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     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : WELLS                                   TABULATION OF BIDS

                                            CONTRACT ID : 006705.00
                                                          =========


   PROJECT(S):  STP-6705(00)X           COUNTIE(S) : YORK                        MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : URBAN OVERLAY                                                        NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $  1,842,536.75     100.0000%
   2   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $  1,984,758.00     107.7188%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000116             |(      )
                                          |PIKE INDUSTRIES, INC.       |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    5.000  EA  |     500.00000       2500.00|     600.00000       3000.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    5.000  EA  |     140.00000        700.00|     200.00000       1000.00|
  REMOVING STUMP                          |                            |                            |
0030 202.127                 465.000  LS  |    5000.00000       5000.00|   15000.00000      15000.00|
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0040 202.203                2650.000  M2  |       9.85000      26102.50|      10.00000      26500.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 6000.000  M3  |      13.00000      78000.00|      25.00000     150000.00|
  COMMON EXCAVATION                       |                            |                            |
0060 203.202                 200.000  M   |      13.00000       2600.00|      25.00000       5000.00|
  INSLOPE EXCAVATION                      |                            |                            |
0070 203.203                 100.000  M   |      16.00000       1600.00|      25.00000       2500.00|
  DITCH EXCAVATION                        |                            |                            |
0080 203.21                   20.000  M3  |     160.00000       3200.00|     200.00000       4000.00|
  ROCK EXCAVATION                         |                            |                            |
0090 203.24                  100.000  M3  |      26.00000       2600.00|      10.00000       1000.00|
  COMMON BORROW                           |                            |                            |
0100 204.41                12960.000  M2  |       6.50000      84240.00|       3.00000      38880.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0110 206.061                 663.000  M3  |      35.00000      23205.00|      10.00000       6630.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : WELLS                                   TABULATION OF BIDS

                                            CONTRACT ID : 006705.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000116            |(      )
                                          |PIKE INDUSTRIES, INC.       |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 206.07                   25.000  M3  |     150.00000       3750.00|     300.00000       7500.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0130 304.10                 5850.000  M3  |      37.00000     216450.00|      25.00000     146250.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0140 403.207                1900.000  MG  |      45.00000      85500.00|      50.00000      95000.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0150 403.209                1145.000  MG  |      90.00000     103050.00|     100.00000     114500.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0160 403.210                4890.000  MG  |      38.00000     185820.00|      42.00000     205380.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0170 403.211                4165.000  MG  |      38.00000     158270.00|      42.00000     174930.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 409.15                 4000.000  L   |       1.75000       7000.00|       1.90000       7600.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 411.10                  128.000  M3  |      33.00000       4224.00|      60.00000       7680.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0200 411.12                    2.000  MG  |     170.00000        340.00|      60.00000        120.00|
  CRUSHED STONE SURFACE                   |                            |                            |
0210 603.15                   25.000  M   |     180.00000       4500.00|     100.00000       2500.00|
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0220 603.1591                 13.000  M   |     640.00000       8320.00|     300.00000       3900.00|
  LINER FOR 375 MM CMP CULVERT            |                            |                            |
0230 603.16                    2.000  M   |     133.00000        266.00|     130.00000        260.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.17                   61.000  M   |      95.00000       5795.00|     100.00000       6100.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.179                   4.000  M   |     440.00000       1760.00|     135.00000        540.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.19                  104.000  M   |     105.00000      10920.00|     150.00000      15600.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0270 603.199                   9.000  M   |     480.00000       4320.00|     400.00000       3600.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.2009                  4.300  M   |     345.00000       1483.50|     450.00000       1935.00|
  675 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.219                   6.500  M   |     650.00000       4225.00|     470.00000       3055.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.77                    1.000  EA  |     382.00000        382.00|     400.00000        400.00|
  375 MM INLET GRATE UNIT                 |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : WELLS                                   TABULATION OF BIDS

