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     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 1
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30                                     COMPLETION DATE : 06/17/06
                                                           =========
   PROJECT(S):  STP-7492(30)X           LOCATION(S): BIDDEFORD                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BIDDEFORD, INTERSECTION IMPROVEMENTS                                          NOTARY PUBLIC
 THE BASIS OF AWARD WILL BE ON SECTION 001
 --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $  3,494,536.52     100.0000%
====================================================================================================================================
                                          |(   1  ) 000116             |(      )                    |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    2.000  EA  |     900.00000       1800.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    2.000  EA  |     250.00000        500.00|                            |
  REMOVING STUMP                          |                            |                            |
0030 202.08                           LUMP|    7500.00000       7500.00|                            |
  REMOVING BUILDING NO.: 1                |                            |                            |
0040 202.11                 3420.000  M2  |       5.00000      17100.00|                            |
  REMOVING PORTLAND CEMENT CONCRETE       |                            |                            |
  PAVEMENT                                |                            |                            |
0050 202.15                   15.000  EA  |     750.00000      11250.00|                            |
  REMOVING MANHOLE OR CATCH BASIN         |                            |                            |
0060 202.203                2250.000  M2  |      14.71000      33097.50|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0070 203.20                 6441.000  M3  |      10.00000      64410.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0080 203.2312                         LUMP|    2000.00000       2000.00|                            |
  HEALTH AND SAFETY PLAN                  |                            |                            |
0090 203.2333                 50.000  MG  |     150.00000       7500.00|                            |
  DISPOSAL OF SPECIAL EXCAVATION          |                            |                            |
0100 304.09                 1500.000  M3  |      30.00000      45000.00|                            |
  AGGREGATE BASE COURSE - CRUSHED         |                            |                            |
0110 304.10                 4450.000  M3  |      16.00000      71200.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0120 403.207                 250.000  MG  |      72.83000      18207.50|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 2
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 403.2071               1525.000  MG  |      88.01000     134215.25|                            |
  19 MM POLYMER MODIFIED HMA              |                            |                            |
0140 403.208                 175.000  MG  |      86.85000      15198.75|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0150 403.2081                605.000  MG  |      83.05000      50245.25|                            |
  12.5 MM POLYMER MODIFIED HMA            |                            |                            |
0160 403.209                 770.000  MG  |     121.25000      93362.50|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0170 403.211                 150.000  MG  |      67.10000      10065.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 403.2131               1200.000  MG  |      85.88000     103056.00|                            |
  12.5 MM POLYMER MODIFIED HMA            |                            |                            |
0190 404.40                  810.000  MG  |     134.46000     108912.60|                            |
  STONE MATRIX ASPHALT PAVEMENT, 12.5MM,  |                            |                            |
  SURFACE                                 |                            |                            |
0200 409.15                  130.000  L   |       2.64000        343.20|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0210 603.159                  19.500  M   |     180.00000       3510.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.169                 365.400  M   |     286.00000     104504.40|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.179                  29.000  M   |     420.00000      12180.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.199                  17.500  M   |     660.00000      11550.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0250 604.072                  23.000  EA  |    3300.00000      75900.00|                            |
  CATCH BASIN TYPE A1-C                   |                            |                            |
0260 604.092                  12.200  EA  |    3800.00000      46360.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0270 604.15                    2.200  EA  |    3500.00000       7700.00|                            |
  MANHOLE                                 |                            |                            |
0280 604.153                   4.000  EA  |    6000.00000      24000.00|                            |
  1500 MM MANHOLE                         |                            |                            |
0290 604.18                    5.000  EA  |     500.00000       2500.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0300 604.182                   5.000  EA  |     500.00000       2500.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0310 604.2401                  1.200  EA  |    3500.00000       4200.00|                            |
  BEHIND CURB CATCH BASIN WITH INLET      |                            |                            |
  GUTTER PLATE                            |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 3
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.248                   1.200  EA  |    2600.00000       3120.00|                            |
