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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 : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-EACBR-14-2(122) ON N-14, SOUTH OF FULLERTON -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 0137 IN THIS LETTING IS LIMITED TO 1. 0462 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 0462 IN THIS LETTING IS LIMITED TO 2. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0013 THE DIAMOND ENGINEERING COMPANY $ 1,067,266.84 100.0000% 2 0462 L. J. WEBB CONTRACTOR, INC. $ 1,174,233.88 110.0225% 3 0880 CHRISTENSEN BROS., INC. $ 1,174,485.96 110.0461% 4 2017 BRB CONTRACTORS, INC. $ 1,298,606.74 121.6759% 5 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,354,085.14 126.8741% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -3 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 0462 |( 3 ) 0880 |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J. |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| 19300.00000 19300.00| 9300.00000 9300.00| 10000.00000 10000.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 350.00000 350.00| 350.00000 350.00| 400.00000 400.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1300.00000 1300.00| 1300.00000 1300.00| 1500.00000 1500.00 GENERAL CLEARING AND GRUBBING AT STA. | | | 155+32.5 | | | 0004 1009.01 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1800.00000 1800.00 GENERAL CLEARING AND GRUBBING AT STA. | | | 246+97.5 | | | 0005 1010.01 6300.000 m3 | 5.25000 33075.00| 5.25000 33075.00| 5.40000 34020.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 522.000 kL | 4.00000 2088.00| 4.00000 2088.00| 4.00000 2088.00 WATER | | | 0007 1012.00 12.000 EACH| 60.00000 720.00| 60.00000 720.00| 62.00000 744.00 RIGHT-OF-WAY MARKERS | | | 0008 1030.00 10427.000 m3 | 9.01000 93947.27| 9.01000 93947.27| 9.20000 95928.40 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1101.00 502.700 m2 | 4.70000 2362.69| 4.70000 2362.69| 4.80000 2412.96 REMOVE PAVEMENT | | | 0010 4350.36 11.000 m | 84.00000 924.00| 84.00000 924.00| 85.00000 935.00 900 mm CORRUGATED METAL PIPE | | | 0011 4350.54 141.000 m | 160.00000 22560.00| 160.00000 22560.00| 165.00000 23265.00 1350 mm CORRUGATED METAL PIPE | | | 0012 7017.00 182.000 m | 6.50000 1183.00| 6.50000 1183.00| 6.00000 1092.00 REMOVE GUARDRAIL | | | 0013 L006.50 0.350 ha | 9000.00000 3150.00| 9000.00000 3150.00| 9200.00000 3220.00 TEMPORARY SEEDING | | | 0014 L020.00 8500.000 m2 | 1.47000 12495.00| 1.47000 12495.00| 1.50000 12750.00 EROSION CONTROL | | | 0015 L022.25 555.000 m | 7.50000 4162.50| 7.50000 4162.50| 7.60000 4218.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | SECTION TOTALS | $ 199,117.46| $ 189,117.46| $ 194,373.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 155+32.5 1-12.35 m & 2-12.1 m SPANS PRESTRESSED CONC IT GIRDER BRIDGE | | | 0016 0030.60 LUMP| 6700.00000 6700.00| 35000.00000 35000.00| 50000.00000 50000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -4 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 0462 |( 3 ) 0880 |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 1010.01 215.000 m3 | 5.20000 1118.00| 10.00000 2150.00| 6.00000 1290.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0018 1043.50 76.000 m2 | 3.50000 266.00| 3.00000 228.00| 3.00000 228.00 RIPRAP FILTER FABRIC | | | 0019 3050.15 131.400 m3 | 262.00000 34426.80| 236.00000 31010.40| 200.00000 26280.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0020 3051.10 8350.000 kg | 1.20000 10020.00| 1.43000 11940.50| 1.20000 10020.