Contract Letting July 12, 2001 |
VENDOR RANKING CALL ORDER : N13 CONTRACT ID : 4077 COUNTIES : YORK LETTING DATE : 07/12/01 DISTRICT : 4 PROJECT(S) : S-81-2(1029) CONTRACT DESCRIPTION : US-81, MCCOOL JUNCTION SOUTH. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED 0137 IN THIS LETTING IS LIMITED TO 1. 0 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 596,659.86 100.0000% 2 0137 JUDDS BROS. CONSTRUCTION CO. $ 688,212.16 115.3441% 1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 4077 COUNTIES : YORK LETTING DATE : 07/12/01 1:30 PM DISTRICT : 4 PROJECT(S) : S-81-2(1029) ==================================================================================================================================== |(1) 0083 |(2) 0137 | |WERNER CONSTRUCTION, 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 6 BRIDGE AT STA. 255+72.1 2-7.775 m & 1-10.365 m SPANS CONCRETE SLAB BRIDGE | | | 0001 0030.60 LUMP| 34000.00000 34000.00| 13700.00000 13700.00| MOBILIZATION | | | 0002 1010.01 40.000 m3 | 19.50000 780.00| 36.00000 1440.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0003 1043.50 843.000 m2 | 3.00000 2529.00| 1.50000 1264.50| RIPRAP FILTER FABRIC | | | 0004 3050.15 108.900 m3 | 242.00000 26353.80| 240.00000 26136.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0005 3051.10 7804.000 kg | 1.32000 10301.28| 1.30000 10145.20| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0006 6000.10 20.000 LS | 2000.00000 2000.00| 5000.00000 5000.00| ABUTMENT NO.1 EXCAVATION | | | 0007 6000.11 20.000 LS | 2000.00000 2000.00| 5000.00000 5000.00| ABUTMENT NO.2 EXCAVATION | | | 0008 6001.50 38.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| BENT NO.1 EXCAVATION | | | 0009 6001.51 38.000 LS | 8000.00000 8000.00| 5000.00000 5000.00| BENT NO.2 EXCAVATION | | | 0010 6010.22 117.200 m3 | 405.50000 47524.60| 850.00000 99620.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0011 6010.26 105.100 m3 | 405.50000 42618.05| 1200.00000 126120.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0012 6040.00 1.000 EACH| 9000.00000 9000.00| 10000.00000 10000.00| REMOVE STRUCTURE AT STA. 255+72.1 | | | 0013 6080.00 550.000 kg | 6.60000 3630.00| 4.00000 2200.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0014 6105.02 843.000 Mg | 35.25000 29715.75| 29.00000 24447.00| ROCK RIPRAP, TYPE B | | | 0015 6131.50 18265.000 kg | 1.32000 24109.80| 0.90000 16438.50| EPOXY COATED REINFORCING STEEL | | | 0016 6200.00 441.800 m | 98.50000 43517.30| 80.00000 35344.00| CONCRETE PILING | | | 0017 6310.00 292.700 m2 | 140.00000 40978.00| 125.00000 36587.50| STEEL SHEET PILING | | | 0018 8091.00 109.000 m3 | 30.00000 3270.00| 60.00000 6540.00| GRANULAR BACKFILL | | | 1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 4077 COUNTIES : YORK LETTING DATE : 07/12/01 1:30 PM DISTRICT : 4 PROJECT(S) : S-81-2(1029) ==================================================================================================================================== |(1) 0083 |(2) 0137 | |WERNER CONSTRUCTION, INC. |JUDDS BROS. CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 338,327.58| $ 429,982.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 7 GUARDRAIL | | | 0019 0030.70 LUMP| 2500.00000 2500.00| 1025.00000 1025.00| MOBILIZATION | | | 0020 7011.20 19.100 m | 53.13000 1014.78| 54.00000 1031.40| W-BEAM GUARDRAIL | | | 0021 7017.00 74.000 m | 8.44000 624.56| 8.50000 629.00| REMOVE GUARDRAIL | | | 0022 7020.00 4.000 EACH| 1130.50000 4522.00| 1131.00000 4524.00| BRIDGE APPROACH SECTIONS | | | 0023 7021.70 3.000 EACH| 1766.00000 5298.00| 1766.00000 5298.00| GUARDRAIL END TREATMENT, SRT-350 | | | 0024 7022.00 1.000 EACH| 440.00000 440.00| 440.00000 440.00| END ANCHORAGE ASSEMBLY | | | SECTION TOTALS | $ 14,399.34| $ 12,947.