  CATCH BASIN TYPE F6                     |                            |                            |
0330 605.12                  250.000  M   |     200.00000      50000.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0340 605.13                   68.000  M   |     300.00000      20400.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0350 606.369                  25.000  M   |      30.00000        750.00|                            |
  GUARDRAIL REMOVED AND STACKED           |                            |                            |
0360 607.45                   20.000  M   |     150.00000       3000.00|                            |
  STOCKADE FENCE -1.8 M                   |                            |                            |
0370 608.07                   50.000  M2  |     100.00000       5000.00|                            |
  PLAIN CONCRETE SIDEWALK                 |                            |                            |
0380 608.253                  23.000  M2  |      50.00000       1150.00|                            |
  MASONRY PAVER WITH TRUNCATED DOME       |                            |                            |
0390 609.11                  670.000  M   |      85.00000      56950.00|                            |
  VERTICAL CURB TYPE 1                    |                            |                            |
0400 609.111                  31.000  M   |     550.00000      17050.00|                            |
  SPECIAL GRANITE CURB - 600 MM           |                            |                            |
0410 609.12                   90.000  M   |     164.00000      14760.00|                            |
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0420 609.234                  14.000  EA  |     200.00000       2800.00|                            |
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0430 609.237                  42.000  EA  |     325.00000      13650.00|                            |
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0440 609.31                  310.000  M   |      16.40000       5084.00|                            |
  CURB TYPE 3                             |                            |                            |
0450 609.34                  495.000  M   |      90.00000      44550.00|                            |
  CURB TYPE 5                             |                            |                            |
0460 609.35                   53.000  M   |     250.00000      13250.00|                            |
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0470 609.38                   49.000  M   |      60.00000       2940.00|                            |
  RESET CURB TYPE 1                       |                            |                            |
0480 612.06                 1225.000  M2  |       4.00000       4900.00|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0490 615.07                  170.000  M3  |     100.00000      17000.00|                            |
  LOAM                                    |                            |                            |
0500 618.1301                 15.000  UN  |     100.00000       1500.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0510 618.15                    6.000  KG  |      10.00000         60.00|                            |
  TEMPORARY SEEDING                       |                            |                            |
0520 619.1201                 20.500  UN  |      25.00000        512.50|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 4
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0530 621.101                 450.000  EA  |       3.00000       1350.00|                            |
  PLUG/ STARTER PLANT 5.5 cm peat pots    |                            |                            |
0540 621.202                   9.000  EA  |     360.00000       3240.00|                            |
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP B                        |                            |                            |
0550 621.273                   1.000  EA  |     390.00000        390.00|                            |
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0560 621.409                  15.000  EA  |      90.00000       1350.00|                            |
  DWARF EVERGREENS (750 MM - 900 MM)      |                            |                            |
  GROUP C                                 |                            |                            |
0570 621.531                  90.000  EA  |      33.00000       2970.00|                            |
  DECIDUOUS SHRUBS (300 MM - 450 MM       |                            |                            |
  CALIBER) GROUP A                        |                            |                            |
0580 621.54                   63.000  EA  |      38.00000       2394.00|                            |
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0590 621.546                   7.000  EA  |      46.00000        322.00|                            |
  DECIDUOUS SHRUBS (600 MM - 900 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0600 621.71                   60.000  EA  |      15.00000        900.00|                            |
  HERBACEOUS PERENNIALS GROUP A           |                            |                            |
0610 621.80                           LUMP|    2300.00000       2300.00|                            |
  ESTABLISHMENT PERIOD                    |                            |                            |
0620 626.21                   14.000  M   |      66.00000        924.00|                            |
  METALLIC CONDUIT                        |                            |                            |
0630 626.22                  235.000  M   |      33.00000       7755.00|                            |
  NON-METALLIC CONDUIT                    |                            |                            |
0640 626.32                    1.000  EA  |    1100.00000       1100.00|                            |
  600 MM FOUNDATION                       |                            |                            |
0650 626.33                    6.000  EA  |    1300.00000       7800.00|                            |
  750 MM FOUNDATION                       |                            |                            |
