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     LETTING DATE : 06/12/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : HOULTON                                 TABULATION OF BIDS
                                            CONTRACT ID : 008400.10                                     COMPLETION DATE : 11/01/02
                                                          =========
   PROJECT(S):  008400.10               COUNTIE(S) : AROOSTOOK                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                008530.10
                IM-1004(400)X                                                      A TRUE COPY : __________________________
                OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY RECONSTRUCTION                                                        NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                     $  1,271,116.80     100.0000%
   2   000272         A & V CONSTRUCTION, CORP.                                              $  1,284,519.30     101.0544%
   3   000144         A E MCQUADE & SONS, INC.                                               $  1,378,512.20     108.4489%
====================================================================================================================================
                                          |(   1  ) 000164             |(   2  ) 000272             |(   3  ) 000144
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.127                2728.000  LS  |   50000.00000      50000.00|   48000.00000      48000.00|   57500.00000       57500.00
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0020 203.221               11660.000  CY  |       7.00000      81620.00|       7.00000      81620.00|       7.50000       87450.00
  UNCLASSIFIED EXCAVATION - PLAN QUANTITY |                            |                            |
0030 203.25                  910.000  CY  |      15.00000      13650.00|      15.00000      13650.00|      14.50000       13195.00
  GRANULAR BORROW                         |                            |                            |
0040 206.07                   25.000  CY  |      80.00000       2000.00|      81.00000       2025.00|      95.00000        2375.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0050 304.104               14460.000  CY  |      16.00000     231360.00|      16.00000     231360.00|      16.75000      242205.00
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0060 403.209                 100.000  T   |     100.00000      10000.00|      76.00000       7600.00|     115.00000       11500.00
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0070 403.210                 990.000  T   |      55.00000      54450.00|      55.00000      54450.00|      55.00000       54450.00
  HOT MIX ASPHALT 9.5 MM HMA 0.3 TO <3    |                            |                            |
  MILLION ESALS                           |                            |                            |
0080 403.210                 454.000  T   |      85.00000      38590.00|      66.00000      29964.00|      95.00000       43130.00
  HOT MIX ASPHALT 9.5 MM HMA 3 TO <10     |                            |                            |
  MILLION ESALS                           |                            |                            |
0090 403.211                  50.000  T   |      90.00000       4500.00|      76.00000       3800.00|      95.00000        4750.00
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0100 403.213                1400.000  T   |      52.00000      72800.00|      55.00000      77000.00|      52.50000       73500.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
     LETTING DATE : 06/12/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : HOULTON                                 TABULATION OF BIDS
                                            CONTRACT ID : 008400.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000272            |(   3  ) 000144
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15                  325.000  G   |       8.00000       2600.00|       5.00000       1625.00|       6.50000        2112.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 508.14                 2728.000  LS  |   70000.00000      70000.00|   58000.00000      58000.00|   75000.00000       75000.00
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
0130 518.30                 1724.000  SF  |      18.00000      31032.00|      29.00000      49996.00|      19.80000       34135.20
  REHABILITATION OF STRUCTURAL CONCRETE   |                            |                            |
  SLAB - TO REINFORCING STEEL             |                            |                            |
0140 518.31                  860.000  SF  |      33.00000      28380.00|      42.00000      36120.00|      36.00000       30960.00
  REHABILITATION OF STRUCTURAL CONCRETE   |                            |                            |
  SLAB - TO BELOW REINFORCING STEEL       |                            |                            |
0150 518.32                  216.000  SF  |      75.00000      16200.00|     100.00000      21600.00|      82.00000       17712.00
  REHABILITATION OF STRUCTURAL CONCRETE   |                            |                            |
  SLAB - FULL DEPTH                       |                            |                            |
0160 518.39                 1274.000  LF  |       5.50000       7007.00|      15.00000      19110.00|       6.00000        7644.00
  REPAIRING GRANITE CURB BEDDING MORTAR   |                            |                            |
