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     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 1
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10                                     COMPLETION DATE : 11/19/04
                                                           =========
   PROJECT(S):  STP-7492(10)X           LOCATION(S): BIDDEFORD                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                BR-7492(20)X                         BIDDEFORD
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  URBAN HIGHWAY CONSTRUCTION AND BRIDGE REPLACEMENT                             NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $  5,443,959.36     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $  5,626,538.95     103.3538%
   3   000032         REED & REED, INC.                                                      $  6,765,985.00     124.2843%
====================================================================================================================================
                                          |(   1  ) 000116             |(   2  ) 000164             |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY & BRIDGE ITEMS
                                          |                            |                            |
0010 201.23                   23.000  EA  |     500.00000      11500.00|    1000.00000      23000.00|     175.00000        4025.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                   23.000  EA  |     100.00000       2300.00|     200.00000       4600.00|     325.00000        7475.00
  REMOVING STUMP                          |                            |                            |
0030 202.08                           LUMP|   15000.00000      15000.00|   15000.00000      15000.00|   25000.00000       25000.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0040 202.15                    7.000  EA  |     350.00000       2450.00|     400.00000       2800.00|     800.00000        5600.00
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0050 202.19                    1.000  LS  |  300000.00000     300000.00|  150000.00000     150000.00|  150000.00000      150000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0060 202.203                1525.000  M2  |      15.00000      22875.00|      15.00000      22875.00|      15.00000       22875.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0070 203.20                 8829.000  M3  |       9.00000      79461.00|      16.50000     145678.50|      11.00000       97119.00
  COMMON EXCAVATION                       |                            |                            |
0080 203.24                 7288.000  M3  |      11.77000      85779.76|      14.00000     102032.00|      13.00000       94744.00
  COMMON BORROW                           |                            |                            |
0090 206.082                1035.000  M3  |      47.10000      48748.50|      20.00000      20700.00|      13.00000       13455.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0100 304.10                 9700.000  M3  |      11.77000     114169.00|      26.00000     252200.00|      17.00000      164900.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0110 403.207                6775.000  MG  |      39.00000     264225.00|      39.00000     264225.00|      39.00000      264225.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 2
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.208                2025.000  MG  |      39.00000      78975.00|      39.00000      78975.00|      39.00000       78975.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0130 403.209                 575.000  MG  |      85.00000      48875.00|      85.00000      48875.00|      85.00000       48875.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0140 403.211                 130.000  MG  |      42.50000       5525.00|      43.00000       5590.00|      43.00000        5590.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 409.15                   31.000  L   |       3.00000         93.00|       3.00000         93.00|      10.00000         310.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 501.231                   4.000  EA  |    2887.50000      11550.00|    3000.00000      12000.00|    4500.00000       18000.00
  DYNAMIC LOADING TEST                    |                            |                            |
0170 501.46                 1300.000  M   |      80.85000     105105.00|      75.00000      97500.00|     100.00000      130000.00
  STEEL H-BEAM PILES 109 KG/M, DELIVERED  |                            |                            |
0180 501.461                1300.000  M   |       5.77000       7501.00|       5.00000       6500.00|      30.00000       39000.00
  STEEL H-BEAM PILES 109 KG/M, IN PLACE   |                            |                            |
0190 501.90                   68.000  EA  |     288.24000      19600.32|     300.00000      20400.00|     200.00000       13600.00
  PILE TIPS                               |                            |                            |
0200 501.91                   68.000  EA  |       1.18000         80.24|       1.00000         68.00|     400.00000       27200.00
  PILE SPLICES                            |                            |                            |
0210 501.92                           LUMP|   20800.00000      20800.00|   25000.00000      25000.00|   50000.00000       50000.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0220 502.219                 760.000  LS  |  405000.00000     405000.00|  400000.00000     400000.00|  800000.00000      800000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0230 502.25                   54.000  LS  |   11400.00000      11400.00|   50000.00000      50000.00|   40000.00000       40000.00
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0250 502.31                   21.000  LS  |   18500.00000      18500.00|   25000.00000      25000.00|   18000.00000       18000.00
