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     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

                                        COMPLETION DATE : 06/30/01

   PROJECT(S):  IM-HP-295-8840(00)E     COUNTIE(S) : CUMBERLAND                  MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : CONNECTOR ROADS AND RAMPS CONSTRUCTION               ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $  4,202,796.75     100.0000%
   2   000079         R J GRONDIN & SONS, INC.                                               $  5,355,532.70     127.4278%
====================================================================================================================================
                                          |(   1  ) 000116             |(   2  ) 000079             |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   47800.00000      47800.00|    1200.00000       1200.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 108.51                           LUMP|   10000.00000      10000.00|     500.00000        500.00|
  PROSECUTION OF WORK - INITIAL SCHEDULE  |                            |                            |
0030 108.52                    8.000  EA  |     400.00000       3200.00|     500.00000       4000.00|
  PROSECUTION OF WORK - MONTHLY UPDATE    |                            |                            |
0050 201.23                    1.000  EA  |     600.00000        600.00|     750.00000        750.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0060 201.24                    1.000  EA  |     100.00000        100.00|     375.00000        375.00|
  REMOVING STUMP                          |                            |                            |
0070 202.15                    1.000  EA  |     500.00000        500.00|     485.00000        485.00|
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0080 202.19                  126.000  LS  |   50000.00000      50000.00|   25000.00000      25000.00|
  REMOVING EXISTING BRIDGE                |                            |                            |
0090 202.202               16730.000  M2  |       2.25000      37642.50|       2.15000      35969.50|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0100 202.203                3100.000  M2  |       6.66000      20646.00|       6.35000      19685.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0110 203.20                78700.000  M3  |       4.50000     354150.00|      10.50000     826350.00|
  COMMON EXCAVATION                       |                            |                            |
0120 203.21                   10.000  M3  |     130.80000       1308.00|     430.00000       4300.00|
  ROCK EXCAVATION                         |                            |                            |
     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000079            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 203.24                49000.000  M3  |       1.63000      79870.00|       6.50000     318500.00|
  COMMON BORROW                           |                            |                            |
0140 206.061                  10.000  M3  |      65.00000        650.00|      90.00000        900.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0150 304.10                17120.000  M3  |      15.69000     268612.80|      24.00000     410880.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0160 403.207                8550.000  MG  |      43.00000     367650.00|      42.00000     359100.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0170 403.208                4050.000  MG  |      43.00000     174150.00|      50.00000     202500.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0180 403.209                 300.000  MG  |      99.30000      29790.00|     125.00000      37500.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0190 403.211                 260.000  MG  |      53.00000      13780.00|      65.00000      16900.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0200 409.15                33460.000  L   |       0.85000      28441.00|       1.00000      33460.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 502.32                   14.000  M3  |     642.85000       8999.90|    1000.00000      14000.00|
  STRUCTURAL CONCRETE CULVERT ENDWALLS    |                            |                            |
0220 502.341                 192.000  M3  |     326.82000      62749.44|     275.00000      52800.00|
  STRUCTURAL CONCRETE ROADWAY MEDIAN      |                            |                            |
0230 526.301                 220.000  LS  |   60000.00000      60000.00|   21000.00000      21000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0240 527.301                   2.000  EA  |    8200.00000      16400.00|    7700.00000      15400.00|
  ENERGY ABSORBING SYSTEM (C-A-T)         |                            |                            |
0250 527.34                    6.000  UN  |    4000.00000      24000.00|    4400.00000      26400.00|
  WORK ZONE CRASH CUSHIONS                |                            |                            |
0260 603.159                 332.000  M   |      72.16000      23957.12|      85.00000      28220.00|
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0270 603.169                  60.000  M   |      78.80000       4728.00|      87.00000       5220.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.179                  14.000  M   |      92.00000       1288.00|     140.00000       1960.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.199                 225.000  M   |     104.96000      23616.00|     150.00000      33750.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.42                    3.000  M   |     400.00000       1200.00|     725.00000       2175.00|