0170 518.60                   64.000  SF  |      50.00000       3200.00|      85.00000       5440.00|      55.00000        3520.00
  REPAIR OF VERTICAL SURFACES < 7.9 IN.   |                            |                            |
0180 520.2022                642.000  LF  |      40.00000      25680.00|      68.00000      43656.00|      55.00000       35310.00
  POLYMER NOSING                          |                            |                            |
0190 520.241                   8.000  EA  |    5000.00000      40000.00|    4200.00000      33600.00|    8200.00000       65600.00
  BRIDGE JOINT MODIFICATION TYPE 1        |                            |                            |
0200 526.301                2132.000  LS  |   40000.00000      40000.00|   29900.00000      29900.00|   32000.00000       32000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0210 527.34                    4.000  UN  |    6000.00000      24000.00|    4000.00000      16000.00|    5000.00000       20000.00
  WORK ZONE CRASH CUSHIONS                |                            |                            |
0220 603.16                  314.000  LF  |      25.00000       7850.00|      24.00000       7536.00|      26.50000        8321.00
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0230 603.17                   65.000  LF  |      30.00000       1950.00|      28.00000       1820.00|      31.75000        2063.75
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0240 603.179                 274.000  LF  |      50.00000      13700.00|      49.00000      13426.00|      68.50000       18769.00
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0250 603.219                 172.000  LF  |      95.00000      16340.00|      91.00000      15652.00|      85.75000       14749.00
  36 INCH CULVERT PIPE OPTION III         |                            |                            |
0260 604.072                   2.000  EA  |    2000.00000       4000.00|    1600.00000       3200.00|    2200.00000        4400.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0270 605.09                 1150.000  LF  |      20.00000      23000.00|      18.00000      20700.00|      19.50000       22425.00
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0280 605.10                   90.000  LF  |      20.00000       1800.00|      20.00000       1800.00|      19.50000        1755.00
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
0290 605.13                  150.000  LF  |      50.00000       7500.00|      48.00000       7200.00|      35.00000        5250.00
  18 INCH UNDERDRAIN TYPE C               |                            |                            |
     LETTING DATE : 06/12/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : HOULTON                                 TABULATION OF BIDS
                                            CONTRACT ID : 008400.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000272            |(   3  ) 000144
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.17                  125.000  LF  |      14.00000       1750.00|      12.50000       1562.50|      16.00000        2000.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0310 606.1721                  8.000  EA  |    1200.00000       9600.00|    1400.00000      11200.00|    1300.00000       10400.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0320 606.1722                  8.000  EA  |     800.00000       6400.00|     800.00000       6400.00|     900.00000        7200.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0330 606.35                    6.000  EA  |      25.00000        150.00|      35.00000        210.00|      30.00000         180.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0340 606.76                    2.000  EA  |    1500.00000       3000.00|    1500.00000       3000.00|    1650.00000        3300.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0350 609.31                  935.000  LF  |       5.00000       4675.00|       5.00000       4675.00|       5.50000        5142.50
  CURB TYPE 3                             |                            |                            |
0360 610.08                   20.000  CY  |      50.00000       1000.00|      57.00000       1140.00|      50.00000        1000.00
  PLAIN RIPRAP                            |                            |                            |
0370 613.319                1380.000  SY  |       2.00000       2760.00|       2.00000       2760.00|       2.75000        3795.00
  EROSION CONTROL BLANKET                 |                            |                            |
0380 615.07                  172.000  CY  |      15.00000       2580.00|      15.00000       2580.00|      19.75000        3397.00
  LOAM                                    |                            |                            |
0390 618.1301                 29.000  UN  |      30.00000        870.00|      30.00000        870.00|      25.00000         725.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0400 618.1401                111.000  UN  |      25.00000       2775.00|      24.00000       2664.00|      22.00000        2442.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0410 619.1201                140.000  UN  |      12.00000       1680.00|      12.00000       1680.00|       9.00000        1260.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0420 620.54                  675.000  SY  |       5.00000       3375.00|       5.00000       3375.00|       2.75000        1856.25
