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     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

                                        COMPLETION DATE : 09/30/00

   PROJECT(S):  STP-7573(00)X           COUNTIE(S) : CUMBERLAND                  MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : ALUMINUM ALLOY STRUCTURAL PLATE PIPE                 ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000079         R J GRONDIN & SONS, INC.                                               $    267,499.99     100.0000%
   2   001076         CONSTRUCTION DIVERS, INC.                                              $    275,150.00     102.8598%
   3   000460         M & H LOGGING AND CONSTRUCTION                                         $    283,083.63     105.8257%
   4   000063         WYMAN & SIMPSON, INC.                                                  $    314,511.49     117.5744%
   5   000272         A & V CONSTRUCTION, CORP.                                              $    318,484.06     119.0595%
   6   000416         T BUCK CONSTRUCTION INC.                                               $    333,014.40     124.4914%
   7   001175         KEELEY CONSTRUCTION, CO., INC.                                         $    359,901.45     134.5426%
   8   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $    392,059.92     146.5645%
====================================================================================================================================
                                          |(   1  ) 000079             |(   2  ) 001076             |(   3  ) 000460
                                          |R J GRONDIN & SONS, INC.    |CONSTRUCTION DIVERS, INC.   |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|     250.00000        250.00|    5000.00000       5000.00|    7000.00000        7000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 202.19                    3.153  LS  |    2500.00000       2500.00|    5000.00000       5000.00|   10000.00000       10000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0030 203.20                 1100.000  M3  |      16.00000      17600.00|       7.50000       8250.00|       8.00000        8800.00
  COMMON EXCAVATION                       |                            |                            |
0040 203.24                 1070.000  M3  |       3.50000       3745.00|      20.50000      21935.00|      12.00000       12840.00
  COMMON BORROW                           |                            |                            |
0050 203.25                  590.000  M3  |      10.00000       5900.00|      24.00000      14160.00|      18.00000       10620.00
  GRANULAR BORROW                         |                            |                            |
0060 206.061                  10.000  M3  |      10.00000        100.00|      30.00000        300.00|      50.00000         500.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0070 304.10                 1425.000  M3  |      16.00000      22800.00|      26.00000      37050.00|      14.00000       19950.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                 370.000  MG  |      37.00000      13690.00|      37.00000      13690.00|      45.00000       16650.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000079             |(   2   ) 001076            |(   3  ) 000460
                                          |R J GRONDIN & SONS, INC.    |CONSTRUCTION DIVERS, INC.   |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0090 403.208                 260.000  MG  |      85.00000      22100.00|      54.00000      14040.00|      60.00000       15600.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 403.209                  25.000  MG  |     125.00000       3125.00|      75.00000       1875.00|     125.00000        3125.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0110 509.18                 7300.000  LS  |  101000.00000     101000.00|   79000.00000      79000.00|  100000.00000      100000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
0120 511.07                           LUMP|    3800.00000       3800.00|    4000.00000       4000.00|    2000.00000        2000.00
  COFFERDAM: DOWNSTREAM                   |                            |                            |
0130 511.07                           LUMP|    3800.00000       3800.00|    2500.00000       2500.00|    2500.00000        2500.00
  COFFERDAM: UPSTREAM                     |                            |                            |
0140 526.301                  15.240  LS  |     650.00000        650.00|     500.00000        500.00|    1200.00000        1200.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0150 603.16                   12.800  M   |     100.00000       1280.00|      90.00000       1152.00|     100.00000        1280.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.179                  30.500  M   |     150.00000       4575.00|     110.00000       3355.00|     120.00000        3660.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0170 604.09                    1.000  EA  |    2200.00000       2200.00|    1600.00000       1600.00|    2000.00000        2000.00
  CATCH BASIN TYPE B1                     |                            |                            |
0180 606.265                   2.000  EA  |      30.00000         60.00|      50.00000        100.00|      55.00000         110.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0190 606.35                    6.000  EA  |      25.00000        150.00|      25.00000        150.00|      27.50000         165.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0200 606.55                  125.730  M   |      36.00000       4526.28|      35.50000       4463.42|      38.96000        4898.44
