.000 EACH| 2625.00000 10500.00| 2887.50000 11550.00| 2625.00000 10500.00 BRIDGE APPROACH SECTIONS | | | 0059 7024.27 4.000 EACH| 1315.00000 5260.00| 1446.50000 5786.00| 1315.00000 5260.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 17,238.88| $ 19,402.50| $ 17,238.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0060 0030.90 LUMP| 2000.00000 2000.00| 30880.00000 30880.00| 24500.00000 24500.00 MOBILIZATION | | | 0061 8008.00 62.000 CY | 35.00000 2170.00| 110.00000 6820.00| 45.00000 2790.00 ARMOR COAT AGGREGATE | | | 0062 9005.00 50.000 TON | 30.00000 1500.00| 52.25000 2612.50| 47.87000 2393.50 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP2(0.5) | | | 0063 9005.30 1400.000 TON | 30.00000 42000.00| 36.30000 50820.00| 37.87000 53018.00 ASPHALTIC CONCRETE, TYPE SP2(0.5) | | | 0064 9009.00 196.000 SY | 13.00000 2548.00| 7.43000 1456.28| 4.50000 882.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -7 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 2853 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSI |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 9021.01 78.300 TON | 180.00000 14094.00| 184.79000 14469.06| 200.00000 15660.00 PERFORMANCE GRADED BINDER (64-22) | | | 0066 9052.00 1670.000 GAL | 1.30000 2171.00| 1.05000 1753.50| 1.50000 2505.00 ARMOR COAT EMULSIFIED ASPHALT | | | 0067 9053.00 270.000 GAL | 1.30000 351.00| 1.06000 286.20| 1.25000 337.50 TACK COAT | | | 0068 9111.00 54.000 MGAL| 10.00000 540.00| 24.20000 1306.80| 9.00000 486.00 WATER | | | 0069 9170.00 71.808 STA | 65.00000 4667.52| 71.51000 5134.99| 175.00000 12566.40 EARTH SHOULDER CONSTRUCTION | | | 0070 9173.00 35.904 STA | 200.00000 7180.80| 220.00000 7898.88| 360.00000 12925.44 SUBGRADE PREPARATION | | | 0071 9188.01 6220.000 SY | 2.25000 13995.00| 2.48000 15425.60| 6.75000 41985.00 BITUMINOUS SURFACE COURSE | | | 0072 9188.50 300.000 SY | 25.00000 7500.00| 35.20000 10560.00| 25.00000 7500.00 SURFACING UNDER GUARDRAIL | | | 0073 L001.01 2.440 ACRE| 710.00000 1732.40| 781.27000 1906.30| 845.00000 2061.80 SEEDING, TYPE A | | | 0074 L001.02 1.110 ACRE| 590.00000 654.90| 649.10000 720.50| 924.00000 1025.64 SEEDING, TYPE B | | | 0075 L032.75 7.990 TON | 75.00000 599.25| 82.60000 659.97| 75.00000 599.25 MULCH | | | SECTION TOTALS | $ 103,703.87| $ 152,710.58| $ 181,235.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0076 0001.08 2170.000 BDAY| 0.50000 1085.00| 0.50000 1085.00| 0.50000 1085.00 BARRICADE, TYPE II | | | 0077 0001.10 1420.000 BDAY| 2.00000 2840.00| 2.20000 3124.00| 2.00000 2840.00 BARRICADE, TYPE III | | | 0078 0001.90 5060.000 EACH| 0.35000 1771.00| 0.39000 1973.40| 0.35000 1771.00 SIGN DAY | | | 0079 0002.30 2450.000 LF | 0.35000 857.50| 0.39000 955.50| 0.35000 857.50 PAVEMENT MARKING REMOVAL | | | 0080 0002.44 11300.000 LF | 0.25000 2825.00| 0.28000 3164.00| 0.25000 2825.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0081 0003.10 30.000 DAY | 190.00000 5700.00| 220.00000 6600.00| 185.00000 5550.00 FLAGGING | | | 0082 0010.04 1.000 EACH| 1550.00000 1550.00| 6600.00000 6600.00| 2000.00000 2000.00 FIELD OFFICE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -8 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 2853 |( 3 ) 0462 |DIAMOND ENGINEERING COMPANY |SIMON CONTRACTORS AND SUBSI |WEBB CONTRACTOR, INC./L. J. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 0030.00 LUMP| 6000.00000 6000.00| 3685.00000 3685.00| 2000.00000 2000.00 MOBILIZATION | | | 0084 9110.01 20.000 HOUR| 75.00000 1500.00| 66.00000 1320.00| 75.00000 1500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0085 9110.02 10.000 HOUR| 90.00000 900.00| 82.50000 825.00| 75.00000 750.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0086 9110.03 20.000 HOUR| 60.00000 1200.00| 55.00000 1100.00| 60.00000 1200.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0087 9110.06 10.000 HOUR| 70.00000 700.00| 71.50000 715.00| 85.00000 850.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0088 9110.07 20.000 HOUR| 45.00000 900.00| 33.00000 660.00| 55.00000 1100.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 27,828.50| $ 31,806.90| $ 24,328.