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0260 502.49                   18.000  LS  |    4000.00000       4000.00|   25000.00000      25000.00|   40000.00000       40000.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0270 503.12                65625.000  KG  |       1.28000      84000.00|       0.50000      32812.50|       1.00000       65625.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0280 503.13                65625.000  KG  |       0.78000      51187.50|       0.75000      49218.75|       1.00000       65625.00
  REINFORCING STEEL, PLACING              |                            |                            |
0290 507.0846                 50.000  LS  |    7100.00000       7100.00|    4000.00000       4000.00|   12000.00000       12000.00
  BARRIER-MOUNTED STEEL BRIDGE RAILING:   |                            |                            |
  1-BAR                                   |                            |                            |
0300 511.07                           LUMP|   49400.00000      49400.00|  100000.00000     100000.00|  225000.00000      225000.00
  COFFERDAM: ABUT #2                      |                            |                            |
0310 511.07                           LUMP|  127000.00000     127000.00|  100000.00000     100000.00|  225000.00000      225000.00
  COFFERDAM: ALONG CENTERLINE             |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 3
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 511.07                           LUMP|   79200.00000      79200.00|  100000.00000     100000.00|  225000.00000      225000.00
  COFFERDAM: ABUT #1                      |                            |                            |
0330 513.091                 700.000  M2  |      95.00000      66500.00|      30.00000      21000.00|      90.00000       63000.00
  SLOPE PROTECTION - SHOTCRETE            |                            |                            |
0340 514.06                    1.000  EA  |    1560.00000       1560.00|     750.00000        750.00|    1300.00000        1300.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0350 515.21                 1300.000  LS  |    2690.00000       2690.00|    2500.00000       2500.00|    5000.00000        5000.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0360 524.40                           LUMP|   19400.00000      19400.00|   10000.00000      10000.00|   70000.00000       70000.00
  PROTECTIVE SHIELD                       |                            |                            |
0370 525.181                  26.000  M   |     400.00000      10400.00|     150.00000       3900.00|     250.00000        6500.00
  GRANITE BLOCK WALL - REMOVE AND RESET   |                            |                            |
0380 525.326                  75.000  M2  |     400.00000      30000.00|     550.00000      41250.00|     790.00000       59250.00
  FIELD STONE RETAINING WALL              |                            |                            |
0390 526.321                  50.000  LS  |    9900.00000       9900.00|   18000.00000      18000.00|   60000.00000       60000.00
  PERMANENT CONCRETE BARRIER TYPE III A   |                            |                            |
0400 526.40                   35.000  M   |     101.43000       3550.05|      40.00000       1400.00|     250.00000        8750.00
  RESETTING TEMPORARY CONCRETE BARRIER    |                            |                            |
  TYPE I                                  |                            |                            |
0410 535.62                  240.000  LS  |  498035.00000     498035.00|  400000.00000     400000.00|  425000.00000      425000.00
  PRESTRESSED STRUCTURAL CONCRETE BOX BEA |                            |                            |
0420 602.302                7500.000  LS  |  450000.00000     450000.00|  740000.00000     740000.00|  800000.00000      800000.00
  LIGHTWEIGHT FOAM CONCRETE FILL          |                            |                            |
0430 603.159                  63.000  M   |     105.15000       6624.45|     100.00000       6300.00|     100.00000        6300.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0440 603.169                 140.000  M   |     114.75000      16065.00|     200.00000      28000.00|     190.00000       26600.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0450 603.179                 165.000  M   |     131.15000      21639.75|     330.00000      54450.00|     300.00000       49500.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0460 604.072                  23.000  EA  |    3500.00000      80500.00|    2500.00000      57500.00|     200.00000        4600.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0470 604.092                   2.000  EA  |    3200.00000       6400.00|    2200.00000       4400.00|    1925.00000        3850.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0480 604.15                    2.000  EA  |    3000.00000       6000.00|    3000.00000       6000.00|    2200.00000        4400.00
  MANHOLE                                 |                            |                            |
0490 604.18                    1.000  EA  |     350.00000        350.00|     400.00000        400.00|     900.00000         900.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0500 604.182                   3.000  EA  |     325.00000        975.00|     250.00000        750.00|     400.00000        1200.00
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0510 605.09                 1050.000  M   |      65.62000      68901.00|     100.00000     105000.00|      90.00000       94500.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 4
