MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -1           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
     CONTRACT DESCRIPTION :               CONTRACT TIME : 12/31/13  COMPLETION DATE           
     MILL/GRIND, PATCH, AND RESURFACE ROADWAY PAVEMENTS AT                                 PROJECT(S) : AC-STP-NH-000A(878)E           
     VARIOUS LOCATIONS IN BALTIMORE COUNTY EAST OF I-83           
           
           
     VENDOR RANKING :           
           
  --------------------------------------------------------------------------------------------------------------------------           
                                                                                                   TOTAL         % OVER           
  RANK     NAME                                                                                     BID           LOW BID           
  --------------------------------------------------------------------------------------------------------------------------           
   1   AMERICAN INFRASTRUCTURE-MD, INC. DBA AMERICAN INFRASTRUCTURE                          $  4,544,444.00     100.0000%           
   2   GRAY & SON, INC.                                                                      $  4,840,000.00     106.5037%           
   3   P. FLANIGAN & SONS, INC.                                                              $  5,160,622.50     113.5589%           
   4   DAISY CONCRETE INC. OF MARYLAND                                                       $  6,190,155.00     136.2137%           
====================================================================================================================================           
                                          |                            |                            |           
                                          |AMERICAN INFRASTRUCTURE     |GRAY & SON, INC.            |P. FLANIGAN & SONS, INC.           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
SECTION 0001   XY2035177           
                                          |                            |                            |           
1001 110500                 9000.000  EA  |       1.00000       9000.00|       1.00000       9000.00|       1.00000        9000.00           
  PRICE ADJUSTMENT FOR DIESEL FUEL (DO    |                            |                            |           
  NOT ALTER)                              |                            |                            |           
1002 114005               350000.000  LF  |       0.01000       3500.00|       0.01000       3500.00|       0.01000        3500.00           
  5 INCH YELLOW NONTOXIC LEAD FREE        |                            |                            |           
  WATERBORNE PAVEMENT MARKING PAINT       |                            |                            |           
1003 114010               350000.000  LF  |       0.01000       3500.00|       0.01000       3500.00|       0.01000        3500.00           
  5 INCH WHITE NONTOXIC LEAD FREE         |                            |                            |           
  WATERBORNE PAVEMENT MARKING PAINT       |                            |                            |           
1004 114280                 2500.000  LF  |       1.50000       3750.00|       0.01000         25.00|       0.01000          25.00           
  REMOVAL OF EXISTING PAVEMENT LINE       |                            |                            |           
  MARKINGS, ANY WIDTH                     |                            |                            |           
1005 120510                  200.000  UD  |       1.00000        200.00|    1500.00000     300000.00|    2200.00000      440000.00           
  MAINTENANCE OF TRAFFIC FOR ALL WORK     |                            |                            |           
  EXCLUDING INTERSTATE BRIDGE             |                            |                            |           
1006 120510                   20.000  UD  |       1.00000         20.00|       1.25000         25.00|    2200.00000       44000.00           
  MAINTENANCE OF TRAFFIC FOR INTERSTATE   |                            |                            |           
  BRIDGE APPROACH WORK                    |                            |                            |           
1007 120561                  150.000  TON |     130.00000      19500.00|     135.00000      20250.00|      88.00000       13200.00           
  HOT MIX ASPHALT FOR MAINTENANCE OF      |                            |                            |           
  TRAFFIC                                 |                            |                            |           
1008 120610                   50.000  UD  |     100.00000       5000.00|      40.00000       2000.00|     100.00000        5000.00           
  ARROW PANEL                             |                            |                            |           
1009 120625                 1500.000  SF  |      21.00000      31500.00|      14.00000      21000.00|      14.75000       22125.00           
  TEMPORARY TRAFFIC SIGNS HIGH            |                            |                            |           
  PERFORMANCE WIDE ANGLE RETROREFLECTIVE  |                            |                            |           
  SHEETING                                |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -2           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |AMERICAN INFRASTRUCTURE     |GRAY & SON, INC.            |P. FLANIGAN & SONS, INC.           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
1010 120820                  100.000  EA  |     150.00000      15000.00|     100.00000      10000.00|     100.00000       10000.00           