                                            CONTRACT ID : 006705.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000116            |(      )
                                          |PIKE INDUSTRIES, INC.       |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 604.092                  11.000  EA  |    1625.00000      17875.00|    2400.00000      26400.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0320 604.097                   1.000  EA  |    2475.00000       2475.00|    4000.00000       4000.00|
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0330 604.13                    2.000  EA  |    1200.00000       2400.00|    1200.00000       2400.00|
  600 MM CATCH BASIN TYPE E               |                            |                            |
0340 604.14                    2.000  EA  |    1300.00000       2600.00|    2000.00000       4000.00|
  750 MM CATCH BASIN TYPE E               |                            |                            |
0350 604.16                    5.000  EA  |     600.00000       3000.00|    1000.00000       5000.00|
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0360 604.161                  48.000  EA  |     535.00000      25680.00|     700.00000      33600.00|
  ALTERING CATCH BASIN                    |                            |                            |
0370 604.182                  50.000  EA  |     135.00000       6750.00|     400.00000      20000.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0380 605.11                  225.000  M   |      70.00000      15750.00|     125.00000      28125.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0390 605.12                   32.500  M   |      90.00000       2925.00|     150.00000       4875.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0400 605.13                  186.000  M   |      85.00000      15810.00|     180.00000      33480.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0410 606.265                  15.000  EA  |      20.00000        300.00|      50.00000        750.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0420 606.35                   51.000  EA  |      20.00000       1020.00|      35.00000       1785.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0430 606.369                 800.000  M   |       6.80000       5440.00|       3.60000       2880.00|
  GUARDRAIL REMOVED AND STACKED           |                            |                            |
0440 606.55                  922.000  M   |      44.00000      40568.00|      37.00000      34114.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0450 606.59                   37.000  M   |      45.00000       1665.00|      45.00000       1665.00|
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0460 606.60                   76.000  M   |      45.00000       3420.00|      45.00000       3420.00|
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0470 606.752                  19.000  EA  |    1150.00000      21850.00|     500.00000       9500.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0480 606.76                   19.000  EA  |    1220.00000      23180.00|    1500.00000      28500.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0490 607.22                   59.000  M   |      29.00000       1711.00|      33.00000       1947.00|
  CEDAR RAIL FENCE                        |                            |                            |
0500 609.31                 4177.000  M   |      10.00000      41770.00|      11.00000      45947.00|
  CURB TYPE 3                             |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : WELLS                                   TABULATION OF BIDS

                                            CONTRACT ID : 006705.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000116            |(      )
                                          |PIKE INDUSTRIES, INC.       |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 610.08                   25.000  M3  |      92.00000       2300.00|     200.00000       5000.00|
  PLAIN RIPRAP                            |                            |                            |
0520 610.18                   20.000  M3  |      82.00000       1640.00|     200.00000       4000.00|
  STONE DITCH PROTECTION                  |                            |                            |
0530 612.06                 1295.000  M2  |       2.75000       3561.25|       6.00000       7770.00|
  BITUMINOUS SEALING - BLACK              |                            |                            |
0540 613.319                1000.000  M2  |       1.95000       1950.00|       3.00000       3000.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0550 615.07                  500.000  M3  |      80.00000      40000.00|      60.00000      30000.00|
  LOAM                                    |                            |                            |
0560 618.1301                105.000  UN  |      13.50000       1417.50|      40.00000       4200.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0570 618.1401                 50.000  UN  |      13.50000        675.00|      42.00000       2100.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0580 618.15                   45.000  KG  |      10.00000        450.00|      20.00000        900.00|
  TEMPORARY SEEDING                       |                            |                            |
0590 618.25                   16.000  M3  |      18.75000        300.00|      50.00000        800.00|
  APPLIED WATER                           |                            |                            |
0600 619.1201                250.000  UN  |       7.25000       1812.50|      20.00000       5000.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0610 620.58                  150.000  M2  |       4.50000        675.00|      10.00000       1500.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0620 626.11                    5.000  EA  |     275.00000       1375.00|     440.00000       2200.00|
  PRECAST CONCRETE JUNCTION BOX:___       |                            |                            |
0630 626.22                  130.000  M   |      50.00000       6500.00|      50.00000       6500.00|
  NON-METALLIC CONDUIT                    |                            |                            |
0640 626.36                    1.000  EA  |     500.00000        500.00|     550.00000        550.00|
  REMOVE OR MODIFY CONCRETE FOUNDATION    |                            |                            |
0650 627.71                25500.000  M   |       0.26000       6630.00|       0.28000       7140.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0660 627.73                 9000.000  M   |       0.49000       4410.00|       0.55000       4950.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0670 627.75                  700.000  M2  |       9.68000       6776.00|      10.75000       7525.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0680 627.77                   25.000  M2  |      26.90000        672.50|      30.00000        750.00|
  REMOVING PAVEMENT MARKINGS              |                            |                            |
0690 627.78                15000.000  M   |       0.49000       7350.00|       0.60000       9000.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0700 627.811                1000.000  EA  |       0.76000        760.00|       3.25000       3250.00|
  TEMPORARY BI-DIRECTIONAL YELLOW         |                            |                            |
  DELINEATORS                             |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 5
     LOCATION : WELLS                                   TABULATION OF BIDS

