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     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01                                     COMPLETION DATE : 06/30/07
                                                           =========
   PROJECT(S):  NH-8871(01)X            LOCATION(S): GRAY                           MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
   BASIS OF AWARD IS ON SECTION 001 & 002, OR SECTION 001 & 003                  TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  NEW HIGHWAY CONNECTOR, HIGHWAY IMPROVEMENTS, WITH BRIDGE                      NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000116         SHAW BROTHERS CONSTRUCTION, INC.                                       $  7,317,673.15     100.0000%
   2   000292         A H GROVER INC.                                                        $  7,335,139.41     100.2387%
   3   000649         SARGENT CORPORATION                                                    $  7,494,369.15     102.4146%
====================================================================================================================================
                                          |(   1  ) 000116             |(   2  ) 000292             |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    4.470  AC  |    8500.00000      37995.00|    5900.00000      26373.00|   10000.00000       44700.00
  CLEARING                                |                            |                            |
0020 201.23                   19.000  EA  |    1000.00000      19000.00|     500.00000       9500.00|     830.00000       15770.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   19.000  EA  |     300.00000       5700.00|     150.00000       2850.00|     350.00000        6650.00
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|   10000.00000      10000.00|    9500.00000       9500.00|   24000.00000       24000.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 202.19                   52.000  LS  |   20000.00000      20000.00|  175000.00000     175000.00|   10000.00000       10000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0060 202.202                1050.000  SY  |       2.00000       2100.00|       2.00000       2100.00|       3.00000        3150.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0070 202.203                 925.000  SY  |      14.25000      13181.25|      14.25000      13181.25|      15.00000       13875.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0080 203.20               158400.000  CY  |       4.75000     752400.00|       5.80000     918720.00|       5.00000      792000.00
  COMMON EXCAVATION                       |                            |                            |
0090 203.2318                  5.000  T   |     750.00000       3750.00|     200.00000       1000.00|     120.00000         600.00
  DISPOSAL OF SPECIAL WASTE               |                            |                            |
0100 203.24                44000.000  CY  |       8.50000     374000.00|       7.20000     316800.00|       8.00000      352000.00
  COMMON BORROW                           |                            |                            |
0110 203.25                 1676.000  CY  |      10.00000      16760.00|      10.00000      16760.00|      10.00000       16760.00
  GRANULAR BORROW                         |                            |                            |
0120 206.061                  33.000  CY  |      25.00000        825.00|      12.00000        396.00|      28.00000         924.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 206.082                 223.000  CY  |      80.00000      17840.00|      30.00000       6690.00|      24.00000        5352.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0140 206.10                  317.000  CY  |      80.00000      25360.00|      15.00000       4755.00|      40.00000       12680.00
  STRUCTURAL EARTH EXCAVATION - PIERS     |                            |                            |
0150 403.1021               2980.000  SF  |       4.65000      13857.00|       4.65000      13857.00|       5.00000       14900.00
  TEXTURED ASPHALT PAVEMENT               |                            |                            |
0160 403.208                5685.000  T   |      51.50000     292777.50|      51.50000     292777.50|      56.00000      318360.00
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0170 403.209                 215.000  T   |     125.00000      26875.00|     125.00000      26875.00|     137.00000       29455.00
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0180 403.210                  41.000  T   |     150.00000       6150.00|     150.00000       6150.00|     165.00000        6765.00
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0190 403.211                  82.000  T   |      85.00000       6970.00|      85.00000       6970.00|      93.00000        7626.00
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0200 403.213                5675.000  T   |      51.50000     292262.50|      51.50000     292262.50|      56.00000      317800.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0210 409.15                 4500.000  G   |       7.00000      31500.00|       7.00000      31500.00|       7.00000       31500.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0220 501.48                 3115.000  LF  |      26.00000      80990.00|      50.00000     155750.00|      38.50000      119927.50
  STEEL H-BEAM PILES 74 LBS/FT, DELIVERED |                            |                            |
0230 501.481                3115.000  LF  |       7.00000      21805.00|       6.00000      18690.00|      13.20000       41118.00
  STEEL H-BEAM PILES 74 LBS/FT, IN PLACE  |                            |                            |
0240 501.90                   35.000  EA  |     150.00000       5250.00|     200.00000       7000.00|     132.00000        4620.00
  PILE TIPS                               |                            |                            |