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0210 606.60                   19.050  M   |      40.00000        762.00|      39.50000        752.48|      43.38000         826.39
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0220 606.76                    2.000  EA  |    1850.00000       3700.00|    1500.00000       3000.00|    1650.00000        3300.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0230 609.31                  102.000  M   |      20.00000       2040.00|       9.00000        918.00|       9.90000        1009.80
  CURB TYPE 3                             |                            |                            |
0240 610.08                  300.000  M3  |      75.00000      22500.00|      47.50000      14250.00|      50.00000       15000.00
  PLAIN RIPRAP                            |                            |                            |
0250 610.18                   33.000  M3  |      75.00000       2475.00|      37.00000       1221.00|      60.00000        1980.00
  STONE DITCH PROTECTION                  |                            |                            |
0260 613.319                  19.000  M2  |      10.00000        190.00|       2.00000         38.00|       4.00000          76.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0270 615.07                   70.000  M3  |      60.00000       4200.00|      32.00000       2240.00|      25.00000        1750.00
  LOAM                                    |                            |                            |
0280 618.141                  14.000  UN  |      40.00000        560.00|      45.00000        630.00|      35.00000         490.00
  SEEDING METHOD NUMBER 3                 |                            |                            |
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000079             |(   2   ) 001076            |(   3  ) 000460
                                          |R J GRONDIN & SONS, INC.    |CONSTRUCTION DIVERS, INC.   |M & H LOGGING AND CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 618.25                    0.400  M3  |     100.00000         40.00|       4.00000          1.60|      50.00000          20.00
  APPLIED WATER                           |                            |                            |
0300 619.12                   14.000  UN  |      30.00000        420.00|      45.00000        630.00|      25.00000         350.00
  MULCH                                   |                            |                            |
0310 627.71                  310.000  M   |       1.15000        356.50|       1.15000        356.50|       1.30000         403.00
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0320 627.73                  160.000  M   |       2.30000        368.00|       2.30000        368.00|       2.55000         408.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0330 627.78                  630.000  M   |       0.90000        567.00|       1.80000       1134.00|       2.00000        1260.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0340 637.08                    0.100  MG  |    5000.00000        500.00|     500.00000         50.00|     600.00000          60.00
  CALCIUM CHLORIDE                        |                            |                            |
0350 639.19                    1.000  EA  |    1800.00000       1800.00|    3300.00000       3300.00|     980.00000         980.00
  FIELD OFFICE TYPE B                     |                            |                            |
0360 652.33                   15.000  EA  |      25.00000        375.00|      50.00000        750.00|      50.00000         750.00
  DRUM                                    |                            |                            |
0370 652.34                   15.000  EA  |      25.00000        375.00|      28.00000        420.00|      20.00000         300.00
  CONE                                    |                            |                            |
0380 652.35                   30.000  M2  |     175.00000       5250.00|     135.00000       4050.00|     100.00000        3000.00
  CONSTRUCTION SIGNS                      |                            |                            |
0390 652.361                 140.000  LS  |     500.00000        500.00|     600.00000        600.00|     450.00000         450.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0400 652.38                  180.000  MH  |      11.50000       2070.00|      14.00000       2520.00|      15.40000        2772.00
  FLAGGER                                 |                            |                            |
0410 659.10                           LUMP|    4600.21000       4600.21|   19800.00000      19800.00|   25000.00000       25000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    267,499.99|             $    275,150.00|              $    283,083.63
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    267,499.99|             $    275,150.00|              $    283,083.63
====================================================================================================================================
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000063             |(   5   ) 000272            |(   6  ) 000416
                                          |WYMAN & SIMPSON, INC.       |A & V CONSTRUCTION, CORP.   |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|    8500.00000       8500.00|   10000.00000      10000.00|    4920.00000        4920.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 202.19                    3.153  LS  |    1500.00000       1500.00|   15000.00000      15000.00|   33527.00000       33527.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0030 203.20                 1100.000  M3  |       9.00000       9900.00|      13.00000      14300.00|       9.00000        9900.00
