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Last Updated:
04/18/2003
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April 17, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : 2 VENDOR RANKING CALL ORDER : N02 CONTRACT ID : 1590 COUNTIES : CASS LETTING DATE : 04/17/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : S-80-9(1133) COUNTY ROAD AT N-63 NEAR GREENWOOD -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 193,899.54 100.0000% 2 3312 PAVERS COMPANIES $ 197,400.00 101.8053% 3 0574 CONSTRUCTORS, INC. $ 198,852.88 102.5546% 4 1661 U.S. ASPHALT CO. $ 209,213.65 107.8980% 5 0477 WESTERN ENGINEERING COMPANY, INC. $ 217,495.87 112.1694% NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : N02 -3 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1590 COUNTIES : CASS LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 3312 |( 3 ) 0574 |DOBSON BROTHERS CONSTRUCTIO |PAVERS COMPANIES |CONSTRUCTORS, 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| 3500.00000 3500.00| 2900.00000 2900.00| 3600.00000 3600.00 MOBILIZATION | | | 0002 1009.00 LUMP| 2091.00000 2091.00| 1800.00000 1800.00| 2100.00000 2100.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 47.000 MGAL| 7.76000 364.72| 10.00000 470.00| 8.00000 376.00 WATER | | | 0004 1012.00 15.000 EACH| 65.79000 986.85| 65.00000 975.00| 68.00000 1020.00 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 9318.000 CY | 1.23000 11461.14| 1.50000 13977.00| 1.25000 11647.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1106.00 50.000 SY | 6.12000 306.00| 6.00000 300.00| 6.25000 312.50 REMOVE DRIVEWAY | | | 0007 L006.00 3.000 ACRE| 51.00000 153.00| 355.00000 1065.00| 53.00000 159.00 COVER CROP SEEDING | | | 0008 L020.01 1129.000 SY | 6.12000 6909.48| 7.25000 8185.25| 6.30000 7112.70 EROSION CONTROL, TYPE A | | | 0009 L020.09 30.000 SY | 15.30000 459.00| 24.50000 735.00| 15.50000 465.00 EROSION CONTROL, TYPE AAA | | | 0010 L020.10 1084.000 SY | 1.53000 1658.52| 1.95000 2113.80| 1.60000 1734.40 EROSION CONTROL, TYPE HV | | | 0011 L021.01 44.000 BALE| 15.30000 673.20| 24.00000 1056.00| 15.50000 682.00 EROSION CHECKS, TYPE A | | | 0012 L021.06 56.000 BALE| 15.30000 856.80| 20.00000 1120.00| 15.50000 868.00 EROSION CHECKS, TYPE HV | | | 0013 L022.75 250.000 LF | 4.59000 1147.50| 16.50000 4125.00| 4.75000 1187.50 TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 30,567.21| $ 38,822.05| $ 31,264.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0014 0030.40 LUMP| 1500.00000 1500.00| 4100.00000 4100.00| 4100.00000 4100.00 MOBILIZATION | | | 0015 4002.00 175.000 LB | 2.77000 484.75| 3.65000 638.75| 3.80000 665.00 CAST IRON COVER AND FRAME | | | 0016 4015.50 1.000 EACH| 604.78000 604.78| 1325.00000 1325.00| 1350.00000 1350.00 RECONSTRUCT MANHOLE | | | 0017 4051.01 123.000 CY | 8.78000 1079.94| 20.00000 2460.00| 20.50000 2521.50 EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : N02 -4 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1590 COUNTIES : CASS LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 3312 |( 3 ) 0574 |DOBSON BROTHERS CONSTRUCTIO |PAVERS COMPANIES |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4101.06 61.780 CY | 313.92000 19393.98| 335.00000 20696.30| 350.00000 21623.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0019 4151.00 6897.000 LB | 0.75000 5172.75| 0.80000 5517.60| 0.85000 5862.45 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 28,236.20| $ 34,737.65| $ 36,121.