0250 501.91                   12.000  EA  |     500.00000       6000.00|     500.00000       6000.00|     275.00000        3300.00
  PILE SPLICES                            |                            |                            |
0260 501.92                           LUMP|   70000.00000      70000.00|   75000.00000      75000.00|   27500.00000       27500.00
  PILE DRIVING EQUIPMENT MOBILIZATION     |                            |                            |
0270 502.219                  91.000  LS  |   95000.00000      95000.00|   90000.00000      90000.00|   90000.00000       90000.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0280 502.239                 140.000  LS  |  230000.00000     230000.00|  140000.00000     140000.00|  110000.00000      110000.00
  STRUCTURAL CONCRETE PIERS               |                            |                            |
0290 502.263                 138.000  LS  |  100000.00000     100000.00|  115000.00000     115000.00|  135300.00000      135300.00
  STRUCTURAL CONCRETE ROADWAY AND END     |                            |                            |
  POSTS ON STEEL BRIDGES                  |                            |                            |
0300 502.264                  25.000  LS  |   30000.00000      30000.00|   50000.00000      50000.00|   23200.00000       23200.00
  STRUCTURAL CONCRETE PARAPETS            |                            |                            |
0310 503.12                10400.000  LB  |       0.50000       5200.00|       0.50000       5200.00|       0.75000        7800.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 3
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 503.13                10400.000  LB  |       0.60000       6240.00|       1.00000      10400.00|       1.10000       11440.00
  REINFORCING STEEL, PLACING              |                            |                            |
0330 503.14                51200.000  LB  |       0.55000      28160.00|       0.60000      30720.00|       0.66000       33792.00
  EPOXY COATED REINFORCING STEEL,         |                            |                            |
  FABRICATED AND DELIVERED                |                            |                            |
0340 503.15                51200.000  LB  |       0.50000      25600.00|       0.40000      20480.00|       0.44000       22528.00
  EPOXY COATED REINFORCING STEEL PLACING  |                            |                            |
0350 503.17                  970.000  EA  |      35.00000      33950.00|      30.00000      29100.00|      38.50000       37345.00
  MECHANICAL WELDED SPLICE                |                            |                            |
0360 504.70               107000.000  LS  |  115000.00000     115000.00|  120000.00000     120000.00|  140250.00000      140250.00
  STRUCTURAL STEEL FABRICATED AND         |                            |                            |
  DELIVERED                               |                            |                            |
0370 504.71               107000.000  LS  |   30000.00000      30000.00|   75000.00000      75000.00|   34400.00000       34400.00
  STRUCTURAL STEEL ERECTION               |                            |                            |
0380 505.08                 1040.000  LS  |    3500.00000       3500.00|    3000.00000       3000.00|    5500.00000        5500.00
  SHEAR CONNECTORS                        |                            |                            |
0390 506.01                           LUMP|   38000.00000      38000.00|   30000.00000      30000.00|   24000.00000       24000.00
  PAINTING STRUCTURAL STEEL               |                            |                            |
0400 507.0850                 75.000  LF  |      80.00000       6000.00|      70.00000       5250.00|     110.00000        8250.00
  BARRIER - MOUNTED ALUMINUM BRIDGE RAIL  |                            |                            |
  - 2 BAR                                 |                            |                            |
0410 507.101                          LUMP|   13000.00000      13000.00|    6000.00000       6000.00|   11000.00000       11000.00
  ALUMINUM BRIDGE RAILING, REMOVE, MODIFY |                            |                            |
  AND RESET                               |                            |                            |
0420 508.13                  475.000  LS  |    7000.00000       7000.00|    7000.00000       7000.00|    8250.00000        8250.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0430 514.06                    1.000  EA  |     100.00000        100.00|    1500.00000       1500.00|     770.00000         770.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0440 515.20                  245.000  SY  |      10.00000       2450.00|       6.50000       1592.50|       4.40000        1078.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0450 515.201                 105.000  SY  |      25.00000       2625.00|      32.00000       3360.00|      39.60000        4158.00
  PIGMENTED CONCRETE PROTECTIVE COATING   |                            |                            |
0460 520.21                    2.000  EA  |   10000.00000      20000.00|   12000.00000      24000.00|   12000.00000       24000.00
  EXPANSION DEVICE - GLAND SEAL           |                            |                            |
0470 520.24                    2.000  EA  |    4800.00000       9600.00|    3500.00000       7000.00|    8800.00000       17600.00
  BRIDGE JOINT MODIFICATION               |                            |                            |
0480 523.52                   10.000  EA  |     700.00000       7000.00|     500.00000       5000.00|     550.00000        5500.00
  BEARING INSTALLATION                    |                            |                            |
0490 523.5552                 10.000  EA  |    2400.00000      24000.00|    2500.00000      25000.00|    2420.00000       24200.00
  POT OR DISC BEARINGS, EXPANSION         |                            |                            |