  DRUMS FOR MAINTENANCE OF TRAFFIC        |                            |                            |           
1011 130850                           LUMP|  136259.00000     136259.00|  116200.00000     116200.00|  150000.00000      150000.00           
  MOBILIZATION (MAXIMUM 3% OF TOTAL BID)  |                            |                            |           
1012 199000                  200.000  EA  |     250.00000      50000.00|     100.00000      20000.00|      50.00000       10000.00           
  CONES FOR MAINTENANCE OF TRAFFIC        |                            |                            |           
1013 199005               250000.000  LF  |       0.01000       2500.00|       0.01000       2500.00|       0.01000        2500.00           
  4 INCH TEMPORARY PAVEMENT STRIPING TAPE |                            |                            |           
1014 199010                  500.000  LF  |       2.00000       1000.00|       1.10000        550.00|       0.01000           5.00           
  6 INCH TEMPORARY PAVEMENT STRIPING TAPE |                            |                            |           
1015 199015               220000.000  LF  |       0.01000       2200.00|       0.01000       2200.00|       0.01000        2200.00           
  REMOVAL OF TEMPORARY PAVEMENT STRIPING  |                            |                            |           
  TAPE - ANY WIDTH                        |                            |                            |           
3001 380201                   20.000  EA  |       1.00000         20.00|       1.00000         20.00|       1.00000          20.00           
  ADJUST EXISTING INLET DOUBLE TRAFFIC    |                            |                            |           
  BEARING GRATE                           |                            |                            |           
3002 380201                   20.000  EA  |       1.00000         20.00|       1.00000         20.00|       1.00000          20.00           
  ADJUST EXISTING INLET SINGLE TRAFFIC    |                            |                            |           
  BEARING GRATE                           |                            |                            |           
3003 387107                  300.000  LF  |      10.00000       3000.00|      11.00000       3300.00|       1.00000         300.00           
  6 INCH PERFORATED CIRCULAR PIPE         |                            |                            |           
  UNDERDRAIN                              |                            |                            |           
5001 504014                 2500.000  TON |     124.75000     311875.00|     125.00000     312500.00|      90.00000      225000.00           
  HOT MIX ASPHALT SUPERPAVE 4.75MM FOR    |                            |                            |           
  SURFACE, PG64-22, LEVEL-2               |                            |                            |           
5002 504086                 3500.000  TON |     121.75000     426125.00|     104.00000     364000.00|      92.00000      322000.00           
  HOT MIX ASPHALT SUPERPAVE 9.5MM FOR     |                            |                            |           
  SURFACE, PG64-22, LEVEL-2               |                            |                            |           
5003 504102                 2200.000  TON |      86.00000     189200.00|      76.00000     167200.00|      86.50000      190300.00           
  HOT MIX ASPHALT SUPERPAVE 9.5MM FOR     |                            |                            |           
  WEDGE/LEVEL, PG64-22, LEVEL -2          |                            |                            |           
5004 504206                 7500.000  TON |     119.75000     898125.00|      89.00000     667500.00|      92.00000      690000.00           
  HOT MIX ASPHALT SUPERPAVE 12.5MM FOR    |                            |                            |           
  SURFACE, PG64-22, LEVEL-2               |                            |                            |           
5005 504258                 2500.000  TON |     125.85000     314625.00|     102.00000     255000.00|     105.00000      262500.00           
  HOT MIX ASPHALT SUPERPAVE 12.5MM,       |                            |                            |           
  PG76-22, 8PV, LEVEL-4                   |                            |                            |           
5006 504422                  750.000  TON |      60.00000      45000.00|      50.00000      37500.00|      73.00000       54750.00           
  HOT MIX ASPHALT SUPERPAVE 25.0MM FOR    |                            |                            |           
  BASE, PG64-22, LEVEL-2                  |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -3           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |AMERICAN INFRASTRUCTURE     |GRAY & SON, INC.            |P. FLANIGAN & SONS, INC.           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
5007 504600                10000.000  EA  |       1.00000      10000.00|       1.00000      10000.00|       1.00000       10000.00           
  PRICE ADJUSTMENT FOR ASPHALT BINDER (DO |                            |                            |           
  NOT ALTER)                              |                            |                            |           
5008 504605                 5000.000  EA  |       1.00000       5000.00|       1.00000       5000.00|       1.00000        5000.00           
  PAYMENT ADJUSTMENT FOR PAVEMENT DENSITY |                            |                            |           
  (DO NOT ALTER)                          |                            |                            |           
5009 504610                 5000.000  EA  |       1.00000       5000.00|       1.00000       5000.00|       1.00000        5000.00           
