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     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/02/02
                                                                                                                   PAGE : 1
     LOCATION : PORTLAND                                TABULATION OF BIDS
                                            CONTRACT ID : 007624.00                                     COMPLETION DATE : 06/15/03
                                                          =========
   PROJECT(S):  CM-7624(00)X            COUNTIE(S) : CUMBERLAND                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENTS                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $    929,538.50     100.0000%
   2   000403         PRATT & SONS INC.                                                      $    959,064.00     103.1764%
====================================================================================================================================
                                          |(   1  ) 000116             |(   2  ) 000403             |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.15                    3.000  EA  |     400.00000       1200.00|     340.00000       1020.00|
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0020 202.202                7650.000  M2  |       1.60000      12240.00|       1.60000      12240.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0030 202.203                 380.000  M2  |      13.00000       4940.00|      14.00000       5320.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.20                 2000.000  M3  |      32.70000      65400.00|      16.00000      32000.00|
  COMMON EXCAVATION                       |                            |                            |
0050 203.2312                         LUMP|     500.00000        500.00|   15000.00000      15000.00|
  HEALTH AND SAFETY PLAN                  |                            |                            |
0060 203.2333                 35.000  MG  |     100.00000       3500.00|      50.00000       1750.00|
  DISPOSAL OF SPECIAL EXCAVATION          |                            |                            |
0070 203.25                  200.000  M3  |      21.00000       4200.00|      18.00000       3600.00|
  GRANULAR BORROW                         |                            |                            |
0080 304.10                 1500.000  M3  |      31.50000      47250.00|      33.00000      49500.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0090 403.207                 350.000  MG  |      82.00000      28700.00|      86.00000      30100.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0100 403.208                 725.000  MG  |      42.00000      30450.00|      44.00000      31900.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0110 403.209                 210.000  MG  |     100.00000      21000.00|      97.00000      20370.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0120 403.213                 830.000  MG  |      42.00000      34860.00|      44.00000      36520.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/02/02
                                                                                                                   PAGE : 2
     LOCATION : PORTLAND                                TABULATION OF BIDS
                                            CONTRACT ID : 007624.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000403            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 409.15                 1550.000  L   |       1.65000       2557.50|       1.50000       2325.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0140 603.159                  13.000  M   |     500.00000       6500.00|     365.00000       4745.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0150 604.071                   4.000  EA  |    3200.00000      12800.00|    3300.00000      13200.00|
  CATCH BASIN TYPE A1-P                   |                            |                            |
0160 604.164                   2.000  EA  |    1200.00000       2400.00|    1750.00000       3500.00|
  REBUILDING CATCH BASIN                  |                            |                            |
0170 604.166                   8.000  EA  |     900.00000       7200.00|    1750.00000      14000.00|
  REBUILDING MANHOLE                      |                            |                            |
0180 604.18                   15.000  EA  |     325.00000       4875.00|     650.00000       9750.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0190 604.20                    1.000  EA  |     275.00000        275.00|     450.00000        450.00|
  300 MM TRAP                             |                            |                            |
0200 609.11                  170.000  M   |      98.00000      16660.00|      85.00000      14450.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0210 609.12                   74.000  M   |     165.00000      12210.00|      92.00000       6808.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0220 609.13                    7.000  M   |     165.00000       1155.00|     185.00000       1295.00|
  VERTICAL BRIDGE CURB TYPE 1             |                            |                            |
0230 609.234                   5.000  EA  |     140.00000        700.00|     224.00000       1120.00|
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0240 609.237                  30.000  EA  |     230.00000       6900.00|     275.00000       8250.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0250 609.31                   25.000  M   |      25.00000        625.00|      31.00000        775.00|
  CURB TYPE 3                             |                            |                            |
0260 609.34                   30.000  M   |      93.00000       2790.00|      84.00000       2520.00|
  CURB TYPE 5                             |                            |                            |
0270 609.35                   20.000  M   |     280.00000       5600.00|     222.00000       4440.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0280 609.38                  213.000  M   |      66.00000      14058.00|      80.00000      17040.00|