0500 524.40                           LUMP|   20000.00000      20000.00|   15000.00000      15000.00|   27500.00000       27500.00
  PROTECTIVE SHIELD                       |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 4
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 526.30                  410.000  LF  |      32.20000      13202.00|      40.00000      16400.00|      77.00000       31570.00
  TEMPORARY CONCRETE BARRIER - TYPE 1     |                            |                            |
0520 526.306                          LUMP|   28400.00000      28400.00|   25000.00000      25000.00|   19800.00000       19800.00
  TEMPORARY CONCRETE BARRIER - MTA        |                            |                            |
  SUPPLIED                                |                            |                            |
0530 527.33                    1.000  EA  |   12000.00000      12000.00|   20000.00000      20000.00|   27500.00000       27500.00
  TRUCK MOUNTED ATTENUATOR                |                            |                            |
0540 527.34                    5.000  UN  |    3000.00000      15000.00|    3500.00000      17500.00|    2400.00000       12000.00
  WORK ZONE CRASH CUSHIONS                |                            |                            |
0550 602.30                  120.000  CY  |     100.00000      12000.00|     152.00000      18240.00|     120.00000       14400.00
  FLOWABLE CONCRETE FILL                  |                            |                            |
0560 603.159                 448.000  LF  |      32.00000      14336.00|      38.00000      17024.00|      31.00000       13888.00
  12 INCH CULVERT PIPE OPTION III         |                            |                            |
0570 603.16                  116.000  LF  |      32.00000       3712.00|      39.60000       4593.60|      40.00000        4640.00
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0580 603.161                   4.000  LF  |      90.00000        360.00|     100.00000        400.00|      47.00000         188.00
  15 INCH CORRUGATED METAL PIPE           |                            |                            |
0590 603.169                  88.000  LF  |      65.00000       5720.00|      65.00000       5720.00|      57.00000        5016.00
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0600 603.175                 684.000  LF  |      58.00000      39672.00|      85.00000      58140.00|      47.00000       32148.00
  18 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0610 603.179                 362.000  LF  |      47.00000      17014.00|      44.26000      16022.12|      44.00000       15928.00
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0620 603.209                 100.000  LF  |      58.00000       5800.00|      45.00000       4500.00|      85.00000        8500.00
  30 INCH CULVERT PIPE OPTION III         |                            |                            |
0630 603.225                 168.000  LF  |     118.00000      19824.00|      98.00000      16464.00|     120.00000       20160.00
  42 INCH REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  III                                     |                            |                            |
0640 603.77                    5.000  EA  |     450.00000       2250.00|     850.00000       4250.00|     730.00000        3650.00
  15 INCH INLET GRATE UNIT                |                            |                            |
0650 604.092                  20.130  EA  |    2800.00000      56364.00|    3033.00000      61054.29|    2900.00000       58377.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0660 604.16                    2.000  EA  |     500.00000       1000.00|     950.00000       1900.00|     800.00000        1600.00
  ALTERING CATCH BASIN TO MANHOLES        |                            |                            |
0670 604.249                   3.000  EA  |    1800.00000       5400.00|    2000.00000       6000.00|    1500.00000        4500.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0680 605.09                 1125.000  LF  |      22.50000      25312.50|      49.00000      55125.00|      31.00000       34875.00
  6 INCH UNDERDRAIN TYPE B                |                            |                            |
0690 605.10                   25.000  LF  |      20.00000        500.00|      49.00000       1225.00|      37.00000         925.00
  6 INCH UNDERDRAIN OUTLET                |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 5
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0700 605.11                 1124.000  LF  |      36.00000      40464.00|      35.00000      39340.00|      35.00000       39340.00
  12 INCH UNDERDRAIN TYPE C               |                            |                            |
0710 605.13                  390.000  LF  |      58.00000      22620.00|      73.00000      28470.00|      57.00000       22230.00
  18 INCH UNDERDRAIN TYPE C               |                            |                            |
0720 606.17                  200.000  LF  |      14.00000       2800.00|      15.40000       3080.00|      15.00000        3000.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0730 606.1721                  4.000  EA  |    1300.00000       5200.00|    1430.00000       5720.00|    1430.00000        5720.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0740 606.23                 3150.000  LF  |      12.75000      40162.50|      13.75000      43312.50|      13.00000       40950.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0750 606.232                 200.000  LF  |      13.50000       2700.00|      14.75000       2950.00|      14.00000        2800.00
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0760 606.265                  11.000  EA  |      45.00000        495.00|      49.50000        544.50|      49.00000         539.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0770 606.353                  36.000  EA  |      40.00000       1440.00|      44.00000       1584.00|      44.00000        1584.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                            |                            |