0660 626.331                   1.000  EA  |    1650.00000       1650.00|                            |
  900 MM FOUNDATION                       |                            |                            |
0670 626.35                    1.000  EA  |     715.00000        715.00|                            |
  CONTROLLER CABINET FOUNDATION           |                            |                            |
0680 627.711                3625.000  M   |       0.80000       2900.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0690 627.75                  145.000  M2  |      16.00000       2320.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 5
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 627.76                           LUMP|    5000.00000       5000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0710 627.77                  710.000  M2  |      14.00000       9940.00|                            |
  REMOVING PAVEMENT MARKINGS              |                            |                            |
0720 629.05                   60.000  HR  |      40.00000       2400.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0730 631.10                   10.000  HR  |      75.00000        750.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0740 631.11                   10.000  HR  |      50.00000        500.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0750 631.12                   20.000  HR  |     105.00000       2100.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0760 631.172                  10.000  HR  |      55.00000        550.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0770 631.18                   10.000  HR  |      50.00000        500.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0780 631.20                   10.000  HR  |      50.00000        500.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0790 631.22                   18.000  HR  |      90.00000       1620.00|                            |
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0800 631.32                   10.000  HR  |     200.00000       2000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0810 634.208                   5.000  EA  |    1320.00000       6600.00|                            |
  REMOVE AND RESET  LIGHT STANDARDS       |                            |                            |
0820 637.071                          LUMP|   20000.00000      20000.00|                            |
  DUST CONTROL                            |                            |                            |
0830 639.18                    1.000  EA  |   15000.00000      15000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0840 642.12                    1.000  EA  |    1000.00000       1000.00|                            |
  WOODEN STEPS                            |                            |                            |
0850 643.72                           LUMP|    6050.00000       6050.00|                            |
  TEMPORARY TRAFFIC SIGNAL us.rte.1 w/    |                            |                            |
  rte.111 / west st. / access             |                            |                            |
0860 643.80                           LUMP|   70500.00000      70500.00|                            |
  TRAFFIC SIGNALS AT us. rte.1 w/ rte.111 |                            |                            |
  / west st. / access                     |                            |                            |
0870 643.91                    8.000  EA  |    4900.00000      39200.00|                            |
  MAST ARM POLE                           |                            |                            |
0880 643.92                    1.000  EA  |     700.00000        700.00|                            |
  PEDESTAL POLE                           |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 6
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 645.103                  10.000  EA  |      27.50000        275.00|                            |
  DEMOUNT GUIDE SIGN                      |                            |                            |
0900 645.106                  20.000  EA  |      27.50000        550.00|                            |
  DEMOUNT REGULATORY, WARNING,            |                            |                            |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                            |                            |
  SIGN                                    |                            |                            |
0910 645.108                  30.000  EA  |      27.50000        825.00|                            |
  DEMOUNT POLE                            |                            |                            |
0920 645.113                   7.000  EA  |     165.00000       1155.00|                            |
  REINSTALL GUIDE SIGN                    |                            |                            |
0930 645.116                  13.000  EA  |     165.00000       2145.00|                            |
  REINSTALL REGULATORY, WARNING,          |                            |                            |
  CONFIRMATION AND ROUTE MARKER ASSEMBLY  |                            |                            |
  SIGN                                    |                            |                            |
0940 645.118                  20.000  EA  |      80.00000       1600.00|                            |
  REINSTALL POLE                          |                            |                            |
0950 645.121                   3.000  EA  |    9300.00000      27900.00|                            |
  OVERHEAD LANE USE SIGN ASSEMBLY         |                            |                            |
0960 645.292                   1.000  M2  |     275.00000        275.00|                            |
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                            |                            |
0970 652.31                   30.000  EA  |      50.00000       1500.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0980 652.311                  15.000  EA  |      50.00000        750.00|                            |
  TYPE II BARRICADE                       |                            |                            |