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0021 6000.10 60.000 LS | 1850.00000 1850.00| 3000.00000 3000.00| 8000.00000 8000.00 ABUTMENT NO.1 EXCAVATION | | | 0022 6000.11 60.000 LS | 1850.00000 1850.00| 3000.00000 3000.00| 8000.00000 8000.00 ABUTMENT NO.2 EXCAVATION | | | 0023 6001.50 35.000 LS | 8150.00000 8150.00| 10000.00000 10000.00| 19000.00000 19000.00 BENT NO.1 EXCAVATION | | | 0024 6001.51 35.000 LS | 8150.00000 8150.00| 10000.00000 10000.00| 19000.00000 19000.00 BENT NO.2 EXCAVATION | | | 0025 6005.60 108.000 EACH| 86.00000 9288.00| 100.00000 10800.00| 80.00000 8640.00 ELASTOMERIC BEARING | | | 0026 6010.22 135.500 m3 | 371.50000 50338.25| 425.00000 57587.50| 340.00000 46070.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0027 6010.26 95.600 m3 | 406.70000 38880.52| 458.00000 43784.80| 280.00000 26768.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0028 6011.11 86.100 LS | 116500.00000 116500.00| 105000.00000 105000.00| 105000.00000 105000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 155+32.5 | | | 0029 6040.00 1.000 EACH| 4700.00000 4700.00| 12000.00000 12000.00| 42000.00000 42000.00 REMOVE STRUCTURE AT STA. 155+32.5 | | | 0030 6080.00 338.900 kg | 3.13000 1060.76| 6.60000 2236.74| 8.00000 2711.20 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6104.00 215.000 Mg | 7.50000 1612.50| 22.00000 4730.00| 15.00000 3225.00 BROKEN CONCRETE RIPRAP | | | 0032 6105.02 175.000 Mg | 40.50000 7087.50| 39.00000 6825.00| 37.00000 6475.00 ROCK RIPRAP, TYPE B | | | 0033 6131.50 17116.000 kg | 1.20000 20539.20| 1.43000 24475.88| 1.20000 20539.20 EPOXY COATED REINFORCING STEEL | | | 0034 6139.50 44.000 m2 | 34.00000 1496.00| 36.00000 1584.00| 40.00000 1760.00 SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -5 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 0462 |( 3 ) 0880 |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 6210.12 844.300 m | 47.50000 40104.25| 72.00000 60789.60| 55.00000 46436.50 HP 250 mm X 62 kg STEEL PILING | | | 0036 6310.00 479.800 m2 | 133.15000 63885.37| 140.00000 67172.00| 120.00000 57576.00 STEEL SHEET PILING | | | 0037 8091.00 105.000 m3 | 32.00000 3360.00| 29.00000 3045.00| 32.00000 3360.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 431,383.15| $ 506,359.42| $ 512,378.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6A BRIDGE AT STA. 246+83.5 1-15 m SPAN PRESTRESSED CONCRETE IT GIRDER BRIDGE | | | 0038 0030.60 LUMP| 4000.00000 4000.00| 25000.00000 25000.00| 25000.00000 25000.00 MOBILIZATION | | | 0039 1043.50 76.000 m2 | 3.50000 266.00| 3.00000 228.00| 3.00000 228.00 RIPRAP FILTER FABRIC | | | 0040 3050.15 131.400 m3 | 262.00000 34426.80| 236.00000 31010.40| 200.00000 26280.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0041 3051.10 8350.000 kg | 1.20000 10020.00| 1.43000 11940.50| 1.20000 10020.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0042 6000.10 55.000 LS | 1850.00000 1850.00| 5000.00000 5000.00| 9000.00000 9000.00 ABUTMENT NO.1 EXCAVATION | | | 0043 6000.11 55.000 LS | 1850.00000 1850.00| 5000.00000 5000.00| 9000.00000 9000.00 ABUTMENT NO.2 EXCAVATION | | | 0044 6005.60 38.000 EACH| 148.00000 5624.00| 150.00000 5700.00| 140.00000 5320.00 ELASTOMERIC BEARING | | | 0045 6010.22 53.100 m3 | 381.50000 20257.65| 523.00000 27771.30| 390.00000 20709.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0046 6010.26 42.800 m3 | 389.00000 16649.20| 523.00000 22384.40| 340.00000 14552.