  PAYMENT ADJUSTMENT FOR HOT MIX ASPHALT  |                            |                            |           
  MIXTURE (DO NOT ALTER)                  |                            |                            |           
5010 530100                60000.000  SY  |       1.00000      60000.00|       0.01000        600.00|       2.20000      132000.00           
  GRINDING HOT MIX ASPHALT PAVEMENT 0     |                            |                            |           
  INCH TO 2 INCH                          |                            |                            |           
5011 535100                 5000.000  EA  |       1.00000       5000.00|       1.00000       5000.00|       1.00000        5000.00           
  PAVEMENT SURFACE PROFILE PAY ADJUSTMENT |                            |                            |           
  (DO NOT ALTER)                          |                            |                            |           
5012 585340                 2500.000  EA  |       0.01000         25.00|      23.00000      57500.00|      22.00000       55000.00           
  SNOWPLOWABLE RAISED PAVEMENT MARKERS    |                            |                            |           
5013 585405               250000.000  LF  |       0.01000       2500.00|       0.84000     210000.00|       0.60000      150000.00           
  5 INCH WHITE LEAD FREE REFLECTIVE       |                            |                            |           
  THERMOPLASTIC PAVEMENT MARKINGS         |                            |                            |           
5014 585407               250000.000  LF  |       0.01000       2500.00|       0.84000     210000.00|       0.60000      150000.00           
  5 INCH YELLOW LEAD FREE REFLECTIVE      |                            |                            |           
  THERMOPLASTIC PAVEMENT MARKINGS         |                            |                            |           
5015 585408               125000.000  LF  |       0.01000       1250.00|       1.35000     168750.00|       0.65000       81250.00           
  10 INCH WHITE LEAD FREE REFLECTIVE      |                            |                            |           
  THERMOPLASTIC PAVEMENT MARKINGS         |                            |                            |           
5016 585431               160000.000  LF  |       0.01000       1600.00|       0.21000      33600.00|       0.15000       24000.00           
  5 INCH YELLOW PAVEMENT MARKING PAINT    |                            |                            |           
  LINES                                   |                            |                            |           
5017 585433               160000.000  LF  |       0.01000       1600.00|       0.21000      33600.00|       0.15000       24000.00           
  5 INCH WHITE PAVEMENT MARKING PAINT     |                            |                            |           
  LINES                                   |                            |                            |           
5018 585435                80000.000  LF  |       0.01000        800.00|       0.29000      23200.00|       0.15000       12000.00           
  10 INCH WHITE PAVEMENT MARKING PAINT    |                            |                            |           
  LINES                                   |                            |                            |           
5019 585621                 5000.000  LF  |       0.01000         50.00|       7.70000      38500.00|       7.20000       36000.00           
  12 INCH WHITE PREFORMED THERMOPLASTIC   |                            |                            |           
  PAVEMENT MARKING LINES                  |                            |                            |           
5020 585625                 2500.000  LF  |       0.01000         25.00|      12.00000      30000.00|      11.20000       28000.00           
  24 INCH WHITE PREFORMED THERMOPLASTIC   |                            |                            |           
  PAVEMENT MARKING LINES                  |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -4           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |AMERICAN INFRASTRUCTURE     |GRAY & SON, INC.            |P. FLANIGAN & SONS, INC.           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
5021 585627                 2500.000  SF  |       0.01000         25.00|      19.00000      47500.00|      18.00000       45000.00           
  WHITE PREFORMED THERMOPLASTIC PAVEMENT  |                            |                            |           
  MARKING LEGENDS AND SYMBOLS             |                            |                            |           
5022 585705                 1000.000  SF  |       1.50000       1500.00|       0.01000         10.00|       3.00000        3000.00           
  REMOVAL OF EXISTING PAVEMENT LETTERS,   |                            |                            |           
  SYMBOLS, ARROWS AND NUMBERS             |                            |                            |           
5023 599040                  200.000  TON |     300.00000      60000.00|     300.00000      60000.00|     175.00000       35000.00           
  HOT MIX ASPHALT SUPERPAVE 12.5MM FOR    |                            |                            |           
  BRIDGE APPROACHES, PG64-22, LEVEL-2     |                            |                            |           
5024 599115                 5000.000  TON |     140.00000     700000.00|     110.00000     550000.00|     123.00000      615000.00           
  HOT MIX ASPHALT SUPERPAVE 12.5MM,       |                            |                            |           