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0520 605.12                  250.000  M   |     131.20000      32800.00|     130.00000      32500.00|     125.00000       31250.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0530 605.13                   64.000  M   |     152.34000       9749.76|     175.00000      11200.00|     200.00000       12800.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0540 606.1721                  4.000  EA  |    1045.00000       4180.00|     950.00000       3800.00|     950.00000        3800.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0550 606.265                   2.000  EA  |      55.00000        110.00|      50.00000        100.00|      50.00000         100.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0560 606.35                   52.000  EA  |      44.00000       2288.00|      40.00000       2080.00|      40.00000        2080.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0570 606.55                  765.000  M   |      43.34000      33155.10|      40.00000      30600.00|      40.00000       30600.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0580 606.59                    4.500  M   |      54.12000        243.54|      50.00000        225.00|      50.00000         225.00
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0590 606.60                   23.000  M   |     133.54000       3071.42|     125.00000       2875.00|     125.00000        2875.00
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0600 606.76                    2.000  EA  |    1650.00000       3300.00|    1500.00000       3000.00|    1500.00000        3000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0610 607.173                 225.000  M   |      54.50000      12262.50|      50.00000      11250.00|      50.00000       11250.00
  CHAIN LINK FENCE - 1.8 METER PVC COATED |                            |                            |
0620 607.25                   41.000  M   |      54.12000       2218.92|      50.00000       2050.00|      50.00000        2050.00
  REMOVE AND RESET CHAIN LINK FENCE       |                            |                            |
0630 607.291                  42.000  M   |     286.00000      12012.00|     375.00000      15750.00|     760.00000       31920.00
  REMOVE AND RESET STONE WALL             |                            |                            |
0640 607.461                  16.000  M   |     399.30000       6388.80|     365.00000       5840.00|     363.00000        5808.00
  CEDAR STOCKADE FENCE                    |                            |                            |
0650 608.07                   40.000  M2  |      61.25000       2450.00|     150.00000       6000.00|     145.00000        5800.00
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
0660 608.10                    5.000  M2  |     180.00000        900.00|     200.00000       1000.00|     465.00000        2325.00
  BRICK SIDEWALK, REMOVE AND REBUILD      |                            |                            |
0670 608.46                   63.000  M2  |       5.95000        374.85|      40.00000       2520.00|      22.00000        1386.00
  REGRADING SIDEWALK                      |                            |                            |
0680 609.11                 1400.000  M   |      69.00000      96600.00|      62.25000      87150.00|      75.00000      105000.00
  VERTICAL CURB TYPE 1                    |                            |                            |
0690 609.111                   6.500  M   |     582.00000       3783.00|     110.00000        715.00|     440.00000        2860.00
  SPECIAL GRANITE CURB - 600 MM           |                            |                            |
0700 609.112                  23.000  M   |     624.00000      14352.00|     119.00000       2737.00|     800.00000       18400.00
  SPECIAL GRANITE CURB - 750 MM           |                            |                            |
0710 609.12                   55.000  M   |     105.00000       5775.00|      78.25000       4303.75|     140.00000        7700.00
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 5
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0720 609.234                  15.000  EA  |      85.00000       1275.00|     104.00000       1560.00|     135.00000        2025.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0730 609.237                  65.000  EA  |     150.00000       9750.00|     169.00000      10985.00|     165.00000       10725.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0740 609.31                  150.000  M   |      15.00000       2250.00|      15.00000       2250.00|      15.00000        2250.00
  CURB TYPE 3                             |                            |                            |
0750 609.38                   36.000  M   |      10.00000        360.00|      31.20000       1123.20|      40.00000        1440.00
  RESET CURB TYPE 1                       |                            |                            |
0760 610.08                   30.000  M3  |      78.00000       2340.00|      75.00000       2250.00|     125.00000        3750.00
  PLAIN RIPRAP                            |                            |                            |
0770 610.18                   29.000  M3  |      79.00000       2291.00|      75.00000       2175.00|     125.00000        3625.00
  STONE DITCH PROTECTION                  |                            |                            |
0780 613.319                 370.000  M2  |       2.40000        888.00|       3.00000       1110.00|       6.00000        2220.00
  EROSION CONTROL BLANKET                 |                            |                            |
0790 615.07                  725.000  M3  |      50.00000      36250.00|      50.00000      36250.00|      32.00000       23200.00
  LOAM                                    |                            |                            |
0800 618.1301                 42.000  UN  |      45.00000       1890.00|      15.00000        630.00|      15.00000         630.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0810 618.1401                 10.000  UN  |      45.00000        450.00|      15.00000        150.00|      15.00000         150.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0820 618.1411                 55.000  UN  |      45.00000       2475.00|      28.00000       1540.00|      28.00000        1540.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0830 618.15                   37.000  KG  |      20.00000        740.00|       3.00000        111.00|       3.00000         111.00