  762 MM REINFORCED CONCRETE PIPE CLASS I |                            |                            |
0310 603.44                  180.000  M   |     268.77000      48378.60|     300.00000      54000.00|
  1067 MM REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  IV                                      |                            |                            |
     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000079            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 603.471                 280.000  M   |     443.08000     124062.40|     370.00000     103600.00|
  1524 MM RCP CLASS V                     |                            |                            |
0330 603.748                   1.000  EA  |    4000.00000       4000.00|    8500.00000       8500.00|
  REMOVE CONCRETE HEADWALL                |                            |                            |
0340 604.071                  20.000  EA  |    2800.00000      56000.00|    2950.00000      59000.00|
  CATCH BASIN TYPE A1-P                   |                            |                            |
0350 604.091                   5.000  EA  |    2600.00000      13000.00|    2950.00000      14750.00|
  CATCH BASIN TYPE B1-P                   |                            |                            |
0360 604.092                  11.000  EA  |    2400.00000      26400.00|    1350.00000      14850.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0370 604.153                   2.000  EA  |    3200.00000       6400.00|    4150.00000       8300.00|
  1500 MM MANHOLE                         |                            |                            |
0380 604.154                   1.000  EA  |    4200.00000       4200.00|    7500.00000       7500.00|
  1800 MM MANHOLE                         |                            |                            |
0390 604.156                   2.000  EA  |    7500.00000      15000.00|   16000.00000      32000.00|
  2400 MM MANHOLE                         |                            |                            |
0400 604.16                    1.000  EA  |     600.00000        600.00|     525.00000        525.00|
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0410 604.18                    6.000  EA  |     375.00000       2250.00|     395.00000       2370.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0420 604.182                   5.000  EA  |     250.00000       1250.00|     275.00000       1375.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0430 604.245                  12.000  EA  |    1200.00000      14400.00|    1200.00000      14400.00|
  CATCH BASIN TYPE F4-C                   |                            |                            |
0440 605.09                 1200.000  M   |      59.05000      70860.00|      32.00000      38400.00|
  150 MM UNDERDRAIN TYPE B Undetermined   |                            |                            |
  Locations                               |                            |                            |
0450 605.10                   96.000  M   |      82.03000       7874.88|      29.00000       2784.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0460 605.11                   97.000  M   |      98.35000       9539.95|     125.00000      12125.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0470 605.12                   96.000  M   |     111.56000      10709.76|     133.00000      12768.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0480 606.1721                  3.000  EA  |     975.00000       2925.00|     947.00000       2841.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0490 606.1722                  2.000  EA  |     500.00000       1000.00|     482.00000        964.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0500 606.178                  25.000  M   |      10.98000        274.50|      10.90000        272.50|
  GUARDRAIL BEAM                          |                            |                            |
0510 606.23                  170.000  M   |      38.07000       6471.90|      40.00000       6800.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000079            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 606.232                 210.000  M   |      39.37000       8267.70|      42.00000       8820.00|
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0530 606.24                  255.000  M   |      37.41000       9539.55|      36.00000       9180.00|
  GUARDRAIL TYPE 3D - SINGLE RAIL         |                            |                            |
0540 606.242                 565.000  M   |      38.72000      21876.80|      37.00000      20905.00|
  GUARDRAIL TYPE 3D - OVER 4.5M RADIUS    |                            |                            |
0550 606.265                   4.000  EA  |      22.00000         88.00|      50.00000        200.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0560 606.35                   66.000  EA  |      22.00000       1452.00|      25.00000       1650.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0570 606.363                 100.000  M   |       3.28000        328.00|       3.50000        350.00|
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0580 606.364                  25.000  M   |      19.68000        492.00|      20.00000        500.00|
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0590 606.367                  10.000  EA  |      25.00000        250.00|      50.00000        500.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0600 606.754                   6.000  EA  |     800.00000       4800.00|    1450.00000       8700.00|