  PG64-22, FOR PATCHING UP TO 3 INCHES    |                            |                            |           
  MILLED PATCHING                         |                            |                            |           
5025 599125                 2500.000  TON |     105.00000     262500.00|      95.00000     237500.00|     143.50000      358750.00           
  HOT MIX ASPHALT SUPERPAVE 19.0MM,       |                            |                            |           
  PG64-22, FOR PATCHING OVER 3 INCHES     |                            |                            |           
  EXCAVATED PATCHING                      |                            |                            |           
5026 599125                 5000.000  TON |     120.00000     600000.00|     106.00000     530000.00|     115.00000      575000.00           
  HOT MIX ASPHALT SUPERPAVE 19.0MM,       |                            |                            |           
  PG64-22, FOR PATCHING OVER 3 INCHES     |                            |                            |           
  MILLED PATCHING                         |                            |                            |           
5027 599150                 1500.000  TON |      15.00000      22500.00|      15.00000      22500.00|       1.00000        1500.00           
  VARIABLE DEPTH PATCHING USING GRADED    |                            |                            |           
  AGGREGATE BASE COURSE                   |                            |                            |           
5028 599200                90000.000  SY  |       1.00000      90000.00|       0.01000        900.00|       2.40000      216000.00           
  MILLING EXISTING PAVEMENT               |                            |                            |           
6001 616250                 2500.000  TON |      31.00000      77500.00|      29.00000      72500.00|      30.00000       75000.00           
  CRUSHER RUN AGGREGATE CR-6 FOR SHOULDER |                            |                            |           
  EDGE DROPOFF                            |                            |                            |           
6003 616501                 7000.000  SY  |       5.00000      35000.00|       4.30000      30100.00|       3.60000       25200.00           
  TOPSOIL FOR SHOULDER EDGE DROPOFF (0 -  |                            |                            |           
  3 INCHES)                               |                            |                            |           
6004 616501                 2000.000  SY  |       9.00000      18000.00|       7.50000      15000.00|       7.15000       14300.00           
  TOPSOIL FOR SHOULDER EDGE DROPOFF       |                            |                            |           
  (GREATER THAN 3 INCHES TO 6 INCHES)     |                            |                            |           
6005 616501                  500.000  SY  |      12.00000       6000.00|      12.00000       6000.00|      10.75000        5375.00           
  TOPSOIL FOR SHOULDER EDGE DROPOFF       |                            |                            |           
  (GREATER THAN 6 INCHES TO 9 INCHES)     |                            |                            |           
8001 800000-EA                10.000  EA  |     250.00000       2500.00|     300.00000       3000.00|      53.00000         530.00           
  . UTILITY ADJUSTMENT 4 INCH TO 10 INCH  |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -5           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |AMERICAN INFRASTRUCTURE     |GRAY & SON, INC.            |P. FLANIGAN & SONS, INC.           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
8002 800000-EA                 5.000  EA  |     800.00000       4000.00|     850.00000       4250.00|     159.00000         795.00           
  . UTILITY ADJUSTMENT ABOVE 30 INCH      |                            |                            |           
8003 800000-EA                 5.000  EA  |     600.00000       3000.00|     650.00000       3250.00|     132.50000         662.50           
  . UTILITY ADJUSTMENT OVER 10 INCH TO 18 |                            |                            |           
8004 800000-EA                 5.000  EA  |     700.00000       3500.00|     750.00000       3750.00|     159.00000         795.00           
  . UTILITY ADJUSTMENT OVER 18 INCH TO 30 |                            |                            |           
8005 805115                  100.000  LF  |       1.00000        100.00|      26.00000       2600.00|       1.00000         100.00           
  3 INCH SCHEDULE 80 RIGID PVC            |                            |                            |           
  CONDUIT-BORED                           |                            |                            |           
8006 805150                  100.000  LF  |       1.00000        100.00|      39.00000       3900.00|       1.00000         100.00           
  3 INCH SCHEDULE 80 RIGID PVC            |                            |                            |           
  CONDUIT-SLOTTED                         |                            |                            |           
8007 805160                  300.000  LF  |       1.00000        300.00|       9.00000       2700.00|       1.00000         300.00           
  1 INCH LIQUID TIGHT FLEXIBLE            |                            |                            |           
  NON-METALLIC CONDUIT FOR DETECTOR SLEEVE|                            |                            |           
8008 810550                   10.000  EA  |    1000.00000      10000.00|    1700.00000      17000.00|       1.00000          10.00           
  MICROLOOP PROBE, 500 FOOT LEAD IN CABLE |                            |                            |           