  TEMPORARY SEEDING                       |                            |                            |
0840 619.1201                105.000  UN  |      25.00000       2625.00|       7.45000        782.25|       8.00000         840.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0850 620.58                  160.000  M2  |       2.00000        320.00|       5.00000        800.00|       6.00000         960.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0860 621.037                   9.000  EA  |     160.00000       1440.00|     150.00000       1350.00|     143.00000        1287.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0870 621.201                  20.000  EA  |     330.00000       6600.00|     300.00000       6000.00|     293.00000        5860.00
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0880 621.273                  20.000  EA  |     319.00000       6380.00|     310.00000       6200.00|     308.00000        6160.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0890 621.498                   8.000  EA  |      66.00000        528.00|      70.00000        560.00|      67.00000         536.00
  BROADLEAF EVERGREENS (750 MM - 900 MM)  |                            |                            |
  GROUP A                                 |                            |                            |
0900 621.54                   30.000  EA  |      44.00000       1320.00|      35.00000       1050.00|      32.00000         960.00
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 6
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0910 621.552                  75.000  EA  |      61.00000       4575.00|      60.00000       4500.00|      57.00000        4275.00
  DECIDUOUS SHRUBS (900 MM - 1200 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0920 621.80                           LUMP|    4950.00000       4950.00|    1000.00000       1000.00|     960.00000         960.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0930 626.21                   16.000  M   |      54.00000        864.00|      50.00000        800.00|      50.00000         800.00
  METALLIC CONDUIT                        |                            |                            |
0940 626.22                   83.000  M   |     126.00000      10458.00|     115.00000       9545.00|     115.00000        9545.00
  NON-METALLIC CONDUIT                    |                            |                            |
0950 626.32                    1.000  EA  |     770.00000        770.00|     700.00000        700.00|     700.00000         700.00
  600 MM FOUNDATION                       |                            |                            |
0960 626.33                    4.000  EA  |    4200.00000      16800.00|     950.00000       3800.00|     950.00000        3800.00
  750 MM FOUNDATION                       |                            |                            |
0970 627.711                5600.000  M   |       0.55000       3080.00|       0.50000       2800.00|       0.50000        2800.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0980 627.75                   63.000  M2  |      15.40000        970.20|      14.00000        882.00|      14.00000         882.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0990 627.76                           LUMP|     750.50000        750.50|    2520.00000       2520.00|    2500.00000        2500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
1000 627.77                  700.000  M2  |      15.40000      10780.00|      14.00000       9800.00|      14.00000        9800.00
  REMOVING PAVEMENT MARKINGS              |                            |                            |
1010 629.05                   40.000  HR  |      30.00000       1200.00|      25.00000       1000.00|      23.00000         920.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1020 631.10                   10.000  HR  |      40.00000        400.00|      25.00000        250.00|      35.00000         350.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
1030 631.11                   10.000  HR  |      40.00000        400.00|      35.00000        350.00|      24.00000         240.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
1040 631.12                   20.000  HR  |     125.00000       2500.00|      80.00000       1600.00|      75.00000        1500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1050 631.172                  10.000  HR  |      60.00000        600.00|      47.00000        470.00|      50.00000         500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1060 631.18                   10.000  HR  |      35.00000        350.00|      36.00000        360.00|      40.00000         400.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1070 631.20                   10.000  HR  |     150.00000       1500.00|      54.00000        540.00|     125.00000        1250.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1080 631.22                   10.000  HR  |      90.00000        900.00|      75.00000        750.00|      55.00000         550.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 7
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1090 631.32                   10.000  HR  |     275.00000       2750.00|     150.00000       1500.00|     115.00000        1150.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1100 635.31                   91.000  M2  |     345.00000      31395.00|     350.00000      31850.00|     335.00000       30485.00
  PREFABRICATED CONCRETE BLOCK GRAVITY    |                            |                            |
  WALL                                    |                            |                            |
1110 636.30                 1160.000  M2  |     200.00000     232000.00|     280.00000     324800.00|     450.00000      522000.00
  M.S.E. RETAINING WALL                   |                            |                            |