  RESET CURB TYPE 1                       |                            |                            |
0290 611.162                  95.000  M2  |     377.00000      35815.00|     500.00000      47500.00|
  FREE STANDING SEGMENTAL WALL            |                            |                            |
0300 612.06                   10.000  M2  |      30.00000        300.00|      35.00000        350.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
0310 615.07                   25.000  M3  |      53.00000       1325.00|     155.00000       3875.00|
  LOAM                                    |                            |                            |
0320 618.1301                  3.000  UN  |     100.00000        300.00|     145.00000        435.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/02/02
                                                                                                                   PAGE : 3
     LOCATION : PORTLAND                                TABULATION OF BIDS
                                            CONTRACT ID : 007624.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000403            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 619.1201                  3.000  UN  |     100.00000        300.00|      57.00000        171.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0340 621.196                   6.000  EA  |     300.00000       1800.00|     450.00000       2700.00|
  MEDIUM DECIDUOUS TREE (45 MM - 50 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
0350 621.269                   3.000  EA  |     150.00000        450.00|     530.00000       1590.00|
  LARGE DECIDUOUS TREE (45 MM - 50 MM     |                            |                            |
  CALIPER) GROUP C                        |                            |                            |
0360 621.711                 150.000  EA  |      15.00000       2250.00|      45.00000       6750.00|
  HERBACEOUS PERENNIALS GROUP B           |                            |                            |
0370 626.21                  200.000  M   |      85.00000      17000.00|      88.00000      17600.00|
  METALLIC CONDUIT                        |                            |                            |
0380 626.31                    5.000  EA  |     880.00000       4400.00|     918.00000       4590.00|
  450 MM FOUNDATION                       |                            |                            |
0390 626.33                    6.000  EA  |    1300.00000       7800.00|    1375.00000       8250.00|
  750 MM FOUNDATION                       |                            |                            |
0400 626.331                   1.000  EA  |    1600.00000       1600.00|    1720.00000       1720.00|
  900 MM FOUNDATION                       |                            |                            |
0410 626.35                    2.000  EA  |     700.00000       1400.00|     745.00000       1490.00|
  CONTROLLER CABINET FOUNDATION           |                            |                            |
0420 626.36                    1.000  EA  |     640.00000        640.00|     660.00000        660.00|
  REMOVE OR MODIFY CONCRETE FOUNDATION    |                            |                            |
0430 627.71                 1560.000  M   |       0.55000        858.00|       0.75000       1170.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0440 627.73                  500.000  M   |       0.82000        410.00|       1.15000        575.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0450 627.75                  165.000  M2  |      13.00000       2145.00|      16.00000       2640.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0460 627.77                    5.000  M2  |      18.00000         90.00|      17.00000         85.00|
  REMOVING PAVEMENT MARKINGS              |                            |                            |
0470 627.78                 1200.000  M   |       0.85000       1020.00|       0.75000        900.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0480 629.05                   50.000  MH  |      30.00000       1500.00|      35.00000       1750.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0490 631.10                   10.000  HR  |      45.00000        450.00|      45.00000        450.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0500 631.11                   10.000  HR  |      25.00000        250.00|      45.00000        450.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0510 631.12                   10.000  HR  |     130.00000       1300.00|      98.00000        980.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/02/02
                                                                                                                   PAGE : 4
     LOCATION : PORTLAND                                TABULATION OF BIDS
                                            CONTRACT ID : 007624.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000403            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 631.172                  20.000  HR  |      60.00000       1200.00|      42.00000        840.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.21                   10.000  HR  |      60.00000        600.00|      55.00000        550.00|
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0540 631.22                   10.000  HR  |      90.00000        900.00|      85.00000        850.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0550 631.32                   20.000  HR  |     250.00000       5000.00|     185.00000       3700.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0560 636.61                   15.000  M2  |     486.00000       7290.00|     800.00000      12000.00|
  SEGMENTAL RETAINING WALL - SUPPLIER     |                            |                            |
  DESIGN                                  |                            |                            |
0570 637.071                          LUMP|    1000.00000       1000.00|    2500.00000       2500.00|
  DUST CONTROL                            |                            |                            |
0580 639.18                    1.000  EA  |    5000.00000       5000.00|    9400.00000       9400.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0590 642.15                    1.000  EA  |    2500.00000       2500.00|    5300.00000       5300.00|