0990 652.33                  100.000  EA  |     100.00000      10000.00|                            |
  DRUM                                    |                            |                            |
1000 652.34                  100.000  EA  |      20.00000       2000.00|                            |
  CONE                                    |                            |                            |
1010 652.35                  100.000  M2  |     350.00000      35000.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
1020 652.361                 150.000  LS  |  300000.00000     300000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1030 652.38                 3025.000  HR  |      25.00000      75625.00|                            |
  FLAGGER                                 |                            |                            |
1040 652.381                 900.000  HR  |      42.00000      37800.00|                            |
  UNIFORM TRAFFIC OFFICERS                |                            |                            |
1050 652.41                    4.000  EA  |   15000.00000      60000.00|                            |
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
1060 656.75                           LUMP|    2000.00000       2000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 7
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1070 658.20                  320.000  M2  |      10.50000       3360.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1080 659.10                           LUMP|  484197.63000     484197.63|                            |
  MOBILIZATION                            |                            |                            |
1090 660.21                 1000.000  HR  |       5.00000       5000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1100 841.48                    4.000  EA  |     750.00000       3000.00|                            |
  BOLLARDS AT MCDONALDS GAS TANKS         |                            |                            |
     SECTION TOTALS                       |             $  2,648,542.08|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   SEWER ITEMS - CONTRACT "A"
                                          |                            |                            |
1110 304.10                   15.000  M3  |      25.00000        375.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL #19   |                            |                            |
1120 603.14                   10.000  M   |     240.00000       2400.00|                            |
  250 MM CULVERT PIPE OPTION 1 #11B       |                            |                            |
1130 603.15                   30.000  M   |     242.00000       7260.00|                            |
  300  MM CULVERT PIPE OPTION I #11A      |                            |                            |
1140 603.16                   71.500  M   |     212.00000      15158.00|                            |
  375 MM CULVERT PIPE OPTION I #10        |                            |                            |
1150 604.072                   6.000  EA  |    3300.00000      19800.00|                            |
  CATCH BASIN TYPE A1-C #13               |                            |                            |
1160 604.15                    1.000  EA  |    4400.00000       4400.00|                            |
  MANHOLE #12                             |                            |                            |
1170 615.07                    9.500  M3  |      10.00000         95.00|                            |
  LOAM #16                                |                            |                            |
1180 618.1301                  1.000  UN  |      25.00000         25.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
  #17                                     |                            |                            |
1190 652.361                  40.000  LS  |   75000.00000      75000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
  #20                                     |                            |                            |
1200 801.17                   32.500  M   |     254.00000       8255.00|                            |
  200 MM PVC SANITARY SEWER (SDR-35) #7   |                            |                            |
1210 801.175                   9.000  M   |     415.00000       3735.00|                            |
  250 MM PVC SANITARY SEWER #6            |                            |                            |
1220 801.18                   68.500  M   |     402.00000      27537.00|                            |
  300 MM PVC SANITARY SEWER (SDR-35) #5   |                            |                            |
1230 801.19                  287.000  M   |     440.00000     126280.00|                            |
  375 MM PVC SANITARY SEWER (SDR-35) #4   |                            |                            |
1240 801.194                 514.500  M   |     395.00000     203227.50|                            |
  450 MM PVC SANITARY SEWER (SDR-35) #3   |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 8
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1250 803.01                    5.000  EA  |    1380.00000       6900.00|                            |
  TEST PITS #1                            |                            |                            |
1260 803.135                 236.500  M   |     335.00000      79227.50|                            |
  150MM SERVICE  LATERAL #8               |                            |                            |
1270 803.173                  16.000  EA  |    5180.00000      82880.00|                            |
  SEWER MANHOLE - 1.2M DIAMETER #9A       |                            |                            |
1280 803.1732                  1.000  EA  |   16877.00000      16877.00|                            |
  SEWER MANHOLE - 1.8 M DIAMETER #9B      |                            |                            |
1290 825.30                   15.000  M3  |     200.00000       3000.00|                            |
  ROCK EXCAVATION FOR SANITARY SEWER #18  |                            |                            |
1300 825.342                   8.000  M   |     100.00000        800.00|                            |
  SEWER CONNECTION #15                    |                            |                            |