  COMMON EXCAVATION                       |                            |                            |
0040 203.24                 1070.000  M3  |      12.00000      12840.00|      12.00000      12840.00|      16.25000       17387.50
  COMMON BORROW                           |                            |                            |
0050 203.25                  590.000  M3  |      14.00000       8260.00|      20.00000      11800.00|      17.00000       10030.00
  GRANULAR BORROW                         |                            |                            |
0060 206.061                  10.000  M3  |      25.00000        250.00|      50.00000        500.00|     100.00000        1000.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0070 304.10                 1425.000  M3  |      17.00000      24225.00|      22.00000      31350.00|      20.00000       28500.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                 370.000  MG  |      40.00000      14800.00|      41.00000      15170.00|      37.00000       13690.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.208                 260.000  MG  |      58.00000      15080.00|      59.00000      15340.00|      54.00000       14040.00
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 403.209                  25.000  MG  |      81.00000       2025.00|     100.00000       2500.00|      75.00000        1875.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0110 509.18                 7300.000  LS  |  124000.00000     124000.00|   90000.00000      90000.00|   96365.00000       96365.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
0120 511.07                           LUMP|    6400.00000       6400.00|    3000.00000       3000.00|   17779.00000       17779.00
  COFFERDAM: DOWNSTREAM                   |                            |                            |
0130 511.07                           LUMP|    3600.00000       3600.00|    5000.00000       5000.00|   15246.00000       15246.00
  COFFERDAM: UPSTREAM                     |                            |                            |
0140 526.301                  15.240  LS  |    2600.00000       2600.00|    4000.00000       4000.00|    1675.00000        1675.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0150 603.16                   12.800  M   |      67.00000        857.60|      80.00000       1024.00|      75.00000         960.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.179                  30.500  M   |     115.00000       3507.50|     150.00000       4575.00|      60.00000        1830.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0170 604.09                    1.000  EA  |    1650.00000       1650.00|    1500.00000       1500.00|    1526.00000        1526.00
  CATCH BASIN TYPE B1                     |                            |                            |
0180 606.265                   2.000  EA  |      54.00000        108.00|      35.00000         70.00|      50.00000         100.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 5
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000063             |(   5   ) 000272            |(   6  ) 000416
                                          |WYMAN & SIMPSON, INC.       |A & V CONSTRUCTION, CORP.   |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.35                    6.000  EA  |      27.00000        162.00|      30.00000        180.00|      25.00000         150.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0200 606.55                  125.730  M   |      38.00000       4777.74|      37.00000       4652.01|      35.50000        4463.42
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0210 606.60                   19.050  M   |      43.00000        819.15|      41.00000        781.05|      39.50000         752.48
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0220 606.76                    2.000  EA  |    1600.00000       3200.00|    1600.00000       3200.00|    1500.00000        3000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0230 609.31                  102.000  M   |      10.00000       1020.00|      15.00000       1530.00|       9.00000         918.00
  CURB TYPE 3                             |                            |                            |
0240 610.08                  300.000  M3  |      50.00000      15000.00|      50.00000      15000.00|      37.00000       11100.00
  PLAIN RIPRAP                            |                            |                            |
0250 610.18                   33.000  M3  |      60.00000       1980.00|      50.00000       1650.00|      35.00000        1155.00
  STONE DITCH PROTECTION                  |                            |                            |
0260 613.319                  19.000  M2  |       2.00000         38.00|      10.00000        190.00|      10.50000         199.50
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0270 615.07                   70.000  M3  |      45.00000       3150.00|      35.00000       2450.00|      36.00000        2520.00
  LOAM                                    |                            |                            |
0280 618.141                  14.000  UN  |      70.00000        980.00|      50.00000        700.00|      65.00000         910.00
  SEEDING METHOD NUMBER 3                 |                            |                            |
0290 618.25                    0.400  M3  |      20.00000          8.00|     300.00000        120.00|    1250.00000         500.00
  APPLIED WATER                           |                            |                            |
0300 619.12                   14.000  UN  |      54.00000        756.00|      50.00000        700.00|      50.00000         700.00