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 9 BITUMINOUS | | | 0020 0030.90 LUMP| 7500.00000 7500.00| 2700.00000 2700.00| 4500.00000 4500.00 MOBILIZATION | | | 0021 9005.25 3310.000 TON | 19.30000 63883.00| 14.31000 47366.10| 18.50000 61235.00 ASPHALTIC CONCRETE, TYPE SP1(0.5) | | | 0022 9009.00 278.000 SY | 4.78000 1328.84| 2.70000 750.60| 2.10000 583.80 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0023 9021.04 178.740 TON | 255.00000 45578.70| 264.50000 47276.73| 260.00000 46472.40 PERFORMANCE GRADED BINDER (70-28) | | | 0024 9034.00 278.000 SY | 1.47000 408.66| 1.60000 444.80| 2.15000 597.70 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0025 9053.00 860.000 GAL | 0.85000 731.00| 0.86000 739.60| 0.85000 731.00 TACK COAT | | | 0026 9111.00 47.000 MGAL| 6.81000 320.07| 8.00000 376.00| 8.00000 376.00 WATER | | | 0027 9170.00 61.414 STA | 39.78000 2443.05| 73.00000 4483.22| 41.00000 2517.97 EARTH SHOULDER CONSTRUCTION | | | 0028 9173.00 30.707 STA | 211.04000 6480.41| 215.00000 6602.01| 265.00000 8137.36 SUBGRADE PREPARATION | | | 0029 L001.02 2.930 ACRE| 678.30000 1987.42| 1500.00000 4395.00| 700.00000 2051.00 SEEDING, TYPE B | | | 0030 L032.75 6.500 TON | 102.00000 663.00| 120.00000 780.00| 105.00000 682.50 MULCH | | | SECTION TOTALS | $ 131,324.15| $ 115,914.06| $ 127,884.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0031 0001.10 1098.000 BDAY| 1.02000 1119.96| 3.10000 3403.80| 1.05000 1152.90 BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : N02 -5 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1590 COUNTIES : CASS LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 3312 |( 3 ) 0574 |DOBSON BROTHERS CONSTRUCTIO |PAVERS COMPANIES |CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0001.90 488.000 EACH| 0.77000 375.76| 1.05000 512.40| 0.80000 390.40 SIGN DAY | | | 0033 0001.99 366.000 EACH| 1.02000 373.32| 2.60000 951.60| 1.05000 384.30 CONTRACTOR FURNISHED SIGN DAY | | | 0034 0002.55 30.300 STA | 10.71000 324.51| 10.75000 325.73| 11.00000 333.30 OVERLAY BROKEN LINES | | | 0035 0002.60 60.600 STA | 9.38000 568.43| 9.75000 590.85| 9.50000 575.70 OVERLAY SOLID LINES | | | 0036 0010.04 1.000 EACH| 500.00000 500.00| 1900.00000 1900.00| 215.00000 215.00 FIELD OFFICE | | | 0037 0030.00 LUMP| 510.00000 510.00| 241.86000 241.86| 530.00000 530.00 MOBILIZATION | | | SECTION TOTALS | $ 3,771.98| $ 7,926.24| $ 3,581.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 193,899.54| $ 197,400.00| $ 198,852.88 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : N02 -6 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1590 COUNTIES : CASS LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0477 |( ) |U.S. ASPHALT CO. |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| 2889.34000 2889.34| 3400.00000 3400.00| MOBILIZATION | | | 0002 1009.00 LUMP| 2056.65000 2056.65| 1850.00000 1850.00| GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 47.000 MGAL| 7.63000 358.61| 11.00000 517.00| WATER | | | 0004 1012.00 15.000 EACH| 64.71000 970.65| 67.00000 1005.00| RIGHT-OF-WAY MARKERS | | | 0005 1030.00 9318.000 CY | 1.21000 11274.78| 1.53000 14256.54| EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1106.00 50.000 SY | 7.02000 351.00| 7.00000 350.00| REMOVE DRIVEWAY | | | 0007 L006.00 3.000 ACRE| 50.16000 150.48| 51.50000 154.50| COVER CROP SEEDING | | | 0008 L020.01 1129.000 SY | 6.02000 6796.58| 6.20000 6999.80| EROSION CONTROL, TYPE A | | | 0009 L020.09 30.000 SY | 15.05000 451.50| 15.50000 465.00| EROSION CONTROL, TYPE AAA | | | 0010 L020.10 1084.000 SY | 1.50000 1626.00| 1.55000 1680.20| EROSION CONTROL, TYPE