1120 637.071                          LUMP|   15000.00000      15000.00|   20000.00000      20000.00|    2500.00000        2500.00
  DUST CONTROL                            |                            |                            |
1130 639.18                    2.000  EA  |   15000.00000      30000.00|   10000.00000      20000.00|   10000.00000       20000.00
  FIELD OFFICE TYPE A                     |                            |                            |
1140 642.15                    6.000  EA  |     900.00000       5400.00|    1800.00000      10800.00|     500.00000        3000.00
  PRECAST CONCRETE STEPS                  |                            |                            |
1150 642.181                   1.000  EA  |    1500.00000       1500.00|    2000.00000       2000.00|    6000.00000        6000.00
  REMOVE AND RESET GRANITE STEPS          |                            |                            |
1160 643.80                           LUMP|   32000.00000      32000.00|   30000.00000      30000.00|   30000.00000       30000.00
  TRAFFIC SIGNALS AT                      |                            |                            |
1170 643.86                    9.000  EA  |    1000.00000       9000.00|     900.00000       8100.00|     900.00000        8100.00
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
1180 643.91                    4.000  EA  |    3500.00000      14000.00|    3200.00000      12800.00|     320.00000        1280.00
  MAST ARM POLE                           |                            |                            |
1190 643.92                    1.000  EA  |     800.00000        800.00|     750.00000        750.00|     750.00000         750.00
  PEDESTAL POLE                           |                            |                            |
1200 652.31                   30.000  EA  |      65.00000       1950.00|      50.00000       1500.00|      75.00000        2250.00
  TYPE I BARRICADE                        |                            |                            |
1210 652.311                  15.000  EA  |      85.00000       1275.00|      50.00000        750.00|      75.00000        1125.00
  TYPE II BARRICADE                       |                            |                            |
1220 652.33                  100.000  EA  |      60.00000       6000.00|      55.00000       5500.00|      75.00000        7500.00
  DRUM                                    |                            |                            |
1230 652.34                  100.000  EA  |      30.00000       3000.00|      20.00000       2000.00|      25.00000        2500.00
  CONE                                    |                            |                            |
1240 652.35                   35.000  M2  |     270.00000       9450.00|     105.00000       3675.00|     200.00000        7000.00
  CONSTRUCTION SIGNS                      |                            |                            |
1250 652.361                 530.000  LS  |   60000.00000      60000.00|   55000.00000      55000.00|   75000.00000       75000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1260 652.38                 4500.000  HR  |      20.00000      90000.00|      15.00000      67500.00|      21.00000       94500.00
  FLAGGER                                 |                            |                            |
1270 652.381                 100.000  HR  |      60.00000       6000.00|      75.00000       7500.00|      44.00000        4400.00
  UNIFORM TRAFFIC OFFICERS                |                            |                            |
1280 656.75                           LUMP|   45000.00000      45000.00|   10000.00000      10000.00|   15000.00000       15000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 8
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1290 658.20                   26.000  M2  |      18.15000        471.90|      17.00000        442.00|      17.00000         442.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1300 659.10                           LUMP|  755000.00000     755000.00|  550000.00000     550000.00|  535000.00000      535000.00
  MOBILIZATION                            |                            |                            |
1310 660.21                 5000.000  HR  |       5.00000      25000.00|       0.01000         50.00|       0.01000          50.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1311 403.210                  55.000  MG  |     100.00000       5500.00|     100.00000       5500.00|     100.00000        5500.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
1312 508.14                  400.000  LS  |   17300.00000      17300.00|   15000.00000      15000.00|   15000.00000       15000.00
  HIGH PERFORMANCE WATERPROOFING MEMBRANE |                            |                            |
     SECTION TOTALS                       |             $  5,168,717.06|             $  5,216,998.95|              $  6,449,670.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SEWER ITEMS - RELOCATION (A)
                                          |                            |                            |
1320 304.10                   40.000  M3  |      26.00000       1040.00|      60.00000       2400.00|      30.00000        1200.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1330 615.07                   43.000  M3  |      45.60000       1960.80|      70.00000       3010.00|      60.00000        2580.00
  LOAM                                    |                            |                            |
1340 618.1301                 13.000  UN  |      40.00000        520.00|      20.00000        260.00|      20.00000         260.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
1350 801.18                  141.000  M   |     192.00000      27072.00|     250.00000      35250.00|     200.00000       28200.00
  300 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
1360 801.195                  37.000  M   |     415.50000      15373.50|    1000.00000      37000.00|     750.00000       27750.00