  MULCH                                   |                            |                            |
0310 627.71                  310.000  M   |       1.25000        387.50|       1.20000        372.00|       1.15000         356.50
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0320 627.73                  160.000  M   |       2.50000        400.00|       2.00000        320.00|       2.30000         368.00
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0330 627.78                  630.000  M   |       2.00000       1260.00|       1.50000        945.00|       1.80000        1134.00
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0340 637.08                    0.100  MG  |    1000.00000        100.00|    1000.00000        100.00|   14050.00000        1405.00
  CALCIUM CHLORIDE                        |                            |                            |
0350 639.19                    1.000  EA  |    2000.00000       2000.00|    4000.00000       4000.00|    3175.00000        3175.00
  FIELD OFFICE TYPE B                     |                            |                            |
0360 652.33                   15.000  EA  |      45.00000        675.00|      60.00000        900.00|      60.00000         900.00
  DRUM                                    |                            |                            |
0370 652.34                   15.000  EA  |      35.00000        525.00|      15.00000        225.00|      15.00000         225.00
  CONE                                    |                            |                            |
0380 652.35                   30.000  M2  |      93.00000       2790.00|     100.00000       3000.00|     100.00000        3000.00
  CONSTRUCTION SIGNS                      |                            |                            |
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 6
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   4  ) 000063             |(   5   ) 000272            |(   6  ) 000416
                                          |WYMAN & SIMPSON, INC.       |A & V CONSTRUCTION, CORP.   |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.361                 140.000  LS  |    1500.00000       1500.00|    5000.00000       5000.00|    1620.00000        1620.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0400 652.38                  180.000  MH  |      16.00000       2880.00|      25.00000       4500.00|      12.00000        2160.00
  FLAGGER                                 |                            |                            |
0410 659.10                           LUMP|   30000.00000      30000.00|   30000.00000      30000.00|   21952.00000       21952.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    314,511.49|             $    318,484.06|              $    333,014.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    314,511.49|             $    318,484.06|              $    333,014.40
====================================================================================================================================
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 7
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 001175             |(   8   ) 000116            |(      )
                                          |KEELEY CONSTR., CO., INC.   |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|    6000.00000       6000.00|    5000.00000       5000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 202.19                    3.153  LS  |   40000.00000      40000.00|   20000.00000      20000.00|
  REMOVING EXISTING BRIDGE                |                            |                            |
0030 203.20                 1100.000  M3  |      10.00000      11000.00|      19.60000      21560.00|
  COMMON EXCAVATION                       |                            |                            |
0040 203.24                 1070.000  M3  |      15.00000      16050.00|      10.46000      11192.20|
  COMMON BORROW                           |                            |                            |
0050 203.25                  590.000  M3  |      35.00000      20650.00|      15.70000       9263.00|
  GRANULAR BORROW                         |                            |                            |
0060 206.061                  10.000  M3  |      50.00000        500.00|      65.40000        654.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0070 304.10                 1425.000  M3  |      18.00000      25650.00|      19.60000      27930.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.207                 370.000  MG  |      50.00000      18500.00|      40.00000      14800.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.208                 260.000  MG  |      60.00000      15600.00|      58.00000      15080.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0100 403.209                  25.000  MG  |      85.00000       2125.00|      85.00000       2125.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0110 509.18                 7300.000  LS  |  110000.00000     110000.00|  150000.00000     150000.00|
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
0120 511.07                           LUMP|    5000.00000       5000.00|   10000.00000      10000.00|
  COFFERDAM: DOWNSTREAM                   |                            |                            |
0130 511.07                           LUMP|    5000.00000       5000.00|   10000.00000      10000.00|
  COFFERDAM: UPSTREAM                     |                            |                            |
0140 526.301                  15.240  LS  |    4000.00000       4000.00|    2000.00000       2000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0150 603.16                   12.800  M   |      55.00000        704.00|     105.00000       1344.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.179                  30.500  M   |      80.00000       2440.00|     115.00000       3507.50|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0170 604.09                    1.000  EA  |    1500.00000       1500.00|    2500.00000       2500.00|