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 9 BITUMINOUS | | | 0025 L001.02 0.050 ha | 2500.00000 125.00| 20000.00000 1000.00| SEEDING, TYPE B | | | 0026 L020.00 193.200 m2 | 2.10000 405.72| 5.00000 966.00| EROSION CONTROL | | | 0027 L022.75 37.000 m | 20.50000 758.50| 10.00000 370.00| TEMPORARY SILT CHECK | | | 0028 L032.75 0.250 Mg | 220.40000 55.10| 100.00000 25.00| MULCH | | | 0029 0002.40 43.500 StaM| 36.00000 1566.00| 50.00000 2175.00| TEMPORARY SOLID LINES | | | 0030 0002.45 26.300 StaM| 33.00000 867.90| 50.00000 1315.00| TEMPORARY BROKEN LINES | | | 0031 0030.90 LUMP| 34050.00000 34050.00| 15000.00000 15000.00| MOBILIZATION | | | 0032 1009.00 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| GENERAL CLEARING AND GRUBBING | | | 0033 1030.00 52.000 m3 | 15.00000 780.00| 25.00000 1300.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0034 1102.00 1052.000 m2 | 5.75000 6049.00| 3.00000 3156.00| REMOVE ASPHALT SURFACE | | | 1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 4077 COUNTIES : YORK LETTING DATE : 07/12/01 1:30 PM DISTRICT : 4 PROJECT(S) : S-81-2(1029) ==================================================================================================================================== |(1) 0083 |(2) 0137 | |WERNER CONSTRUCTION, INC. |JUDDS BROS. CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4004.50 224.000 kg | 4.95000 1108.80| 4.95000 1108.80| CAST IRON GRATE AND FRAME | | | 0036 4040.10 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| REMOVE INLET TOP | | | 0037 4105.58 3.160 m3 | 1200.00000 3792.00| 1200.00000 3792.00| CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0038 4155.50 81.000 kg | 4.41000 357.21| 4.41000 357.21| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0039 9005.00 100.000 Mg | 39.74000 3974.00| 82.00000 8200.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP2(12.5mm) | | | 0040 9005.30 2810.000 Mg | 34.74000 97619.40| 42.00000 118020.00| ASPHALTIC CONCRETE, TYPE SP2(12.5) | | | 0041 9009.00 77.000 m2 | 4.50000 346.50| 9.25000 712.25| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0042 9021.01 157.140 Mg | 190.00000 29856.60| 185.00000 29070.90| PERFORMANCE GRADED BINDER (64-22) | | | 0043 9053.00 13030.000 L | 0.26000 3387.80| 0.35000 4560.50| TACK COAT | | | 0044 9110.01 5.000 HOUR| 80.00000 400.00| 60.00000 300.00| RENTAL OF LOADER, FULLY OPERATED | | | 0045 9110.02 5.000 HOUR| 75.00000 375.00| 80.00000 400.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0046 9110.03 5.000 HOUR| 65.00000 325.00| 50.00000 250.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0047 9110.07 5.000 HOUR| 60.00000 300.00| 35.00000 175.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0048 9179.23 22.558 StaM| 945.00000 21317.31| 800.00000 18046.40| COLD MILLING, CLASS 3 | | | 0049 9179.35 1646.000 m2 | 6.35000 10452.10| 7.00000 11522.00| COLD MILLING, CLASS 5 | | | 0050 9188.50 76.000 m2 | 30.00000 2280.00| 28.00000 2128.00| SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 223,548.94| $ 229,950.06| ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 1 NEBRASKA DEPARTMENT OF ROADS DATE : 07/12/01 TABULATION OF BIDS CALL ORDER : N13 CONTRACT ID : 4077 COUNTIES : YORK LETTING DATE : 07/12/01 1:30 PM DISTRICT : 4 PROJECT(S) : S-81-2(1029) ==================================================================================================================================== |(1) 0083 |(2) 0137 | |WERNER CONSTRUCTION, INC. |JUDDS BROS. CONSTRUCTION CO.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 0001.10 3000.000 BDAY| 1.10000 3300.00| 1.00000 3000.00| BARRICADE, TYPE III | | | 0052 0001.75 80.000 EACH| 9.00000 720.00| 10.00000 800.00| TEMPORARY SIGN DAY | | | 0053 0001.90 3364.000 EACH| 1.00000 3364.00| 0.50000 1682.00| SIGN DAY | | | 0054 0003.10 40.000 DAY | 175.00000 7000.00| 175.00000 7000.00| FLAGGING | | | 0055 0010.04 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| FIELD OFFICE | | | 0056 0030.10 LUMP| 5000.00000 5000.00| 1350.00000 1350.00| MOBILIZATION | | | SECTION TOTALS | $ 20,384.00| $ 15,332.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 596,659.86| $ 688,212.16| ====================================================================================================================================