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0047 6011.11 38.200 LS | 55500.00000 55500.00| 53000.00000 53000.00| 46000.00000 46000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 246+83.5 | | | 0048 6040.01 1.000 EACH| 3000.00000 3000.00| 8000.00000 8000.00| 28000.00000 28000.00 REMOVE STRUCTURE AT STA. 246+83.5 | | | 0049 6104.00 31.000 Mg | 8.00000 248.00| 22.00000 682.00| 15.00000 465.00 BROKEN CONCRETE RIPRAP | | | 0050 6131.50 6714.000 kg | 1.20000 8056.80| 1.43000 9601.02| 1.20000 8056.80 EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -6 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 0462 |( 3 ) 0880 |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6139.50 42.000 m2 | 35.00000 1470.00| 36.00000 1512.00| 40.00000 1680.00 SUBSURFACE DRAINAGE MATTING | | | 0052 6210.12 366.000 m | 50.00000 18300.00| 72.00000 26352.00| 55.00000 20130.00 HP 250 mm X 62 kg STEEL PILING | | | 0053 6310.00 340.800 m2 | 143.00000 48734.40| 140.00000 47712.00| 120.00000 40896.00 STEEL SHEET PILING | | | 0054 8091.00 100.000 m3 | 32.00000 3200.00| 29.00000 2900.00| 32.00000 3200.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 233,452.85| $ 283,793.62| $ 268,536.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0055 0030.70 LUMP| 117.18000 117.18| 117.18000 117.18| 200.00000 200.00 MOBILIZATION | | | 0056 7011.20 112.380 m | 39.00000 4382.82| 39.00000 4382.82| 40.00000 4495.20 W-BEAM GUARDRAIL | | | 0057 7020.00 8.000 EACH| 2500.00000 20000.00| 2500.00000 20000.00| 2500.00000 20000.00 BRIDGE APPROACH SECTIONS | | | 0058 7024.27 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1500.00000 12000.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 36,500.00| $ 36,500.00| $ 36,695.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 9 BITUMINOUS | | | 0059 0030.90 LUMP| 13900.00000 13900.00| 13900.00000 13900.00| 14000.00000 14000.00 MOBILIZATION | | | 0060 9005.00 170.000 Mg | 46.23000 7859.10| 46.23000 7859.10| 46.50000 7905.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP3(12.5) | | | 0061 9005.35 1750.000 Mg | 37.27000 65222.50| 37.27000 65222.50| 38.00000 66500.00 ASPHALTIC CONCRETE, TYPE SP3(12.5) | | | 0062 9021.01 103.680 Mg | 198.00000 20528.64| 198.00000 20528.64| 200.00000 20736.00 PERFORMANCE GRADED BINDER (64-22) | | | 0063 9053.00 1190.000 L | 0.35000 416.50| 0.35000 416.50| 0.35000 416.50 TACK COAT | | | 0064 9111.00 104.000 kL | 3.25000 338.00| 4.50000 468.00| 3.30000 343.20 WATER | | | 0065 9170.00 11.560 StaM| 290.00000 3352.40| 290.00000 3352.40| 300.00000 3468.00 EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -7 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0013 |( 2 ) 0462 |( 3 ) 0880 |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 9173.00 5.780 StaM| 398.00000 2300.44| 398.00000 2300.44| 400.00000 2312.00 SUBGRADE PREPARATION | | | 0067 9188.50 690.000 m2 | 21.20000 14628.00| 21.20000 14628.00| 21.30000 14697.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 128,545.58| $ 128,675.58| $ 130,377.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0068 0001.08 3024.000 BDAY| 0.50000 1512.00| 0.50000 1512.00| 0.50000 1512.00 BARRICADE, TYPE II | | | 0069 0001.10 1840.000 BDAY| 2.00000 3680.00| 2.00000 3680.00| 2.20000 4048.00 BARRICADE, TYPE III | | | 0070 0001.75 180.000 EACH| 2.00000 360.00| 1.00000 180.00| 1.20000 216.00 TEMPORARY SIGN DAY | | | 0071 0001.90 7920.000 EACH| 0.50000 3960.00| 0.50000 3960.00| 0.60000 4752.00 SIGN DAY | | | 0072 0002.30 1390.000 m | 0.82000 1139.80| 0.82000 1139.80| 0.90000 1251.00 PAVEMENT MARKING REMOVAL | | | 0073 0002.39 3900.000 m | 1.98000 7722.00| 1.98000 7722.00| 2.00000 7800.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0074 0002.47 1700.000 m | 0.82000 1394.00| 0.82000 1394.00| 0.85000 1445.