1310 825.46                    2.000  EA  |     750.00000       1500.00|                            |
  CORE & BOOT #21                         |                            |                            |
1320 827.302                  20.000  M3  |      26.00000        520.00|                            |
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                            |                            |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                            |                            |
  #14                                     |                            |                            |
1330 890.01                           LUMP|   10000.00000      10000.00|                            |
  SPECIAL WORK #1 #2 - SITE PREPARATION   |                            |                            |
     SECTION TOTALS                       |             $    695,252.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   STORM DRAIN ITEMS - CONTRACT "B''
                                          |                            |                            |
1340 304.08                   19.000  M3  |      20.00000        380.00|                            |
  AGGREGATE BASE COURSE - SCREENED #13    |                            |                            |
1350 304.10                   88.000  M3  |      15.00000       1320.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL -     |                            |                            |
  ADDITIONAL GRAVEL  #12                  |                            |                            |
1360 304.10                   15.000  M3  |      15.00000        225.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL -     |                            |                            |
  BANK RUN GRAVEL  #19                    |                            |                            |
1370 403.207                  54.500  MG  |      72.83000       3969.24|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX     |                            |                            |
  SIZE #14                                |                            |                            |
1380 403.208                  36.000  MG  |      86.85000       3126.60|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE #15    |                            |                            |
1390 603.21                  125.000  M   |     370.00000      46250.00|                            |
  900 MM CULVERT PIPE OPTION I #3         |                            |                            |
1400 604.076                   1.000  EA  |    5000.00000       5000.00|                            |
  1500 MM CATCH BASIN TYPE A1-C #5        |                            |                            |
     LETTING DATE : 12/29/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/29/04
                                                                                                                   PAGE : 9
     COUNTIE(S): YORK                                   TABULATION OF BIDS
                                            CONTRACT ID : 007492.30
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(       )                   |(      )
                                          |SHAW BROTHERS CONSTRUCTION, |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1410 604.154                   2.000  EA  |   20400.00000      40800.00|                            |
  1800 MM MANHOLE #4                      |                            |                            |
1420 609.31                   44.000  M   |      16.40000        721.60|                            |
  CURB TYPE 3 #16                         |                            |                            |
1430 615.07                   19.000  M3  |     100.00000       1900.00|                            |
  LOAM #9                                 |                            |                            |
1440 618.1301                  2.000  UN  |     300.00000        600.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
  #10                                     |                            |                            |
1450 637.071                          LUMP|    2000.00000       2000.00|                            |
  DUST CONTROL #8                         |                            |                            |
1460 652.361                  50.000  LS  |   10000.00000      10000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
  #7                                      |                            |                            |
1470 803.01                    2.000  EA  |    1380.00000       2760.00|                            |
  TEST PITS #1                            |                            |                            |
1480 803.135                  18.500  M   |     300.00000       5550.00|                            |
  150MM SERVICE  LATERAL #6               |                            |                            |
1490 825.30                   15.000  M3  |     200.00000       3000.00|                            |
  ROCK EXCAVATION FOR SANITARY SEWER #18  |                            |                            |
1500 825.343                  27.500  M   |     100.00000       2750.00|                            |
  WATER SERVICE RELOCATION #17            |                            |                            |
1510 827.302                  15.000  M3  |      26.00000        390.00|                            |
  UNSUITABLE MATERIAL EXCAVATION BELOW    |                            |                            |
  TRENCH GRADE - GRAVEL BEDDING MATERIAL  |                            |                            |
  #11                                     |                            |                            |
1520 890.01                           LUMP|   20000.00000      20000.00|                            |
  SPECIAL WORK #1 - SITE PREPARATION  #2  |                            |                            |
     SECTION TOTALS                       |             $    150,742.44|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,494,536.52|             $              |              $
====================================================================================================================================