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 613,457.25| $ 736,672.46| $ 756,544.16 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -9 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., 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| 5000.00000 5000.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 13000.00000 13000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 3974.000 CY | 2.80000 11127.20| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 261.000 MGAL| 9.10000 2375.10| | WATER | | | 0005 1012.00 12.000 EACH| 85.00000 1020.00| | RIGHT-OF-WAY MARKERS | | | 0006 1030.00 11581.000 CY | 4.20000 48640.20| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1040.05 3682.000 SY | 0.32000 1178.24| | TEMPORARY SLOPE PROTECTION | | | 0008 1102.00 7598.000 SY | 3.80000 28872.40| | REMOVE ASPHALT SURFACE | | | 0009 L020.00 1340.000 SY | 1.55000 2077.00| | EROSION CONTROL | | | 0010 L022.11 911.000 LF | 3.60000 3279.60| | FABRIC SILT FENCE-LOW POROSITY | | | 0011 P300.48 132.000 LF | 68.00000 8976.00| | 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0012 P300.60 224.000 LF | 88.00000 19712.00| | 60" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 145,257.74| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS AT STA. 16+69.32 TWIN 10'X 5' CONCRETE BOX CULVERT | | | 0013 0030.40 LUMP| 3500.00000 3500.00| | MOBILIZATION | | | 0014 4051.01 259.000 CY | 10.00000 2590.00| | EXCAVATION FOR BOX CULVERTS | | | 0015 4101.06 177.840 CY | 250.00000 44460.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0016 4151.00 19900.000 LB | 0.70000 13930.00| | REINFORCING STEEL FOR BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -10 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6040.00 1.000 EACH| 4000.00000 4000.00| | REMOVE STRUCTURE AT STA. 16+83.39 | | | SECTION TOTALS | $ 68,480.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 115+75.71 1-26'0" & 2-19'6" SPANS CONCRETE SLAB BRIDGE | | | 0018 0030.60 LUMP| 39000.00000 39000.00| | MOBILIZATION | | | 0019 1010.01 257.000 CY | 8.00000 2056.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0020 1043.50 497.100 SY | 2.00000 994.20| | RIPRAP FILTER FABRIC | | | 0021 3050.15 160.800 CY | 220.00000 35376.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0022 3051.10 17634.000 LB | 0.50000 8817.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0023 6000.10 80.000 LS | 12000.00000 12000.00| | ABUTMENT NO.1 EXCAVATION | | | 0024 6000.11 80.000 LS | 12000.00000 12000.00| | ABUTMENT NO.2 EXCAVATION | | | 0025 6001.50 5.000 LS | 21000.00000 21000.00| | BENT NO.1 EXCAVATION | | | 0026 6001.51 5.000 LS | 21000.00000 21000.00| | BENT NO.2 EXCAVATION | | | 0027 6010.22 121.400 CY | 420.00000 50988.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0028 6010.26 110.700 CY | 360.00000 39852.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0029 6040.00 1.000 EACH| 38000.00000 38000.00| | REMOVE STRUCTURE AT STA. 115+80.71 | | | 0030 6080.00 540.000 LB | 6.00000 3240.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6105.02 340.000 TON | 36.00000 12240.00| | ROCK RIPRAP, TYPE B | | | 0032 6131.50 40534.000 LB | 0.65000 26347.10| | EPOXY COATED REINFORCING STEEL | | | 0033 6210.50 1400.000 LF | 30.00000 42000.00| | PIPE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -11 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 6310.00 1724.600 SF | 14.00000 24144.40| | STEEL SHEET PILING | | | 0035 8091.00 147.700 CY | 28.00000 4135.60| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 393,190.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 115+75.71 1-26'0" & 2-19'6" SPANS PRESTRESSED CONCRETE IT GIRDER | | | 0036 0030.60 LUMP| | | MOBILIZATION | | | 0037 1010.01 257.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0038 1043.50 497.100 SY | | | RIPRAP FILTER FABRIC | | | 0039 3050.15 160.800 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0040 3051.10 17634.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0041 6000.10 80.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0042 6000.11 80.