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0075 0003.10 20.000 DAY | 190.00000 3800.00| 180.00000 3600.00| 200.00000 4000.00 FLAGGING | | | 0076 0010.04 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 3000.00000 3000.00 FIELD OFFICE | | | 0077 0030.00 LUMP| 9000.00000 9000.00| 2000.00000 2000.00| 2000.00000 2000.00 MOBILIZATION | | | 0078 9110.01 10.000 HOUR| 75.00000 750.00| 70.00000 700.00| 60.00000 600.00 RENTAL OF LOADER, FULLY OPERATED | | | 0079 9110.02 10.000 HOUR| 90.00000 900.00| 70.00000 700.00| 70.00000 700.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0080 9110.03 10.000 HOUR| 60.00000 600.00| 60.00000 600.00| 40.00000 400.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0081 9110.07 10.000 HOUR| 45.00000 450.00| 60.00000 600.00| 40.00000 400.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 38,267.80| $ 29,787.80| $ 32,124.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,067,266.84| $ 1,174,233.88| $ 1,174,485.96 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -8 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2017 |( 5 ) 0137 |( ) |BRB CONTRACTORS, INC. |JUDDS BROS. 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| 9300.00000 9300.00| 17000.00000 17000.00| MOBILIZATION | | | 0002 1000.00 1.000 EACH| 350.00000 350.00| 350.00000 350.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1300.00000 1300.00| 1300.00000 1300.00| GENERAL CLEARING AND GRUBBING AT STA. | | | 155+32.5 | | | 0004 1009.01 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| GENERAL CLEARING AND GRUBBING AT STA. | | | 246+97.5 | | | 0005 1010.01 6300.000 m3 | 5.25000 33075.00| 5.25000 33075.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 522.000 kL | 4.00000 2088.00| 4.00000 2088.00| WATER | | | 0007 1012.00 12.000 EACH| 60.00000 720.00| 60.00000 720.00| RIGHT-OF-WAY MARKERS | | | 0008 1030.00 10427.000 m3 | 9.01000 93947.27| 9.00000 93843.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1101.00 502.700 m2 | 4.70000 2362.69| 4.70000 2362.69| REMOVE PAVEMENT | | | 0010 4350.36 11.000 m | 84.00000 924.00| 84.00000 924.00| 900 mm CORRUGATED METAL PIPE | | | 0011 4350.54 141.000 m | 160.00000 22560.00| 160.00000 22560.00| 1350 mm CORRUGATED METAL PIPE | | | 0012 7017.00 182.000 m | 6.00000 1092.00| 6.50000 1183.00| REMOVE GUARDRAIL | | | 0013 L006.50 0.350 ha | 9000.00000 3150.00| 9000.00000 3150.00| TEMPORARY SEEDING | | | 0014 L020.00 8500.000 m2 | 1.47000 12495.00| 1.50000 12750.00| EROSION CONTROL | | | 0015 L022.25 555.000 m | 7.50000 4162.50| 7.50000 4162.50| FABRIC SILT FENCE, TYPE COIR FIBER | | | SECTION TOTALS | $ 189,026.46| $ 196,968.19| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 155+32.5 1-12.35 m & 2-12.1 m SPANS PRESTRESSED CONC IT GIRDER BRIDGE | | | 0016 0030.60 LUMP| 43000.00000 43000.00| 14400.00000 14400.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -9 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2017 |( 5 ) 0137 |( ) |BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 1010.01 215.000 m3 | 8.00000 1720.00| 36.00000 7740.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0018 1043.50 76.000 m2 | 2.70000 205.20| 3.00000 228.00| RIPRAP FILTER FABRIC | | | 0019 3050.15 131.400 m3 | 300.00000 39420.00| 280.00000 36792.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0020 3051.10 8350.000 kg | 1.66000 13861.00| 1.80000 15030.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0021 6000.10 60.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0022 6000.11 60.