  500 MM HDPE SANITARY SEWER              |                            |                            |
1370 803.01                    3.000  EA  |     200.00000        600.00|     400.00000       1200.00|     450.00000        1350.00
  TEST PITS                               |                            |                            |
1380 803.135                  16.000  M   |     128.00000       2048.00|     150.00000       2400.00|     200.00000        3200.00
  150MM SERVICE  LATERAL                  |                            |                            |
1390 803.173                   5.000  EA  |    4000.00000      20000.00|    3500.00000      17500.00|    3000.00000       15000.00
  SEWER MANHOLE - 1.2M DIAMETER           |                            |                            |
1400 825.30                   15.000  M3  |     100.00000       1500.00|     150.00000       2250.00|     200.00000        3000.00
  ROCK EXCAVATION FOR SANITARY SEWER      |                            |                            |
1410 825.46                    1.000  EA  |     750.00000        750.00|     750.00000        750.00|    1500.00000        1500.00
  CORE & BOOT                             |                            |                            |
1420 827.302                  15.000  M3  |      55.00000        825.00|      50.00000        750.00|     150.00000        2250.00
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                            |                            |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                            |                            |
1430 890.01                           LUMP|   10000.00000      10000.00|   40000.00000      40000.00|   15000.00000       15000.00
  SPECIAL WORK #1 - SITE PREPARATION      |                            |                            |
     SECTION TOTALS                       |             $     81,689.30|             $    142,770.00|              $    101,290.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   SEWER ITEMS - REPLACEMENT (B)
                                          |                            |                            |
     LETTING DATE : 04/16/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/17/03
                                                                                                                   PAGE : 9
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000164            |(   3  ) 000032
                                          |SHAW BROTHERS CONSTRUCTION, |C P M CONSTRUCTORS          |REED & REED INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1440 304.10                   40.000  M3  |      26.00000       1040.00|      60.00000       2400.00|      30.00000        1200.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1450 615.07                   15.000  M3  |      46.00000        690.00|      70.00000       1050.00|      60.00000         900.00
  LOAM                                    |                            |                            |
1460 618.1301                  2.000  UN  |      40.00000         80.00|      15.00000         30.00|      20.00000          40.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
1470 801.17                  157.000  M   |     192.00000      30144.00|     250.00000      39250.00|     175.00000       27475.00
  200 MM PVC SANITARY SEWER (SDR-35)      |                            |                            |
1480 801.175                 294.000  M   |     192.00000      56448.00|     260.00000      76440.00|     190.00000       55860.00
  250 MM PVC SANITARY SEWER               |                            |                            |
1490 803.01                    2.000  EA  |     350.00000        700.00|     400.00000        800.00|     450.00000         900.00
  TEST PITS                               |                            |                            |
1500 803.135                 272.000  M   |     158.00000      42976.00|     150.00000      40800.00|     200.00000       54400.00
  150MM SERVICE  LATERAL                  |                            |                            |
1510 803.173                   8.000  EA  |    3500.00000      28000.00|    3500.00000      28000.00|    3000.00000       24000.00
  SEWER MANHOLE - 1.2M DIAMETER           |                            |                            |
1520 825.30                   15.000  M3  |     100.00000       1500.00|     150.00000       2250.00|     200.00000        3000.00
  ROCK EXCAVATION FOR SANITARY SEWER      |                            |                            |
1530 827.302                  15.000  M3  |      55.00000        825.00|      50.00000        750.00|     150.00000        2250.00
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                            |                            |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                            |                            |
1540 890.01                           LUMP|   25000.00000      25000.00|   50000.00000      50000.00|   25000.00000       25000.00
  SPECIAL WORK #1 - SITE PREPARATION      |                            |                            |
     SECTION TOTALS                       |             $    187,403.00|             $    241,770.00|              $    195,025.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   UTILITY ITEM - VERIZON
                                          |                            |                            |
1550 845.10                           LUMP|    6150.00000       6150.00|   25000.00000      25000.00|   20000.00000       20000.00
  STRUCTURAL STEEL UTILITY SUPPORT        |                            |                            |
     SECTION TOTALS                       |             $      6,150.00|             $     25,000.00|              $     20,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  5,443,959.36|             $  5,626,538.95|              $  6,765,985.00
====================================================================================================================================