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0043 6001.50 5.000 LS | | | BENT NO.1 EXCAVATION | | | 0044 6001.51 5.000 LS | | | BENT NO.2 EXCAVATION | | | 0045 6005.60 96.000 EACH| | | ELASTOMERIC BEARING | | | 0046 6010.22 131.500 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0047 6010.26 65.900 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0048 6011.11 45.600 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 115+75.71 | | | 0049 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 115+80.71 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -12 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 6080.00 384.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0051 6105.02 340.000 TON | | | ROCK RIPRAP, TYPE B | | | 0052 6131.50 24431.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0053 6210.50 1400.000 LF | | | PIPE PILING | | | 0054 6310.00 2122.700 SF | | | STEEL SHEET PILING | | | 0055 8091.00 148.500 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | 0056 0030.70 LUMP| 400.00000 400.00| | MOBILIZATION | | | 0057 7011.20 87.500 LF | 13.00000 1137.50| | W-BEAM GUARDRAIL | | | 0058 7020.00 4.000 EACH| 2700.00000 10800.00| | BRIDGE APPROACH SECTIONS | | | 0059 7024.27 4.000 EACH| 1400.00000 5600.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 17,937.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0060 0030.90 LUMP| 25000.00000 25000.00| | MOBILIZATION | | | 0061 8008.00 62.000 CY | 46.00000 2852.00| | ARMOR COAT AGGREGATE | | | 0062 9005.00 50.000 TON | 48.00000 2400.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP2(0.5) | | | 0063 9005.30 1400.000 TON | 38.00000 53200.00| | ASPHALTIC CONCRETE, TYPE SP2(0.5) | | | 0064 9009.00 196.000 SY | 5.00000 980.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -13 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 9021.01 78.300 TON | 200.00000 15660.00| | PERFORMANCE GRADED BINDER (64-22) | | | 0066 9052.00 1670.000 GAL | 1.60000 2672.00| | ARMOR COAT EMULSIFIED ASPHALT | | | 0067 9053.00 270.000 GAL | 1.30000 351.00| | TACK COAT | | | 0068 9111.00 54.000 MGAL| 9.00000 486.00| | WATER | | | 0069 9170.00 71.808 STA | 70.00000 5026.56| | EARTH SHOULDER CONSTRUCTION | | | 0070 9173.00 35.904 STA | 205.00000 7360.32| | SUBGRADE PREPARATION | | | 0071 9188.01 6220.000 SY | 2.50000 15550.00| | BITUMINOUS SURFACE COURSE | | | 0072 9188.50 300.000 SY | 25.00000 7500.00| | SURFACING UNDER GUARDRAIL | | | 0073 L001.01 2.440 ACRE| 720.00000 1756.80| | SEEDING, TYPE A | | | 0074 L001.02 1.110 ACRE| 600.00000 666.00| | SEEDING, TYPE B | | | 0075 L032.75 7.990 TON | 80.00000 639.20| | MULCH | | | SECTION TOTALS | $ 142,099.88| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0076 0001.08 2170.000 BDAY| 0.50000 1085.00| | BARRICADE, TYPE II | | | 0077 0001.10 1420.000 BDAY| 2.50000 3550.00| | BARRICADE, TYPE III | | | 0078 0001.90 5060.000 EACH| 0.40000 2024.00| | SIGN DAY | | | 0079 0002.30 2450.000 LF | 0.40000 980.00| | PAVEMENT MARKING REMOVAL | | | 0080 0002.44 11300.000 LF | 0.30000 3390.00| | TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0081 0003.10 30.000 DAY | 180.00000 5400.00| | FLAGGING | | | 0082 0010.04 1.000 EACH| 3000.00000 3000.00| | FIELD OFFICE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F11 -14 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 4987 COUNTIES : HALL LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 0030.00 LUMP| 2000.00000 2000.00| | MOBILIZATION | | | 0084 9110.01 20.000 HOUR| 80.00000 1600.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0085 9110.02 10.000 HOUR| 80.00000 800.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0086 9110.03 20.000 HOUR| 65.00000 1300.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0087 9110.06 10.000 HOUR| 90.00000 900.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0088 9110.07 20.000 HOUR| 60.00000 1200.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 27,229.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 794,194.42| $ 0.00| $ ====================================================================================================================================
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