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0610 606.79                    6.000  EA  |    1850.00000      11100.00|    1525.00000       9150.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0620 607.175                 110.000  M   |      38.56000       4241.60|      38.00000       4180.00|
  CHAIN LINK FENCE - 1.8 METER WITHOUT    |                            |                            |
  TOP RAIL                                |                            |                            |
0630 608.08                  490.000  M2  |      83.71000      41017.90|      44.00000      21560.00|
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0640 609.11                 1370.000  M   |      75.46000     103380.20|      78.00000     106860.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0650 609.12                  110.000  M   |     124.70000      13717.00|     110.00000      12100.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0660 609.34                 3000.000  M   |      52.49000     157470.00|      55.00000     165000.00|
  CURB TYPE 5                             |                            |                            |
0670 609.35                   45.000  M   |     180.88000       8139.60|     225.00000      10125.00|
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0680 609.38                  158.000  M   |      49.17000       7768.86|      45.00000       7110.00|
  RESET CURB TYPE 1                       |                            |                            |
0690 609.40                   73.000  M   |      39.45000       2879.85|      39.40000       2876.20|
  RESET CURB TYPE 5                       |                            |                            |
0700 610.08                   33.000  M3  |      78.18000       2579.94|     150.00000       4950.00|
  PLAIN RIPRAP                            |                            |                            |
     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 5
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000079            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 610.16                   35.000  M3  |      92.00000       3220.00|     150.00000       5250.00|
  HEAVY RIPRAP                            |                            |                            |
0720 615.07                 5750.000  M3  |      22.23000     127822.50|      19.00000     109250.00|
  LOAM                                    |                            |                            |
0730 618.1301                 50.000  UN  |      16.00000        800.00|      75.00000       3750.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0740 618.1411                 10.000  UN  |      17.00000        170.00|      75.00000        750.00|
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0750 619.1201                 60.000  UN  |      30.00000       1800.00|      50.00000       3000.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0760 620.54                  110.000  M2  |       3.90000        429.00|      10.00000       1100.00|
  STABILIZATION GEOTEXTILE                |                            |                            |
0770 626.11                   38.000  EA  |     525.00000      19950.00|     550.00000      20900.00|
  PRECAST CONCRETE JUNCTION BOX:___       |                            |                            |
0780 626.21                  570.000  M   |      49.88000      28431.60|      50.00000      28500.00|
  METALLIC CONDUIT                        |                            |                            |
0790 626.22                  995.000  M   |      41.33000      41123.35|      40.00000      39800.00|
  NON-METALLIC CONDUIT                    |                            |                            |
0800 626.23                  140.000  M   |      30.14000       4219.60|      30.00000       4200.00|
  PREWIRED CONDUIT SECONDARY WIRING # 2/0 |                            |                            |
  AWG                                     |                            |                            |
0810 626.23                  740.000  M   |      24.97000      18477.80|      24.00000      17760.00|
  PREWIRED CONDUIT SECONDARY WIRING # 8   |                            |                            |
  AWG                                     |                            |                            |
0820 626.31                    2.000  EA  |     630.00000       1260.00|     700.00000       1400.00|
  450 MM FOUNDATION                       |                            |                            |
0830 626.32                   11.000  EA  |     945.00000      10395.00|    1125.00000      12375.00|
  600 MM FOUNDATION                       |                            |                            |
0840 626.33                   17.000  EA  |    1260.00000      21420.00|    1235.00000      20995.00|
  750 MM FOUNDATION                       |                            |                            |
0850 626.34                    3.000  EA  |    3675.00000      11025.00|    3500.00000      10500.00|
  SIGNAL POLE FOUNDATION                  |                            |                            |
0860 626.36                    4.000  EA  |     950.00000       3800.00|     625.00000       2500.00|
  REMOVE OR MODIFY CONCRETE FOUNDATION    |                            |                            |
0870 626.37                    6.000  EA  |   11500.00000      69000.00|   12500.00000      75000.00|
  SPECIAL FOUNDATION                      |                            |                            |
0880 626.38                    2.000  EA  |     892.50000       1785.00|     850.00000       1700.00|
  GROUND MOUNT CABINET FOUNDATION         |                            |                            |
0890 627.618                1200.000  M   |       1.00000       1200.00|       2.00000       2400.00|