                                            CONTRACT ID : 006705.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000116            |(      )
                                          |PIKE INDUSTRIES, INC.       |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0710 629.05                  150.000  MH  |      25.00000       3750.00|      30.00000       4500.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0720 631.12                   80.000  HR  |      65.00000       5200.00|     100.00000       8000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0730 631.132                  50.000  HR  |      60.00000       3000.00|      90.00000       4500.00|
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0740 631.14                   50.000  HR  |      60.00000       3000.00|     125.00000       6250.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0750 631.172                  80.000  HR  |      40.00000       3200.00|      60.00000       4800.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0760 631.18                   20.000  HR  |      30.00000        600.00|      40.00000        800.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0770 631.20                    5.000  HR  |      60.00000        300.00|     200.00000       1000.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0780 631.22                   40.000  HR  |      50.00000       2000.00|     100.00000       4000.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0790 631.28                    5.000  HR  |     134.00000        670.00|     150.00000        750.00|
  BRUSH CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0800 631.29                    5.000  HR  |      40.00000        200.00|      75.00000        375.00|
  ROTOTILLER (INCLUDING OPERATOR)         |                            |                            |
0810 631.32                   50.000  HR  |     131.00000       6550.00|     175.00000       8750.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0820 637.071                          LUMP|   13100.00000      13100.00|   10000.00000      10000.00|
  DUST CONTROL                            |                            |                            |
0830 639.19                    1.000  EA  |    7800.00000       7800.00|    7500.00000       7500.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0840 639.21                           LUMP|    1000.00000       1000.00|    4000.00000       4000.00|
  TESTING FACILITIES SOILS                |                            |                            |
0850 643.71                           LUMP|   38000.00000      38000.00|   33550.00000      33550.00|
  TRAFFIC SIGNAL MODIFICATION US Rte 1 &  |                            |                            |
  Bourne Ave                              |                            |                            |
0860 643.71                           LUMP|   15000.00000      15000.00|   18150.00000      18150.00|
  TRAFFIC SIGNAL MODIFICATION US Rte 1 &  |                            |                            |
  Mile Road                               |                            |                            |
0870 643.71                           LUMP|   22000.00000      22000.00|   20350.00000      20350.00|
  TRAFFIC SIGNAL MODIFICATION US Rte 1 &  |                            |                            |
  Rte 9/109                               |                            |                            |
0880 643.71                           LUMP|   30000.00000      30000.00|   23870.00000      23870.00|
  TRAFFIC SIGNAL MODIFICATION US Rte 1 &  |                            |                            |
  Rte 9B                                  |                            |                            |
     LETTING DATE : 09/06/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 6
     LOCATION : WELLS                                   TABULATION OF BIDS

                                            CONTRACT ID : 006705.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000116            |(      )
                                          |PIKE INDUSTRIES, INC.       |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 643.71                           LUMP|   30000.00000      30000.00|   24420.00000      24420.00|
  TRAFFIC SIGNAL MODIFICATION US Rte 1 &  |                            |                            |
  Wells Plaza                             |                            |                            |
0900 645.121                  14.000  EA  |    4500.00000      63000.00|    4840.00000      67760.00|
  OVERHEAD LANE USE SIGN ASSEMBLY         |                            |                            |
  Overhead Lane Use Sign Assembly         |                            |                            |
0910 652.30                    2.000  EA  |    1800.00000       3600.00|    4000.00000       8000.00|
  FLASHING ARROW BOARD                    |                            |                            |
0920 652.31                   25.000  EA  |      40.00000       1000.00|      80.00000       2000.00|
  TYPE I BARRICADE                        |                            |                            |
0930 652.311                  20.000  EA  |      40.00000        800.00|     150.00000       3000.00|
  TYPE II BARRICADE                       |                            |                            |
0940 652.33                  100.000  EA  |      45.00000       4500.00|      80.00000       8000.00|
  DRUM                                    |                            |                            |
0950 652.34                  150.000  EA  |      10.00000       1500.00|      30.00000       4500.00|
  CONE                                    |                            |                            |
0960 652.35                  150.000  M2  |      45.00000       6750.00|     220.00000      33000.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0970 652.36                  150.000  CD  |     300.00000      45000.00|     300.00000      45000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0980 652.38                 2900.000  MH  |      18.00000      52200.00|      18.00000      52200.00|
  FLAGGER                                 |                            |                            |
0990 652.381                 200.000  MH  |      35.00000       7000.00|      39.00000       7800.00|
  UNIFORM TRAFFIC OFFICERS                |                            |                            |
1000 656.50                  100.000  EA  |       5.00000        500.00|       8.00000        800.00|
  BALED HAY, IN PLACE                     |                            |                            |
1010 656.51                  100.000  EA  |       5.00000        500.00|      12.00000       1200.00|
  SANDBAG, IN PLACE                       |                            |                            |
1020 656.55                   50.000  M3  |      56.00000       2800.00|      40.00000       2000.00|
  DUMPED STONE                            |                            |                            |
1030 656.632                1000.000  M   |       3.00000       3000.00|       4.00000       4000.00|
  750 MM TEMPORARY SILT FENCE             |                            |                            |
1040 658.20                  100.000  M2  |       9.50000        950.00|      10.50000       1050.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1050 659.10                           LUMP|   80000.00000      80000.00|  100000.00000     100000.00|
  MOBILIZATION                            |                            |                            |
1060 660.21                 1000.000  MH  |       2.00000       2000.00|       5.00000       5000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1070 107.27                           LUMP|   20000.00000      20000.00|    5000.00000       5000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     SECTION TOTALS                       |             $  1,842,536.75|             $  1,984,758.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,842,536.75|             $  1,984,758.00|              $
====================================================================================================================================