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0023 6001.50 35.000 LS | 12000.00000 12000.00| 25000.00000 25000.00| BENT NO.1 EXCAVATION | | | 0024 6001.51 35.000 LS | 12000.00000 12000.00| 25000.00000 25000.00| BENT NO.2 EXCAVATION | | | 0025 6005.60 108.000 EACH| 160.00000 17280.00| 75.00000 8100.00| ELASTOMERIC BEARING | | | 0026 6010.22 135.500 m3 | 560.00000 75880.00| 790.00000 107045.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0027 6010.26 95.600 m3 | 400.00000 38240.00| 1000.00000 95600.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0028 6011.11 86.100 LS | 140000.00000 140000.00| 100000.00000 100000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 155+32.5 | | | 0029 6040.00 1.000 EACH| 19600.00000 19600.00| 12000.00000 12000.00| REMOVE STRUCTURE AT STA. 155+32.5 | | | 0030 6080.00 338.900 kg | 7.00000 2372.30| 6.50000 2202.85| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0031 6104.00 215.000 Mg | 15.00000 3225.00| 38.00000 8170.00| BROKEN CONCRETE RIPRAP | | | 0032 6105.02 175.000 Mg | 60.00000 10500.00| 52.00000 9100.00| ROCK RIPRAP, TYPE B | | | 0033 6131.50 17116.000 kg | 1.69000 28926.04| 1.25000 21395.00| EPOXY COATED REINFORCING STEEL | | | 0034 6139.50 44.000 m2 | 38.00000 1672.00| 41.00000 1804.00| SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -10 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2017 |( 5 ) 0137 |( ) |BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 6210.12 844.300 m | 68.00000 57412.40| 45.00000 37993.50| HP 250 mm X 62 kg STEEL PILING | | | 0036 6310.00 479.800 m2 | 156.00000 74848.80| 110.00000 52778.00| STEEL SHEET PILING | | | 0037 8091.00 105.000 m3 | 28.00000 2940.00| 65.00000 6825.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 607,102.74| $ 597,203.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6A BRIDGE AT STA. 246+83.5 1-15 m SPAN PRESTRESSED CONCRETE IT GIRDER BRIDGE | | | 0038 0030.60 LUMP| 21000.00000 21000.00| 14500.00000 14500.00| MOBILIZATION | | | 0039 1043.50 76.000 m2 | 2.70000 205.20| 3.00000 228.00| RIPRAP FILTER FABRIC | | | 0040 3050.15 131.400 m3 | 300.00000 39420.00| 280.00000 36792.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0041 3051.10 8350.000 kg | 1.66000 13861.00| 1.80000 15030.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0042 6000.10 55.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0043 6000.11 55.000 LS | 6000.00000 6000.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0044 6005.60 38.000 EACH| 160.00000 6080.00| 125.00000 4750.00| ELASTOMERIC BEARING | | | 0045 6010.22 53.100 m3 | 660.00000 35046.00| 1050.00000 55755.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0046 6010.26 42.800 m3 | 400.00000 17120.00| 1750.00000 74900.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0047 6011.11 38.200 LS | 52000.00000 52000.00| 55000.00000 55000.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 246+83.5 | | | 0048 6040.01 1.000 EACH| 15000.00000 15000.00| 10000.00000 10000.00| REMOVE STRUCTURE AT STA. 246+83.5 | | | 0049 6104.00 31.000 Mg | 7.50000 232.50| 37.00000 1147.00| BROKEN CONCRETE RIPRAP | | | 0050 6131.50 6714.000 kg | 1.69000 11346.66| 1.25000 8392.50| EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -11 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2017 |( 5 ) 0137 |( ) |BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6139.50 42.000 m2 | 38.00000 1596.00| 42.00000 1764.00| SUBSURFACE DRAINAGE MATTING | | | 0052 6210.12 366.000 m | 62.00000 22692.00| 56.00000 20496.00| HP 250 mm X 62 kg STEEL PILING | | | 0053 6310.00 340.800 m2 | 156.00000 53164.80| 125.00000 42600.00| STEEL SHEET PILING | | | 0054 8091.00 100.000 m3 | 28.00000 2800.00| 65.00000 6500.