  300 MM SOLID WHITE PAVEMENT MARKING LIN |                            |                            |
0900 627.71                 4050.000  M   |       0.31000       1255.50|       0.35000       1417.50|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 6
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000079            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0910 627.72                 3120.000  M   |       0.42000       1310.40|       0.50000       1560.00|
  150 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0920 627.73                 1950.000  M   |       0.51000        994.50|       0.65000       1267.50|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0930 627.74                 2450.000  M   |       0.42000       1029.00|       0.50000       1225.00|
  150 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0940 627.75                   25.000  M2  |      17.00000        425.00|      35.00000        875.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0950 627.77                  140.000  M2  |      22.60000       3164.00|      35.00000       4900.00|
  REMOVING PAVEMENT MARKINGS              |                            |                            |
0960 629.05                  200.000  MH  |      34.00000       6800.00|      35.00000       7000.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0970 631.10                   25.000  HR  |      48.00000       1200.00|     275.00000       6875.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0980 631.11                   25.000  HR  |      48.00000       1200.00|     150.00000       3750.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0990 631.12                   20.000  HR  |     125.00000       2500.00|     185.00000       3700.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1000 631.13                   25.000  HR  |     125.00000       3125.00|     160.00000       4000.00|
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
1010 631.132                  25.000  HR  |      70.00000       1750.00|     120.00000       3000.00|
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
1020 631.172                  20.000  HR  |      55.00000       1100.00|      55.00000       1100.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1030 631.22                   25.000  HR  |      85.00000       2125.00|      75.00000       1875.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
1040 634.16                           LUMP|   54323.85000      54323.85|   88000.00000      88000.00|
  HIGHWAY LIGHTING                        |                            |                            |
1050 634.21                   18.000  EA  |    1365.00000      24570.00|    1300.00000      23400.00|
  CONVENTIONAL LIGHT STANDARD             |                            |                            |
1060 636.30                  550.000  M2  |     252.00000     138600.00|     400.00000     220000.00|
  M.S.E. RETAINING WALL                   |                            |                            |
1070 637.071                          LUMP|    3000.00000       3000.00|   25000.00000      25000.00|
  DUST CONTROL                            |                            |                            |
1080 639.18                    1.000  EA  |   10000.00000      10000.00|    4500.00000       4500.00|
  FIELD OFFICE TYPE A                     |                            |                            |
1090 643.80                           LUMP|   64925.70000      64925.70|   70000.00000      70000.00|
  TRAFFIC SIGNALS AT Congress Street      |                            |                            |
1100 643.80                           LUMP|   54083.40000      54083.40|   60000.00000      60000.00|
  TRAFFIC SIGNALS AT Thompsons Point      |                            |                            |
  Connector                               |                            |                            |
     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 7
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000079            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1110 643.90                           LUMP|   13387.50000      13387.50|   10000.00000      10000.00|
  INTERCONNECT WIRE BETWEEN               |                            |                            |
1120 643.91                    1.000  EA  |    3675.00000       3675.00|    4500.00000       4500.00|
  MAST ARM POLE #10 - 10.6M               |                            |                            |
1130 643.91                    1.000  EA  |    3360.00000       3360.00|    3500.00000       3500.00|
  MAST ARM POLE #11 - 9.1M                |                            |                            |
1140 643.91                    1.000  EA  |    3150.00000       3150.00|    3300.00000       3300.00|
  MAST ARM POLE #9 - 7.6M                 |                            |                            |
1150 643.94                    1.000  EA  |    5092.50000       5092.50|    4500.00000       4500.00|
  DUAL PURPOSE POLE #3 - 10.6 M and 9.1 M |                            |                            |
1160 643.94                    1.000  EA  |    5092.50000       5092.50|    4500.00000       4500.00|
  DUAL PURPOSE POLE #6 - 6.1M             |                            |                            |
1170 643.94                    1.000  EA  |    5092.50000       5092.50|    4500.00000       4500.00|
  DUAL PURPOSE POLE #8 - 12.2M            |                            |                            |
1180 645.103                   1.000  EA  |     393.75000        393.75|     550.00000        550.00|
  DEMOUNT GUIDE SIGN                      |                            |                            |
