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Contract Letting April 18,  2002

 

                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   :  F10                     CONTRACT ID : 3808                         COUNTIES : KNOX
     LETTING DATE : 04/18/02                DISTRICT    : 3
                                                                                           PROJECT(S) : BRO-7054(12)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD SOUTHEAST OF NIOBRARA.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   2283           PERRETT CONSTRUCTION LTD.                                              $    287,256.86     100.0000%
   2   0810           ELK HORN CONSTRUCTION CO.                                              $    307,642.50     107.0966%
   3   0774           DIXON CONSTRUCTION CO.                                                 $    317,539.61     110.5420%
   4   0880           CHRISTENSEN BROS., INC.                                                $    369,933.50     128.7814%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   :  F10                    CONTRACT ID : 3808                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(12)



====================================================================================================================================
                                          |(1) 2283                    |(2) 0810                    |(3) 0774
                                          |PERRETT CONSTRUCTION LTD.   |ELK HORN CONSTRUCTION CO.   |DIXON 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. 14+62
               1-34' & 2-25.5' CONTINUOUS SLAB BRIDGE
                                          |                            |                            |
0001 L006.00                   2.000  ACRE|     400.00000        800.00|     300.00000        600.00|     400.00000         800.00
  COVER CROP SEEDING                      |                            |                            |
0002 0001.10                1332.000  BDAY|       2.00000       2664.00|       1.00000       1332.00|       1.00000        1332.00
  BARRICADE, TYPE III                     |                            |                            |
0003 0001.30                 222.000  LDAY|       2.25000        499.50|       2.00000        444.00|       2.00000         444.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0004 0001.90                2220.000  EACH|       0.50000       1110.00|       0.35000        777.00|       0.35000         777.00
  SIGN DAY                                |                            |                            |
0005 0030.60                          LUMP|   35000.00000      35000.00|   31000.00000      31000.00|   50000.00000       50000.00
  MOBILIZATION                            |                            |                            |
0006 1000.00                   1.000  EACH|     180.00000        180.00|     125.00000        125.00|     180.00000         180.00
  LARGE TREE REMOVAL                      |                            |                            |
0007 1009.00                          LUMP|    4500.00000       4500.00|    1000.00000       1000.00|    4500.00000        4500.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0008 1011.00                  64.000  MGAL|       3.00000        192.00|      14.00000        896.00|       3.00000         192.00
  WATER                                   |                            |                            |
0009 1030.00                4578.000  CY  |       3.00000      13734.00|       3.50000      16023.00|       3.00000       13734.00
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0010 1300.24                  40.000  LF  |      14.00000        560.00|      18.00000        720.00|      14.00000         560.00
  24" DRIVEWAY CULVERT PIPE               |                            |                            |
0011 1300.36                  32.000  LF  |      20.00000        640.00|      25.00000        800.00|      20.00000         640.00
  36" DRIVEWAY CULVERT PIPE               |                            |                            |
0012 2009.51                   8.128  STA |     120.00000        975.36|     125.00000       1016.00|     120.00000         975.36
  CRUSHED ROCK EMBEDMENT                  |                            |                            |
0013 2010.00                 188.000  CY  |      34.00000       6392.00|      34.00000       6392.00|      33.75000        6345.00
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0014 4043.00                  38.000  LF  |       3.00000        114.00|       5.00000        190.00|       3.00000         114.00
  REMOVE CULVERT PIPE                     |                            |                            |
0015 4050.01                  77.000  CY  |      10.00000        770.00|      10.00000        770.00|      10.00000         770.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0016 4300.24                  58.000  LF  |      16.00000        928.00|      20.00000       1160.00|      16.00000         928.00
  24" CULVERT PIPE                        |                            |                            |
0017 4300.36                 136.000  LF  |      24.00000       3264.00|      30.00000       4080.00|      24.00000        3264.00
  36" CULVERT PIPE                        |                            |                            |
0018 4310.24                   1.000  EACH|     200.00000        200.00|     200.00000        200.00|     200.00000         200.00
  24" FLARED-END SECTION                  |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   :  F10                    CONTRACT ID : 3808                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(12)



====================================================================================================================================
                                          |(1) 2283                    |(2) 0810                    |(3) 0774
                                          |PERRETT CONSTRUCTION LTD.   |ELK HORN CONSTRUCTION CO.   |DIXON CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4310.36                   3.000  EACH|     300.00000        900.00|     400.00000       1200.00|     300.00000         900.00
  36" FLARED-END SECTION                  |                            |                            |
0020 6000.10                  84.000  LS  |    5000.00000       5000.00|    4000.00000       4000.00|    5000.00000        5000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0021 6000.11                  84.000  LS  |    5000.00000       5000.00|    4000.00000       4000.00|    5000.00000        5000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0022 6001.00                  14.000  LS  |   10000.00000      10000.00|    6000.00000       6000.00|    7500.00000        7500.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0023 6001.01                  14.000  LS  |   10000.00000      10000.00|    6000.00000       6000.00|    7500.00000        7500.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0024 6010.22                 203.300  CY  |     285.00000      57940.50|     375.00000      76237.50|     300.00000       60990.00
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0025 6010.26                 130.900  CY  |     375.00000      49087.50|     400.00000      52360.00|     300.00000       39270.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0026 6020.00               37435.000  LB  |       0.60000      22461.00|       0.50000      18717.50|       0.55000       20589.25
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0027 6040.00                   1.000  EACH|    4500.00000       4500.00|   15000.00000      15000.00|   30000.00000       30000.00
  REMOVE STRUCTURE AT STA. 14+70          |                            |                            |
0028 6080.00                1845.000  LB  |       5.00000       9225.00|       2.50000       4612.50|       3.00000        5535.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0029 6210.14                 780.000  LF  |      24.00000      18720.00|      23.00000      17940.00|      15.00000       11700.00
  HP 12"X53# STEEL PILING                 |                            |                            |
0030 6251.40                 150.000  LF  |      94.00000      14100.00|     175.00000      26250.00|     200.00000       30000.00
  ROCK SOCKET                             |                            |                            |
0031 7020.00                   4.000  EACH|    1100.00000       4400.00|    1100.00000       4400.00|    1100.00000        4400.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0032 7021.45                   4.000  EACH|     850.00000       3400.00|     850.00000       3400.00|     850.00000        3400.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    287,256.86|             $    307,642.50|                $    317,539.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    287,256.86|             $    307,642.50|                $    317,539.61
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   :  F10                    CONTRACT ID : 3808                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(12)