  CATCH BASIN TYPE B1                     |                            |                            |
0180 606.265                   2.000  EA  |      50.00000        100.00|      35.00000         70.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 8
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 001175             |(   8   ) 000116            |(      )
                                          |KEELEY CONSTR., CO., INC.   |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 606.35                    6.000  EA  |      40.00000        240.00|      35.00000        210.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0200 606.55                  125.730  M   |      40.00000       5029.20|      39.00000       4903.47|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0210 606.60                   19.050  M   |      45.00000        857.25|      43.00000        819.15|
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0220 606.76                    2.000  EA  |    1500.00000       3000.00|    1800.00000       3600.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0230 609.31                  102.000  M   |      15.00000       1530.00|      10.00000       1020.00|
  CURB TYPE 3                             |                            |                            |
0240 610.08                  300.000  M3  |      45.00000      13500.00|      78.40000      23520.00|
  PLAIN RIPRAP                            |                            |                            |
0250 610.18                   33.000  M3  |      50.00000       1650.00|      91.20000       3009.60|
  STONE DITCH PROTECTION                  |                            |                            |
0260 613.319                  19.000  M2  |       4.00000         76.00|       3.50000         66.50|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0270 615.07                   70.000  M3  |      40.00000       2800.00|      52.50000       3675.00|
  LOAM                                    |                            |                            |
0280 618.141                  14.000  UN  |      60.00000        840.00|      75.00000       1050.00|
  SEEDING METHOD NUMBER 3                 |                            |                            |
0290 618.25                    0.400  M3  |     500.00000        200.00|     100.00000         40.00|
  APPLIED WATER                           |                            |                            |
0300 619.12                   14.000  UN  |      30.00000        420.00|      60.00000        840.00|
  MULCH                                   |                            |                            |
0310 627.71                  310.000  M   |       1.00000        310.00|       0.75000        232.50|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0320 627.73                  160.000  M   |       1.00000        160.00|       1.25000        200.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0330 627.78                  630.000  M   |       1.50000        945.00|       1.10000        693.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0340 637.08                    0.100  MG  |    1500.00000        150.00|     500.00000         50.00|
  CALCIUM CHLORIDE                        |                            |                            |
0350 639.19                    1.000  EA  |    4000.00000       4000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0360 652.33                   15.000  EA  |      45.00000        675.00|      50.00000        750.00|
  DRUM                                    |                            |                            |
0370 652.34                   15.000  EA  |      20.00000        300.00|      25.00000        375.00|
  CONE                                    |                            |                            |
0380 652.35                   30.000  M2  |      90.00000       2700.00|     270.00000       8100.00|
  CONSTRUCTION SIGNS                      |                            |                            |
     LETTING DATE : 02/23/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 9
     LOCATION : WINDHAM                                 TABULATION OF BIDS

                                            CONTRACT ID : 007573.00
                                                          =========

====================================================================================================================================
                                          |(   7  ) 001175             |(   8   ) 000116            |(      )
                                          |KEELEY CONSTR., CO., INC.   |SHAW BROTHERS CONSTRUCTION, |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 652.361                 140.000  LS  |    3000.00000       3000.00|    5000.00000       5000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0400 652.38                  180.000  MH  |      15.00000       2700.00|      16.00000       2880.00|
  FLAGGER                                 |                            |                            |
0410 659.10                           LUMP|   30000.00000      30000.00|   19000.00000      19000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    359,901.45|             $    392,059.92|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    359,901.45|             $    392,059.92|              $
====================================================================================================================================