1190 645.106                   3.000  EA  |     157.50000        472.50|     225.00000        675.00|
  DEMOUNT REGULATORY, WARNING,            |                            |                            |
  CONFIRMATION AND ROUTE MARKER A SSEMBLY |                            |                            |
  SIGN                                    |                            |                            |
1200 645.108                   4.000  EA  |     126.00000        504.00|     225.00000        900.00|
  DEMOUNT POLE                            |                            |                            |
1210 645.12                           LUMP|  112796.00000     112796.00|   95520.00000      95520.00|
  OVERHEAD GUIDE SIGN:                    |                            |                            |
1220 645.161                   7.000  EA  |     682.50000       4777.50|     650.00000       4550.00|
  BREAKAWAY DEVICES SINGLE POLE           |                            |                            |
1230 645.162                   2.000  EA  |     892.50000       1785.00|     850.00000       1700.00|
  BREAKAWAY DEVICES MULTI-POLE            |                            |                            |
1240 645.251                  13.500  M2  |      99.75000       1346.63|     110.00000       1485.00|
  ROADSIDE GUIDE SIGNS                    |                            |                            |
1250 645.271                   8.600  M2  |     101.85000        875.91|     125.00000       1075.00|
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS, TYPE I     |                            |                            |
1260 645.289                1375.000  KG  |       7.09000       9748.75|       7.00000       9625.00|
  STEEL H-BEAM POLES                      |                            |                            |
1270 645.291                   7.500  M2  |      99.75000        748.13|     110.00000        825.00|
  ROADSIDE GUIDE SIGNS TYPE II            |                            |                            |
1280 645.292                  14.500  M2  |      89.25000       1294.13|     110.00000       1595.00|
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                            |                            |
1290 645.301                  75.000  EA  |      30.00000       2250.00|      36.50000       2737.50|
  DEMOUNTABLE REFLECTORIZED DELINEATOR,   |                            |                            |
  SINGLE                                  |                            |                            |
     LETTING DATE : 06/02/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 8
     LOCATION : PORTLAND                                TABULATION OF BIDS

                                            CONTRACT ID : 008840.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000079            |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |R J GRONDIN & SONS, INC.    |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1300 645.302                  10.000  EA  |      28.00000        280.00|      65.00000        650.00|
  DEMOUNTABLE REFLECTORIZED DELINEATOR,   |                            |                            |
  DOUBLE                                  |                            |                            |
1310 652.30                    4.000  EA  |    2600.00000      10400.00|    3400.00000      13600.00|
  FLASHING ARROW BOARD                    |                            |                            |
1320 652.31                   50.000  EA  |      60.00000       3000.00|     100.00000       5000.00|
  TYPE I BARRICADE                        |                            |                            |
1330 652.312                   6.000  EA  |     125.00000        750.00|     450.00000       2700.00|
  TYPE III BARRICADE                      |                            |                            |
1340 652.34                  100.000  EA  |      40.00000       4000.00|      50.00000       5000.00|
  CONE                                    |                            |                            |
1350 652.35                  150.000  M2  |     215.33000      32299.50|     125.00000      18750.00|
  CONSTRUCTION SIGNS                      |                            |                            |
1360 652.361                 230.000  LS  |   24000.00000      24000.00|  259000.00000     259000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1370 652.38                 4500.000  MH  |      17.00000      76500.00|      25.00000     112500.00|
  FLAGGER                                 |                            |                            |
1380 652.381                 200.000  MH  |      50.00000      10000.00|      65.00000      13000.00|
  UNIFORM TRAFFIC OFFICERS                |                            |                            |
1390 652.41                    4.000  EA  |    9450.00000      37800.00|   10500.00000      42000.00|
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
1400 658.20                  450.000  M2  |      14.00000       6300.00|       8.00000       3600.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1410 659.10                           LUMP|  525000.00000     525000.00|  534000.00000     534000.00|
  MOBILIZATION                            |                            |                            |
1420 660.21                 3000.000  MH  |       4.00000      12000.00|       1.00000       3000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  4,202,796.75|             $  5,355,532.70|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  4,202,796.75|             $  5,355,532.70|              $
====================================================================================================================================