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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 : N16 CONTRACT ID : 3743X COUNTIES : DIXON LETTING DATE : 01/29/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : PEP-S26B(1003) ON S26B CONCORD SPUR -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0875 BROWER CONSTRUCTION CO. $ 389,224.53 100.0000% 2 1661 U.S. ASPHALT CO. $ 400,858.84 102.9891% 3 0477 WESTERN ENGINEERING COMPANY, INC. $ 428,446.26 110.0769% 4 0086 HENNINGSEN CONST., INC. $ 437,723.07 112.4603% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N16 -3 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 3743X COUNTIES : DIXON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 1661 |( 3 ) 0477 |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 9 BITUMINOUS | | | 0001 0001.08 1080.000 BDAY| 0.50000 540.00| 0.50000 540.00| 0.50000 540.00 BARRICADE, TYPE II | | | 0002 0001.10 205.000 BDAY| 2.02000 414.10| 2.05000 420.25| 2.00000 410.00 BARRICADE, TYPE III | | | 0003 0001.75 280.000 EACH| 2.02000 565.60| 2.05000 574.00| 3.00000 840.00 TEMPORARY SIGN DAY | | | 0004 0001.90 2009.000 EACH| 0.51000 1024.59| 0.51000 1024.59| 0.60000 1205.40 SIGN DAY | | | 0005 0002.55 434.340 STA | 7.07000 3070.78| 7.16000 3109.87| 7.00000 3040.38 OVERLAY BROKEN LINES | | | 0006 0002.60 727.560 STA | 7.07000 5143.85| 7.16000 5209.33| 7.00000 5092.92 OVERLAY SOLID LINES | | | 0007 0003.10 40.000 DAY | 200.00000 8000.00| 178.25000 7130.00| 205.00000 8200.00 FLAGGING | | | 0008 0003.20 16.000 DAY | 280.00000 4480.00| 196.10000 3137.60| 300.00000 4800.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0009 0010.04 1.000 EACH| 2000.00000 2000.00| 1023.07000 1023.07| 500.00000 500.00 FIELD OFFICE | | | 0010 0030.90 LUMP| 38117.09000 38117.09| 17517.40000 17517.40| 4000.00000 4000.00 MOBILIZATION | | | 0011 8022.00 97.000 TON | 65.00000 6305.00| 66.50000 6450.50| 104.00000 10088.00 HYDRATED LIME | | | 0012 8110.50 122.571 STA | 380.00000 46576.98| 388.77000 47651.93| 400.00000 49028.40 HYDRATED LIME SLURRY STABILIZATION | | | 0013 9000.75 500.000 TON | 18.51000 9255.00| 18.74000 9370.00| 21.50000 10750.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.375) | | | 0014 9005.00 75.000 TON | 40.57000 3042.75| 25.53000 1914.75| 30.00000 2250.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | 0015 9005.50 6490.000 TON | 18.51000 120129.90| 21.35000 138561.50| 24.75000 160627.50 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0016 9020.91 27.000 TON | 178.86000 4829.22| 181.18000 4891.86| 180.00000 4860.00 PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N16 -4 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 3743X COUNTIES : DIXON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 1661 |( 3 ) 0477 |BROWER CONSTRUCTION CO. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 9021.01 354.510 TON | 178.86000 63407.66| 181.18000 64230.12| 180.00000 63811.80 PERFORMANCE GRADED BINDER (64-22) | | | 0018 9052.15 23650.000 GAL | 0.73000 17264.50| 0.75000 17737.50| 0.78000 18447.00 EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0019 9053.00 23100.000 GAL | 0.36000 8316.00| 0.75000 17325.00| 1.00000 23100.00 TACK COAT | | | 0020 9110.01 20.000 HOUR| 65.00000 1300.00| 31.41000 628.20| 65.00000 1300.00 RENTAL OF LOADER, FULLY OPERATED | | | 0021 9110.02 20.000 HOUR| 65.00000 1300.00| 30.53000 610.60| 65.00000 1300.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0022 9110.03 20.000 HOUR| 50.00000 1000.00| 26.45000 529.00| 45.00000 900.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0023 9110.07 20.000 HOUR| 45.00000 900.00| 24.82000 496.40| 35.00000 700.