8009 810555                   10.000  EA  |    1500.00000      15000.00|    1950.00000      19500.00|       1.00000          10.00           
  MICROLOOP PROBE, 1000 FOOT LEAD IN CABL |                            |                            |           
8010 862101                 6000.000  LF  |      11.10000      66600.00|       9.50000      57000.00|       1.00000        6000.00           
  LOOP WIRE ENCASED IN FLEXIBLE TUBING    |                            |                            |           
  (NO. 14 AWG)                            |                            |                            |           
8011 862102                 5000.000  LF  |       0.01000         50.00|       0.50000       2500.00|       1.00000        5000.00           
  SAW CUT FOR SIGNAL (LOOP DETECTOR)      |                            |                            |           
     SECTION TOTALS                       |             $  4,544,444.00|             $  4,840,000.00|              $  5,160,622.50           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
     CONTRACT TOTALS                      |             $  4,544,444.00|             $  4,840,000.00|              $  5,160,622.50           
====================================================================================================================================           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -6           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |DAISY CONCRETE INC. OF MARY |                            |           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
SECTION 0001   XY2035177           
                                          |                            |                            |           
1001 110500                 9000.000  EA  |       1.00000       9000.00|                            |           
  PRICE ADJUSTMENT FOR DIESEL FUEL (DO    |                            |                            |           
  NOT ALTER)                              |                            |                            |           
1002 114005               350000.000  LF  |       0.10000      35000.00|                            |           
  5 INCH YELLOW NONTOXIC LEAD FREE        |                            |                            |           
  WATERBORNE PAVEMENT MARKING PAINT       |                            |                            |           
1003 114010               350000.000  LF  |       0.10000      35000.00|                            |           
  5 INCH WHITE NONTOXIC LEAD FREE         |                            |                            |           
  WATERBORNE PAVEMENT MARKING PAINT       |                            |                            |           
1004 114280                 2500.000  LF  |       1.05000       2625.00|                            |           
  REMOVAL OF EXISTING PAVEMENT LINE       |                            |                            |           
  MARKINGS, ANY WIDTH                     |                            |                            |           
1005 120510                  200.000  UD  |    3775.00000     755000.00|                            |           
  MAINTENANCE OF TRAFFIC FOR ALL WORK     |                            |                            |           
  EXCLUDING INTERSTATE BRIDGE             |                            |                            |           
1006 120510                   20.000  UD  |    3109.00000      62180.00|                            |           
  MAINTENANCE OF TRAFFIC FOR INTERSTATE   |                            |                            |           
  BRIDGE APPROACH WORK                    |                            |                            |           
1007 120561                  150.000  TON |      85.00000      12750.00|                            |           
  HOT MIX ASPHALT FOR MAINTENANCE OF      |                            |                            |           
  TRAFFIC                                 |                            |                            |           
1008 120610                   50.000  UD  |      80.00000       4000.00|                            |           
  ARROW PANEL                             |                            |                            |           
1009 120625                 1500.000  SF  |      18.50000      27750.00|                            |           
  TEMPORARY TRAFFIC SIGNS HIGH            |                            |                            |           
  PERFORMANCE WIDE ANGLE RETROREFLECTIVE  |                            |                            |           
  SHEETING                                |                            |                            |           
1010 120820                  100.000  EA  |      60.00000       6000.00|                            |           
  DRUMS FOR MAINTENANCE OF TRAFFIC        |                            |                            |           
1011 130850                           LUMP|  172000.00000     172000.00|                            |           
  MOBILIZATION (MAXIMUM 3% OF TOTAL BID)  |                            |                            |           
1012 199000                  200.000  EA  |      60.00000      12000.00|                            |           
  CONES FOR MAINTENANCE OF TRAFFIC        |                            |                            |           
1013 199005               250000.000  LF  |       0.60000     150000.00|                            |           
  4 INCH TEMPORARY PAVEMENT STRIPING TAPE |                            |                            |           
1014 199010                  500.000  LF  |       1.30000        650.00|                            |           