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 303,564.16| $ 357,854.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0055 0030.70 LUMP| 117.18000 117.18| 1500.00000 1500.00| MOBILIZATION | | | 0056 7011.20 112.380 m | 39.00000 4382.82| 40.00000 4495.20| W-BEAM GUARDRAIL | | | 0057 7020.00 8.000 EACH| 2500.00000 20000.00| 2500.00000 20000.00| BRIDGE APPROACH SECTIONS | | | 0058 7024.27 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 36,500.00| $ 37,995.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 9 BITUMINOUS | | | 0059 0030.90 LUMP| 19600.00000 19600.00| 18500.00000 18500.00| MOBILIZATION | | | 0060 9005.00 170.000 Mg | 46.23000 7859.10| 46.00000 7820.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP3(12.5) | | | 0061 9005.35 1750.000 Mg | 37.27000 65222.50| 37.50000 65625.00| ASPHALTIC CONCRETE, TYPE SP3(12.5) | | | 0062 9021.01 103.680 Mg | 198.00000 20528.64| 200.00000 20736.00| PERFORMANCE GRADED BINDER (64-22) | | | 0063 9053.00 1190.000 L | 0.35000 416.50| 0.50000 595.00| TACK COAT | | | 0064 9111.00 104.000 kL | 3.25000 338.00| 3.25000 338.00| WATER | | | 0065 9170.00 11.560 StaM| 290.00000 3352.40| 290.00000 3352.40| EARTH SHOULDER CONSTRUCTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : F10 -12 TABULATION OF BIDS CALL ORDER : F10 CONTRACT ID : 4916X COUNTIES : MERRICK NANCE LETTING DATE : 11/14/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 2017 |( 5 ) 0137 |( ) |BRB CONTRACTORS, INC. |JUDDS BROS. CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 9173.00 5.780 StaM| 398.00000 2300.44| 400.00000 2312.00| SUBGRADE PREPARATION | | | 0067 9188.50 690.000 m2 | 21.20000 14628.00| 21.25000 14662.50| SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 134,245.58| $ 133,940.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 10 GENERAL ITEMS | | | 0068 0001.08 3024.000 BDAY| 0.50000 1512.00| 0.50000 1512.00| BARRICADE, TYPE II | | | 0069 0001.10 1840.000 BDAY| 2.00000 3680.00| 1.00000 1840.00| BARRICADE, TYPE III | | | 0070 0001.75 180.000 EACH| 1.00000 180.00| 2.00000 360.00| TEMPORARY SIGN DAY | | | 0071 0001.90 7920.000 EACH| 0.50000 3960.00| 0.55000 4356.00| SIGN DAY | | | 0072 0002.30 1390.000 m | 0.82000 1139.80| 2.00000 2780.00| PAVEMENT MARKING REMOVAL | | | 0073 0002.39 3900.000 m | 1.98000 7722.00| 1.75000 6825.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0074 0002.47 1700.000 m | 0.82000 1394.00| 1.00000 1700.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0075 0003.10 20.000 DAY | 190.00000 3800.00| 150.00000 3000.00| FLAGGING | | | 0076 0010.04 1.000 EACH| 2800.00000 2800.00| 2500.00000 2500.00| FIELD OFFICE | | | 0077 0030.00 LUMP| 0.00000 0.00| 2500.00000 2500.00| MOBILIZATION | | | 0078 9110.01 10.000 HOUR| 55.00000 550.00| 75.00000 750.00| RENTAL OF LOADER, FULLY OPERATED | | | 0079 9110.02 10.000 HOUR| 55.00000 550.00| 90.00000 900.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0080 9110.03 10.000 HOUR| 48.00000 480.00| 55.00000 550.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0081 9110.07 10.000 HOUR| 40.00000 400.00| 55.00000 550.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 28,167.80| $ 30,123.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,298,606.74| $ 1,354,085.14| $ ====================================================================================================================================
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