Bid Tabs

Return to Bid Tabs Index



Contract Letting December 06, 2001


                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F10                     CONTRACT ID : 1545X                         COUNTIES : OTOE
      LETTING DATE : 12/06/01                 DISTRICT    : 1
                                                                                             PROJECT(S) : STPE-3695(2)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD SOUTHEAST OF NEBRASKA CITY.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   1613           M. E. COLLINS CONTRACTING COMPANY, INC.                                $    220,603.40     100.0000%
   2   3606           DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES                    $    245,857.78     111.4478%
   3   0774           DIXON CONSTRUCTION CO.                                                 $    265,921.80     120.5429%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F10                    CONTRACT ID : 1545X                        COUNTIES : OTOE
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : STPE-3695(2)



====================================================================================================================================
                                          |(1) 1613                    |(2) 3606                    |(3) 0774
                                          |COLLINS CONTRACTING COMPANY,|DOBSON BROTHERS CONSTRUCTION|DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 4 CULVERTS
                                          |                            |                            |
0001 L006.00                   1.000  ACRE|      52.40000         52.40|     110.25000        110.25|      50.00000          50.00
  COVER CROP SEEDING                      |                            |                            |
0002 L020.00                 542.000  SY  |       2.60000       1409.20|       4.06000       2200.52|       2.50000        1355.00
  EROSION CONTROL                         |                            |                            |
0003 0001.08                 620.000  BDAY|       0.50000        310.00|       0.50000        310.00|       0.50000         310.00
  BARRICADE, TYPE II                      |                            |                            |
0004 0001.10                 248.000  BDAY|       1.90000        471.20|       1.89000        468.72|       1.80000         446.40
  BARRICADE, TYPE III                     |                            |                            |
0005 0001.30                 124.000  LDAY|       1.40000        173.60|       1.37000        169.88|       1.30000         161.20
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0006 0001.90                1984.000  EACH|       1.10000       2182.40|       1.05000       2083.20|       1.00000        1984.00
  SIGN DAY                                |                            |                            |
0007 0003.10                  10.000  DAY |     200.00000       2000.00|     167.26000       1672.60|     200.00000        2000.00
  FLAGGING                                |                            |                            |
0008 0003.51                 130.000  LF  |      20.00000       2600.00|      14.89000       1935.70|      30.00000        3900.00
  INSTALL CONCRETE PROTECTION BARRIER     |                            |                            |
0009 0003.56                 130.000  LF  |       4.00000        520.00|      12.82000       1666.60|      20.00000        2600.00
  RELOCATE CONCRETE PROTECTION BARRIER    |                            |                            |
0010 0003.75                   1.000  EACH|   11460.00000      11460.00|   12000.00000      12000.00|   25000.00000       25000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
0011 0030.40                          LUMP|   20000.00000      20000.00|   24000.00000      24000.00|   30000.00000       30000.00
  MOBILIZATION                            |                            |                            |
0012 1009.00                          LUMP|     523.60000        523.60|    1514.57000       1514.57|    5000.00000        5000.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0013 1011.00                   5.000  MGAL|      10.50000         52.50|      10.37000         51.85|      10.00000          50.00
  WATER                                   |                            |                            |
0014 1030.00                 750.000  CY  |       5.20000       3900.00|      15.29000      11467.50|      10.00000        7500.00
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0015 1101.00                 533.000  SY  |       8.40000       4477.20|       4.03000       2147.99|      10.00000        5330.00
  REMOVE PAVEMENT                         |                            |                            |
0016 2010.03                  38.000  TON |      18.90000        718.20|      18.60000        706.80|      30.00000        1140.00
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0017 3075.32                 533.000  SY  |      45.70000      24358.10|      30.88000      16459.04|      45.00000       23985.00
  8" CONCRETE PAVEMENT, CLASS 47B-3500    |                            |                            |
0018 4050.01                 483.000  CY  |      10.00000       4830.00|      25.00000      12075.00|       7.00000        3381.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0019 4051.01                1198.000  CY  |      14.00000      16772.00|      25.00000      29950.00|      10.00000       11980.00
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F10                    CONTRACT ID : 1545X                        COUNTIES : OTOE
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : STPE-3695(2)



====================================================================================================================================
                                          |(1) 1613                    |(2) 3606                    |(3) 0774
                                          |COLLINS CONTRACTING COMPANY,|DOBSON BROTHERS CONSTRUCTION|DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4054.65                          LUMP|   63800.00000      63800.00|   42000.00000      42000.00|   60000.00000       60000.00
  TEMPORARY SHORING                       |                            |                            |
0021 4101.06                 173.300  CY  |     286.00000      49563.80|     420.00000      72786.00|     400.00000       69320.00
  CLASS 47B-3000 OR AX-3000 CONCRETE FOR  |                            |                            |
  BOX CULVERT                             |                            |                            |
0022 4151.00               17382.000  LB  |       0.60000      10429.20|       0.58000      10081.56|       0.60000       10429.20
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
     SECTION TOTALS                       |             $    220,603.40|             $    245,857.78|                $    265,921.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    220,603.40|             $    245,857.78|                $    265,921.80
====================================================================================================================================