  6 INCH TEMPORARY PAVEMENT STRIPING TAPE |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -7           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |DAISY CONCRETE INC. OF MARY |                            |           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
1015 199015               220000.000  LF  |       0.08000      17600.00|                            |           
  REMOVAL OF TEMPORARY PAVEMENT STRIPING  |                            |                            |           
  TAPE - ANY WIDTH                        |                            |                            |           
3001 380201                   20.000  EA  |     180.00000       3600.00|                            |           
  ADJUST EXISTING INLET DOUBLE TRAFFIC    |                            |                            |           
  BEARING GRATE                           |                            |                            |           
3002 380201                   20.000  EA  |     140.00000       2800.00|                            |           
  ADJUST EXISTING INLET SINGLE TRAFFIC    |                            |                            |           
  BEARING GRATE                           |                            |                            |           
3003 387107                  300.000  LF  |      14.00000       4200.00|                            |           
  6 INCH PERFORATED CIRCULAR PIPE         |                            |                            |           
  UNDERDRAIN                              |                            |                            |           
5001 504014                 2500.000  TON |     102.00000     255000.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 4.75MM FOR    |                            |                            |           
  SURFACE, PG64-22, LEVEL-2               |                            |                            |           
5002 504086                 3500.000  TON |      89.00000     311500.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 9.5MM FOR     |                            |                            |           
  SURFACE, PG64-22, LEVEL-2               |                            |                            |           
5003 504102                 2200.000  TON |      90.00000     198000.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 9.5MM FOR     |                            |                            |           
  WEDGE/LEVEL, PG64-22, LEVEL -2          |                            |                            |           
5004 504206                 7500.000  TON |      85.00000     637500.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 12.5MM FOR    |                            |                            |           
  SURFACE, PG64-22, LEVEL-2               |                            |                            |           
5005 504258                 2500.000  TON |      95.00000     237500.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 12.5MM,       |                            |                            |           
  PG76-22, 8PV, LEVEL-4                   |                            |                            |           
5006 504422                  750.000  TON |      73.00000      54750.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 25.0MM FOR    |                            |                            |           
  BASE, PG64-22, LEVEL-2                  |                            |                            |           
5007 504600                10000.000  EA  |       1.00000      10000.00|                            |           
  PRICE ADJUSTMENT FOR ASPHALT BINDER (DO |                            |                            |           
  NOT ALTER)                              |                            |                            |           
5008 504605                 5000.000  EA  |       1.00000       5000.00|                            |           
  PAYMENT ADJUSTMENT FOR PAVEMENT DENSITY |                            |                            |           
  (DO NOT ALTER)                          |                            |                            |           
5009 504610                 5000.000  EA  |       1.00000       5000.00|                            |           
  PAYMENT ADJUSTMENT FOR HOT MIX ASPHALT  |                            |                            |           
  MIXTURE (DO NOT ALTER)                  |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -8           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |DAISY CONCRETE INC. OF MARY |                            |           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
5010 530100                60000.000  SY  |       1.55000      93000.00|                            |           
  GRINDING HOT MIX ASPHALT PAVEMENT 0     |                            |                            |           
  INCH TO 2 INCH                          |                            |                            |           
5011 535100                 5000.000  EA  |       1.00000       5000.00|                            |           
  PAVEMENT SURFACE PROFILE PAY ADJUSTMENT |                            |                            |           
  (DO NOT ALTER)                          |                            |                            |           
5012 585340                 2500.000  EA  |      22.75000      56875.00|                            |           
  SNOWPLOWABLE RAISED PAVEMENT MARKERS    |                            |                            |           
5013 585405               250000.000  LF  |       0.83000     207500.00|                            |           