  PRECAST CONCRETE STEPS                  |                            |                            |
0600 643.71                           LUMP|   53000.00000      53000.00|   55720.00000      55720.00|
  TRAFFIC SIGNAL MODIFICATION AT FOREST   |                            |                            |
  AVE. AND ALLEN AVE.                     |                            |                            |
0610 643.71                           LUMP|   45000.00000      45000.00|   47380.00000      47380.00|
  TRAFFIC SIGNAL MODIFICATION AT FOREST   |                            |                            |
  AVE. AND STEVENS AVE.                   |                            |                            |
0620 643.71                           LUMP|   47000.00000      47000.00|   49360.00000      49360.00|
  TRAFFIC SIGNAL MODIFICATION AT FOREST   |                            |                            |
  AVE. AND WARREN AVE.                    |                            |                            |
0630 643.81                           LUMP|   32000.00000      32000.00|   33820.00000      33820.00|
  TRAFFIC SIGNAL CONTROL SYSTEM           |                            |                            |
0640 643.83                    1.000  EA  |   80000.00000      80000.00|   86900.00000      86900.00|
  VIDEO DETECTION SYSTEM                  |                            |                            |
0650 643.90                           LUMP|   12000.00000      12000.00|   12360.00000      12360.00|
  INTERCONNECT WIRE BETWEEN STEVENS AVE.  |                            |                            |
  AND WARREN AVE. ALONG FORES             |                            |                            |
0660 643.91                    1.000  EA  |    4500.00000       4500.00|    4750.00000       4750.00|
  MAST ARM POLE W/ 10.7m MAST ARM         |                            |                            |
0670 643.91                    1.000  EA  |    7000.00000       7000.00|    7320.00000       7320.00|
  MAST ARM POLE W/ 12.2m AND 6.1m MAST    |                            |                            |
  ARMS                                    |                            |                            |
0680 643.91                    1.000  EA  |    4800.00000       4800.00|    5000.00000       5000.00|
  MAST ARM POLE W/ 12.2m MAST ARM         |                            |                            |
     LETTING DATE : 10/02/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/02/02
                                                                                                                   PAGE : 5
     LOCATION : PORTLAND                                TABULATION OF BIDS
                                            CONTRACT ID : 007624.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000403            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0690 643.91                    3.000  EA  |    3400.00000      10200.00|    3555.00000      10665.00|
  MAST ARM POLE W/ 6.1m MAST ARM          |                            |                            |
0700 643.91                    1.000  EA  |    3700.00000       3700.00|    3900.00000       3900.00|
  MAST ARM POLE W/ 7.6m MAST ARM          |                            |                            |
0710 643.92                    5.000  EA  |     800.00000       4000.00|     820.00000       4100.00|
  PEDESTAL POLE                           |                            |                            |
0720 652.31                   10.000  EA  |      80.00000        800.00|      60.00000        600.00|
  TYPE I BARRICADE                        |                            |                            |
0730 652.311                   5.000  EA  |     125.00000        625.00|      60.00000        300.00|
  TYPE II BARRICADE                       |                            |                            |
0740 652.33                   50.000  EA  |      60.00000       3000.00|      75.00000       3750.00|
  DRUM                                    |                            |                            |
0750 652.34                   60.000  EA  |      30.00000       1800.00|      14.00000        840.00|
  CONE                                    |                            |                            |
0760 652.35                   80.000  M2  |     194.00000      15520.00|     110.00000       8800.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0770 652.361                 125.000  LS  |   35000.00000      35000.00|    9700.00000       9700.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0780 652.38                 2000.000  MH  |      20.00000      40000.00|      18.25000      36500.00|
  FLAGGER                                 |                            |                            |
0790 652.381                 200.000  MH  |      65.00000      13000.00|      60.00000      12000.00|
  UNIFORM TRAFFIC OFFICERS                |                            |                            |
0800 656.75                           LUMP|    1000.00000       1000.00|    3200.00000       3200.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0810 658.20                   30.000  M2  |      21.00000        630.00|      23.00000        690.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0820 659.10                           LUMP|   50375.00000      50375.00|   67000.00000      67000.00|
  MOBILIZATION                            |                            |                            |
0830 823.332                  23.000  EA  |      50.00000       1150.00|     200.00000       4600.00|
  GATE VALVE BOX, ADJUST TO GRADE         |                            |                            |
0840 823.011                  10.000  EA  |     500.00000       5000.00|     400.00000       4000.00|
  GATE VALVE BOX, INSTALL ONLY            |                            |                            |
     SECTION TOTALS                       |             $    929,538.50|             $    959,064.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    929,538.50|             $    959,064.00|              $
====================================================================================================================================