====================================================================================================================================
                                          |(4) 0880                    |                            |
                                          |CHRISTENSEN BROS., INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 6 BRIDGE AT STA. 14+62
               1-34' & 2-25.5' CONTINUOUS SLAB BRIDGE
                                          |                            |                            |
0001 L006.00                   2.000  ACRE|     400.00000        800.00|                            |
  COVER CROP SEEDING                      |                            |                            |
0002 0001.10                1332.000  BDAY|       1.50000       1998.00|                            |
  BARRICADE, TYPE III                     |                            |                            |
0003 0001.30                 222.000  LDAY|       2.30000        510.60|                            |
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0004 0001.90                2220.000  EACH|       0.50000       1110.00|                            |
  SIGN DAY                                |                            |                            |
0005 0030.60                          LUMP|   35000.00000      35000.00|                            |
  MOBILIZATION                            |                            |                            |
0006 1000.00                   1.000  EACH|     190.00000        190.00|                            |
  LARGE TREE REMOVAL                      |                            |                            |
0007 1009.00                          LUMP|    4800.00000       4800.00|                            |
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0008 1011.00                  64.000  MGAL|       3.20000        204.80|                            |
  WATER                                   |                            |                            |
0009 1030.00                4578.000  CY  |       3.20000      14649.60|                            |
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0010 1300.24                  40.000  LF  |      15.00000        600.00|                            |
  24" DRIVEWAY CULVERT PIPE               |                            |                            |
0011 1300.36                  32.000  LF  |      21.00000        672.00|                            |
  36" DRIVEWAY CULVERT PIPE               |                            |                            |
0012 2009.51                   8.128  STA |     125.00000       1016.00|                            |
  CRUSHED ROCK EMBEDMENT                  |                            |                            |
0013 2010.00                 188.000  CY  |      35.00000       6580.00|                            |
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0014 4043.00                  38.000  LF  |       3.00000        114.00|                            |
  REMOVE CULVERT PIPE                     |                            |                            |
0015 4050.01                  77.000  CY  |      10.00000        770.00|                            |
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0016 4300.24                  58.000  LF  |      18.00000       1044.00|                            |
  24" CULVERT PIPE                        |                            |                            |
0017 4300.36                 136.000  LF  |      25.00000       3400.00|                            |
  36" CULVERT PIPE                        |                            |                            |
0018 4310.24                   1.000  EACH|     200.00000        200.00|                            |
  24" FLARED-END SECTION                  |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   :  F10                    CONTRACT ID : 3808                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(12)



====================================================================================================================================
                                          |(4) 0880                    |                            |
                                          |CHRISTENSEN BROS., INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4310.36                   3.000  EACH|     300.00000        900.00|                            |
  36" FLARED-END SECTION                  |                            |                            |
0020 6000.10                  84.000  LS  |    5000.00000       5000.00|                            |
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0021 6000.11                  84.000  LS  |    5000.00000       5000.00|                            |
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0022 6001.00                  14.000  LS  |   18000.00000      18000.00|                            |
  BENT NO.1 EXCAVATION                    |                            |                            |
0023 6001.01                  14.000  LS  |   18000.00000      18000.00|                            |
  BENT NO.2 EXCAVATION                    |                            |                            |
0024 6010.22                 203.300  CY  |     340.00000      69122.00|                            |
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0025 6010.26                 130.900  CY  |     320.00000      41888.00|                            |
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0026 6020.00               37435.000  LB  |       0.70000      26204.50|                            |
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0027 6040.00                   1.000  EACH|   14000.00000      14000.00|                            |
  REMOVE STRUCTURE AT STA. 14+70          |                            |                            |
0028 6080.00                1845.000  LB  |       4.00000       7380.00|                            |
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0029 6210.14                 780.000  LF  |      21.00000      16380.00|                            |
  HP 12"X53# STEEL PILING                 |                            |                            |
0030 6251.40                 150.000  LF  |     440.00000      66000.00|                            |
  ROCK SOCKET                             |                            |                            |
0031 7020.00                   4.000  EACH|    1200.00000       4800.00|                            |
  BRIDGE APPROACH SECTIONS                |                            |                            |
0032 7021.45                   4.000  EACH|     900.00000       3600.00|                            |
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    369,933.50|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    369,933.50|                            |
====================================================================================================================================