  5 INCH WHITE LEAD FREE REFLECTIVE       |                            |                            |           
  THERMOPLASTIC PAVEMENT MARKINGS         |                            |                            |           
5014 585407               250000.000  LF  |       0.83000     207500.00|                            |           
  5 INCH YELLOW LEAD FREE REFLECTIVE      |                            |                            |           
  THERMOPLASTIC PAVEMENT MARKINGS         |                            |                            |           
5015 585408               125000.000  LF  |       1.38000     172500.00|                            |           
  10 INCH WHITE LEAD FREE REFLECTIVE      |                            |                            |           
  THERMOPLASTIC PAVEMENT MARKINGS         |                            |                            |           
5016 585431               160000.000  LF  |       0.21000      33600.00|                            |           
  5 INCH YELLOW PAVEMENT MARKING PAINT    |                            |                            |           
  LINES                                   |                            |                            |           
5017 585433               160000.000  LF  |       0.21000      33600.00|                            |           
  5 INCH WHITE PAVEMENT MARKING PAINT     |                            |                            |           
  LINES                                   |                            |                            |           
5018 585435                80000.000  LF  |       0.29000      23200.00|                            |           
  10 INCH WHITE PAVEMENT MARKING PAINT    |                            |                            |           
  LINES                                   |                            |                            |           
5019 585621                 5000.000  LF  |       7.55000      37750.00|                            |           
  12 INCH WHITE PREFORMED THERMOPLASTIC   |                            |                            |           
  PAVEMENT MARKING LINES                  |                            |                            |           
5020 585625                 2500.000  LF  |      11.70000      29250.00|                            |           
  24 INCH WHITE PREFORMED THERMOPLASTIC   |                            |                            |           
  PAVEMENT MARKING LINES                  |                            |                            |           
5021 585627                 2500.000  SF  |      18.60000      46500.00|                            |           
  WHITE PREFORMED THERMOPLASTIC PAVEMENT  |                            |                            |           
  MARKING LEGENDS AND SYMBOLS             |                            |                            |           
5022 585705                 1000.000  SF  |       3.10000       3100.00|                            |           
  REMOVAL OF EXISTING PAVEMENT LETTERS,   |                            |                            |           
  SYMBOLS, ARROWS AND NUMBERS             |                            |                            |           
5023 599040                  200.000  TON |     188.00000      37600.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 12.5MM FOR    |                            |                            |           
  BRIDGE APPROACHES, PG64-22, LEVEL-2     |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -9           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |DAISY CONCRETE INC. OF MARY |                            |           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
5024 599115                 5000.000  TON |     150.00000     750000.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 12.5MM,       |                            |                            |           
  PG64-22, FOR PATCHING UP TO 3 INCHES    |                            |                            |           
  MILLED PATCHING                         |                            |                            |           
5025 599125                 2500.000  TON |     155.00000     387500.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 19.0MM,       |                            |                            |           
  PG64-22, FOR PATCHING OVER 3 INCHES     |                            |                            |           
  EXCAVATED PATCHING                      |                            |                            |           
5026 599125                 5000.000  TON |     125.00000     625000.00|                            |           
  HOT MIX ASPHALT SUPERPAVE 19.0MM,       |                            |                            |           
  PG64-22, FOR PATCHING OVER 3 INCHES     |                            |                            |           
  MILLED PATCHING                         |                            |                            |           
5027 599150                 1500.000  TON |      25.00000      37500.00|                            |           
  VARIABLE DEPTH PATCHING USING GRADED    |                            |                            |           
  AGGREGATE BASE COURSE                   |                            |                            |           
5028 599200                90000.000  SY  |       1.50000     135000.00|                            |           
  MILLING EXISTING PAVEMENT               |                            |                            |           
6001 616250                 2500.000  TON |      28.00000      70000.00|                            |           
  CRUSHER RUN AGGREGATE CR-6 FOR SHOULDER |                            |                            |           