HV | | | 0011 L021.01 44.000 BALE| 15.05000 662.20| 15.50000 682.00| EROSION CHECKS, TYPE A | | | 0012 L021.06 56.000 BALE| 15.05000 842.80| 15.50000 868.00| EROSION CHECKS, TYPE HV | | | 0013 L022.75 250.000 LF | 4.51000 1127.50| 4.70000 1175.00| TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 29,558.09| $ 33,403.04| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0014 0030.40 LUMP| 4012.97000 4012.97| 4125.00000 4125.00| MOBILIZATION | | | 0015 4002.00 175.000 LB | 3.61000 631.75| 3.70000 647.50| CAST IRON COVER AND FRAME | | | 0016 4015.50 1.000 EACH| 1314.25000 1314.25| 1350.00000 1350.00| RECONSTRUCT MANHOLE | | | 0017 4051.01 123.000 CY | 20.06000 2467.38| 21.00000 2583.00| EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : N02 -7 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1590 COUNTIES : CASS LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0477 |( ) |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4101.06 61.780 CY | 331.07000 20453.50| 340.00000 21005.20| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0019 4151.00 6897.000 LB | 0.80000 5517.60| 0.82000 5655.54| REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 34,397.45| $ 35,366.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 9 BITUMINOUS | | | 0020 0030.90 LUMP| 4943.57000 4943.57| 3700.00000 3700.00| MOBILIZATION | | | 0021 9005.25 3310.000 TON | 23.02000 76196.20| 22.40000 74144.00| ASPHALTIC CONCRETE, TYPE SP1(0.5) | | | 0022 9009.00 278.000 SY | 5.48000 1523.44| 3.00000 834.00| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0023 9021.04 178.740 TON | 247.80000 44291.77| 247.25000 44193.47| PERFORMANCE GRADED BINDER (70-28) | | | 0024 9034.00 278.000 SY | 1.33000 369.74| 3.00000 834.00| PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0025 9053.00 860.000 GAL | 0.83000 713.80| 0.90000 774.00| TACK COAT | | | 0026 9111.00 47.000 MGAL| 7.02000 329.94| 11.00000 517.00| WATER | | | 0027 9170.00 61.414 STA | 39.12000 2402.52| 70.00000 4298.98| EARTH SHOULDER CONSTRUCTION | | | 0028 9173.00 30.707 STA | 164.53000 5052.22| 386.00000 11852.90| SUBGRADE PREPARATION | | | 0029 L001.02 2.930 ACRE| 667.16000 1954.78| 690.00000 2021.70| SEEDING, TYPE B | | | 0030 L032.75 6.500 TON | 100.32000 652.08| 104.00000 676.00| MULCH | | | SECTION TOTALS | $ 138,430.06| $ 143,846.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0031 0001.10 1098.000 BDAY| 1.25000 1372.50| 1.05000 1152.90| BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/03 PAGE : N02 -8 TABULATION OF BIDS CALL ORDER : N02 CONTRACT ID : 1590 COUNTIES : CASS LETTING DATE : 04/17/03 1:30 P.M. DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 0477 |( ) |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0001.90 488.000 EACH| 1.19000 580.72| 0.80000 390.40| SIGN DAY | | | 0033 0001.99 366.000 EACH| 1.05000 384.30| 1.05000 384.30| CONTRACTOR FURNISHED SIGN DAY | | | 0034 0002.55 30.300 STA | 14.75000 446.93| 10.80000 327.24| OVERLAY BROKEN LINES | | | 0035 0002.60 60.600 STA | 14.75000 893.85| 9.50000 575.70| OVERLAY SOLID LINES | | | 0036 0010.04 1.000 EACH| 1504.86000 1504.86| 1500.00000 1500.00| FIELD OFFICE | | | 0037 0030.00 LUMP| 1644.89000 1644.89| 550.00000 550.00| MOBILIZATION | | | SECTION TOTALS | $ 6,828.05| $ 4,880.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 209,213.65| $ 217,495.87| $ ====================================================================================================================================
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