  STABILIZATION GEOTEXTILE                |                            |                            |
0430 620.58                  350.000  SY  |       4.00000       1400.00|       4.00000       1400.00|       3.40000        1190.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0440 627.72                12430.000  LF  |       0.20000       2486.00|       0.20000       2486.00|       0.25000        3107.50
  6 INCH WHITE PAVEMENT MARKING LINE      |                            |                            |
0450 627.74                 6214.000  LF  |       0.20000       1242.80|       0.20000       1242.80|       0.25000        1553.50
  6 INCH YELLOW PAVEMENT MARKING LINE     |                            |                            |
0460 627.76                           LUMP|    7000.00000       7000.00|    6800.00000       6800.00|    9500.00000        9500.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0470 627.77                 9193.000  SF  |       3.00000      27579.00|       3.00000      27579.00|       3.50000       32175.50
  REMOVING PAVEMENT MARKINGS              |                            |                            |
0480 627.791               12430.000  LF  |       2.00000      24860.00|       2.00000      24860.00|       2.30000       28589.00
  TEMPORARY 6 INCH PLASTIC PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0490 629.05                   85.000  MH  |      25.00000       2125.00|      30.00000       2550.00|      25.00000        2125.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 06/12/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : HOULTON                                 TABULATION OF BIDS
                                            CONTRACT ID : 008400.10
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000272            |(   3  ) 000144
                                          |C P M CONSTRUCTORS          |A & V CONSTRUCTION, CORP.   |A E MCQUADE & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.10                    5.000  HR  |      40.00000        200.00|      30.00000        150.00|      25.00000         125.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0510 631.11                    5.000  HR  |      30.00000        150.00|      30.00000        150.00|      25.00000         125.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0520 631.12                   10.000  HR  |     100.00000       1000.00|     100.00000       1000.00|      90.00000         900.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0530 631.14                    5.000  HR  |      80.00000        400.00|      81.00000        405.00|     120.00000         600.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0540 631.172                  10.000  HR  |      55.00000        550.00|      55.00000        550.00|      45.00000         450.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0550 639.19                    1.600  EA  |    1000.00000       1600.00|    2300.00000       3680.00|    4000.00000        6400.00
  FIELD OFFICE TYPE B                     |                            |                            |
0560 652.30                    3.000  EA  |    4000.00000      12000.00|    1500.00000       4500.00|    4000.00000       12000.00
  FLASHING ARROW BOARD                    |                            |                            |
0570 652.31                   12.000  EA  |      50.00000        600.00|      50.00000        600.00|      40.00000         480.00
  TYPE I BARRICADE                        |                            |                            |
0580 652.312                   8.000  EA  |     150.00000       1200.00|     350.00000       2800.00|     400.00000        3200.00
  TYPE III BARRICADE                      |                            |                            |
0590 652.33                   88.000  EA  |      55.00000       4840.00|      55.00000       4840.00|      50.00000        4400.00
  DRUM                                    |                            |                            |
0600 652.34                   80.000  EA  |      30.00000       2400.00|      20.00000       1600.00|      20.00000        1600.00
  CONE                                    |                            |                            |
0610 652.35                 1430.000  SF  |      12.00000      17160.00|      12.00000      17160.00|       8.75000       12512.50
  CONSTRUCTION SIGNS                      |                            |                            |
0620 652.36                  120.000  CD  |     150.00000      18000.00|     180.00000      21600.00|     150.00000       18000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0630 652.38                 1250.000  MH  |      18.00000      22500.00|      18.00000      22500.00|      20.00000       25000.00
  FLAGGER                                 |                            |                            |
0640 656.75                           LUMP|   30000.00000      30000.00|   33100.00000      33100.00|   35000.00000       35000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0650 659.10                           LUMP|  128000.00000     128000.00|  125000.00000     125000.00|  145000.00000      145000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,271,116.80|             $  1,284,519.30|              $  1,378,512.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,271,116.80|             $  1,284,519.30|              $  1,378,512.20
====================================================================================================================================