  EDGE DROPOFF                            |                            |                            |           
6003 616501                 7000.000  SY  |       5.00000      35000.00|                            |           
  TOPSOIL FOR SHOULDER EDGE DROPOFF (0 -  |                            |                            |           
  3 INCHES)                               |                            |                            |           
6004 616501                 2000.000  SY  |       9.00000      18000.00|                            |           
  TOPSOIL FOR SHOULDER EDGE DROPOFF       |                            |                            |           
  (GREATER THAN 3 INCHES TO 6 INCHES)     |                            |                            |           
6005 616501                  500.000  SY  |      14.00000       7000.00|                            |           
  TOPSOIL FOR SHOULDER EDGE DROPOFF       |                            |                            |           
  (GREATER THAN 6 INCHES TO 9 INCHES)     |                            |                            |           
8001 800000-EA                10.000  EA  |     160.00000       1600.00|                            |           
  . UTILITY ADJUSTMENT 4 INCH TO 10 INCH  |                            |                            |           
8002 800000-EA                 5.000  EA  |     490.00000       2450.00|                            |           
  . UTILITY ADJUSTMENT ABOVE 30 INCH      |                            |                            |           
8003 800000-EA                 5.000  EA  |     310.00000       1550.00|                            |           
  . UTILITY ADJUSTMENT OVER 10 INCH TO 18 |                            |                            |           
8004 800000-EA                 5.000  EA  |     400.00000       2000.00|                            |           
  . UTILITY ADJUSTMENT OVER 18 INCH TO 30 |                            |                            |           
8005 805115                  100.000  LF  |      26.00000       2600.00|                            |           
  3 INCH SCHEDULE 80 RIGID PVC            |                            |                            |           
  CONDUIT-BORED                           |                            |                            |           
           
                                               MARYLAND STATE HIGHWAY ADMINISTRATION                               DATE : 02/28/12           
                                                                                                                   PAGE : 408 -10           
                                                        TABULATION OF BIDS           
           
     CALL ORDER   : 408                     CONTRACT ID : XY2035177                    COUNTIES : BALTIMORE COUNTY           
     LETTING DATE : 02/23/12  12:00 NOON    DISTRICT    : 4           
           
           
====================================================================================================================================           
                                          |                            |                            |           
                                          |DAISY CONCRETE INC. OF MARY |                            |           
LINE NO / ITEM CODE / ALT                 |                            |                            |           
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
8006 805150                  100.000  LF  |      39.35000       3935.00|                            |           
  3 INCH SCHEDULE 80 RIGID PVC            |                            |                            |           
  CONDUIT-SLOTTED                         |                            |                            |           
8007 805160                  300.000  LF  |       8.80000       2640.00|                            |           
  1 INCH LIQUID TIGHT FLEXIBLE            |                            |                            |           
  NON-METALLIC CONDUIT FOR DETECTOR SLEEVE|                            |                            |           
8008 810550                   10.000  EA  |    1680.00000      16800.00|                            |           
  MICROLOOP PROBE, 500 FOOT LEAD IN CABLE |                            |                            |           
8009 810555                   10.000  EA  |    1940.00000      19400.00|                            |           
  MICROLOOP PROBE, 1000 FOOT LEAD IN CABL |                            |                            |           
8010 862101                 6000.000  LF  |       2.05000      12300.00|                            |           
  LOOP WIRE ENCASED IN FLEXIBLE TUBING    |                            |                            |           
  (NO. 14 AWG)                            |                            |                            |           
8011 862102                 5000.000  LF  |       9.30000      46500.00|                            |           
  SAW CUT FOR SIGNAL (LOOP DETECTOR)      |                            |                            |           
     SECTION TOTALS                       |             $  6,190,155.00|             $          0.00|              $          0.00           
------------------------------------------+----------------------------+----------------------------+-------------------------------           
     CONTRACT TOTALS                      |             $  6,190,155.00|             $          0.00|              $           
====================================================================================================================================