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0024 9111.00 61.000 MGAL| 10.00000 610.00| 20.46000 1248.06| 1.00000 61.00 WATER | | | 0025 9170.00 245.142 STA | 66.71000 16353.42| 112.54000 27588.28| 110.00000 26965.62 EARTH SHOULDER CONSTRUCTION | | | 0026 9173.15 243.142 STA | 40.00000 9725.68| 40.92000 9949.37| 51.00000 12400.24 TRENCHED WIDENING | | | 0027 9179.23 29.575 STA | 310.86000 9193.68| 255.77000 7564.40| 300.00000 8872.50 COLD MILLING, CLASS 3 | | | 0028 9300.52 2.740 LS | 3000.00000 3000.00| 1023.07000 1023.07| 1000.00000 1000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0029 L001.02 0.330 ACRE| 9604.09000 3169.35| 9728.35000 3210.36| 9600.00000 3168.00 SEEDING, TYPE B | | | 0030 L032.75 0.750 TON | 252.50000 189.38| 255.77000 191.83| 250.00000 187.50 MULCH | | | SECTION TOTALS | $ 389,224.53| $ 400,858.84| $ 428,446.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,224.53| $ 400,858.84| $ 428,446.26 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N16 -5 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 3743X COUNTIES : DIXON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 9 BITUMINOUS | | | 0001 0001.08 1080.000 BDAY| 0.50000 540.00| | BARRICADE, TYPE II | | | 0002 0001.10 205.000 BDAY| 2.00000 410.00| | BARRICADE, TYPE III | | | 0003 0001.75 280.000 EACH| 2.00000 560.00| | TEMPORARY SIGN DAY | | | 0004 0001.90 2009.000 EACH| 1.00000 2009.00| | SIGN DAY | | | 0005 0002.55 434.340 STA | 7.00000 3040.38| | OVERLAY BROKEN LINES | | | 0006 0002.60 727.560 STA | 7.00000 5092.92| | OVERLAY SOLID LINES | | | 0007 0003.10 40.000 DAY | 225.00000 9000.00| | FLAGGING | | | 0008 0003.20 16.000 DAY | 300.00000 4800.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0009 0010.04 1.000 EACH| 500.00000 500.00| | FIELD OFFICE | | | 0010 0030.90 LUMP| 13125.00000 13125.00| | MOBILIZATION | | | 0011 8022.00 97.000 TON | 103.97000 10085.09| | HYDRATED LIME | | | 0012 8110.50 122.571 STA | 395.00000 48415.55| | HYDRATED LIME SLURRY STABILIZATION | | | 0013 9000.75 500.000 TON | 18.00000 9000.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.375) | | | 0014 9005.00 75.000 TON | 55.00000 4125.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | 0015 9005.50 6490.000 TON | 24.22000 157187.80| | ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0016 9020.91 27.000 TON | 178.00000 4806.00| | PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : N16 -6 TABULATION OF BIDS CALL ORDER : N16 CONTRACT ID : 3743X COUNTIES : DIXON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 9021.01 354.510 TON | 178.00000 63102.78| | PERFORMANCE GRADED BINDER (64-22) | | | 0018 9052.15 23650.000 GAL | 0.77000 18210.50| | EMULSIFIED ASPHALT FOR HYDRATED LIME | | | SLURRY STABILIZATION | | | 0019 9053.00 23100.000 GAL | 0.90000 20790.00| | TACK COAT | | | 0020 9110.01 20.000 HOUR| 35.00000 700.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0021 9110.02 20.000 HOUR| 85.00000 1700.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0022 9110.03 20.000 HOUR| 45.00000 900.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0023 9110.07 20.000 HOUR| 45.00000 900.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0024 9111.00 61.000 MGAL| 5.00000 305.00| | WATER | | | 0025 9170.00 245.142 STA | 110.00000 26965.62| | EARTH SHOULDER CONSTRUCTION | | | 0026 9173.15 243.142 STA | 50.75000 12339.46| | TRENCHED WIDENING | | | 0027 9179.23 29.575 STA | 500.00000 14787.50| | COLD MILLING, CLASS 3 | | | 0028 9300.52 2.740 LS | 1000.00000 1000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0029 L001.02 0.330 ACRE| 9509.00000 3137.97| | SEEDING, TYPE B | | | 0030 L032.75 0.750 TON | 250.00000 187.50| | MULCH | | | SECTION TOTALS | $ 437,723.07| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 437,723.07| $ 0.00| $ ====================================================================================================================================
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