0780 606.358                 525.000  LF  |       5.50000       2887.50|       6.00000       3150.00|       6.00000        3150.00
  GUARDRAIL, MODIFY, TYPE 3B TO 3C        |                            |                            |
0790 606.365                1412.500  LF  |      10.00000      14125.00|      11.00000      15537.50|      11.00000       15537.50
  GUARDRAIL REMOVE, MODIFY, AND RESET     |                            |                            |
  TYPR 3B TO 3C                           |                            |                            |
0800 606.366                1400.000  LF  |       8.50000      11900.00|       9.35000      13090.00|       9.00000       12600.00
  GUARDRAIL, REMOVE & RESET TYPE 3C       |                            |                            |
0810 606.47                    5.000  EA  |      60.00000        300.00|      66.00000        330.00|      66.00000         330.00
  SINGLE WOOD POST                        |                            |                            |
0820 606.48                   55.000  EA  |      40.00000       2200.00|      44.00000       2420.00|      44.00000        2420.00
  SINGLE GALVANIZED STEEL POST            |                            |                            |
0830 606.551                 312.500  LF  |      30.00000       9375.00|      33.00000      10312.50|      33.00000       10312.50
  GUARDRAIL TYPE 3 - SINGLE RAIL WITH RUB |                            |                            |
  RAIL                                    |                            |                            |
0840 606.754                   3.000  EA  |    1500.00000       4500.00|     960.00000       2880.00|    2100.00000        6300.00
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0850 606.79                   11.000  EA  |    1500.00000      16500.00|    1650.00000      18150.00|    1650.00000       18150.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0860 606.80                    2.000  EA  |    4800.00000       9600.00|    7500.00000      15000.00|    5280.00000       10560.00
  BURIED-IN-SLOPE GUARDRAIL END           |                            |                            |
0870 607.09                12900.000  LF  |       4.65000      59985.00|       5.10000      65790.00|       5.12000       66048.00
  WOVEN WIRE FENCE - METAL POSTS          |                            |                            |
0880 607.16                 1450.000  LF  |      12.00000      17400.00|      13.50000      19575.00|      13.53000       19618.50
  CHAIN LINK FENCE - 4 FOOT               |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 6
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0890 607.24                  450.000  LF  |      11.10000       4995.00|      12.20000       5490.00|      12.21000        5494.50
  REMOVE AND RESET FENCE                  |                            |                            |
0900 607.241                  52.000  EA  |      76.55000       3980.60|      84.20000       4378.40|      84.20000        4378.40
  SINGLE METAL FENCE POST                 |                            |                            |
0910 607.32                   30.000  EA  |     130.20000       3906.00|     143.20000       4296.00|     143.00000        4290.00
  BRACING ASSEMBLY TYPE I - METAL POSTS   |                            |                            |
0920 607.34                   10.000  EA  |     177.10000       1771.00|     195.00000       1950.00|     195.00000        1950.00
  BRACING ASSEMBLY CHAIN LINK FENCE       |                            |                            |
0930 609.1521                272.000  LF  |      70.00000      19040.00|      80.00000      21760.00|      88.00000       23936.00
  SLOPED BRIDGE CURB TYPE 1D              |                            |                            |
0940 609.31                 1125.000  LF  |       4.00000       4500.00|       6.00000       6750.00|       4.40000        4950.00
  CURB TYPE 3                             |                            |                            |
0950 609.34                 3557.000  LF  |      27.00000      96039.00|      22.00000      78254.00|      23.00000       81811.00
  CURB TYPE 5                             |                            |                            |
0960 609.35                  146.000  LF  |      60.00000       8760.00|     112.50000      16425.00|      74.00000       10804.00
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0970 609.38                  250.000  LF  |      20.00000       5000.00|      24.00000       6000.00|      18.00000        4500.00
  RESET CURB TYPE 1                       |                            |                            |
0980 609.40                  150.000  LF  |      20.00000       3000.00|      20.00000       3000.00|      18.00000        2700.00
  RESET CURB TYPE 5                       |                            |                            |
0990 610.08                  984.000  CY  |      50.00000      49200.00|      64.35000      63320.40|      40.00000       39360.00
  PLAIN RIPRAP                            |                            |                            |
1000 610.18                   30.000  CY  |     100.00000       3000.00|      64.35000       1930.50|      40.00000        1200.00
  STONE DITCH PROTECTION                  |                            |                            |
1010 610.45                           LUMP|    3000.00000       3000.00|    8150.00000       8150.00|    1000.00000        1000.00
  LEVEL LIP SPREADER                      |                            |                            |
1020 613.319                8050.000  SY  |       2.00000      16100.00|       2.20000      17710.00|       2.00000       16100.00
  EROSION CONTROL BLANKET                 |                            |                            |
1030 615.07                 4080.000  CY  |      30.00000     122400.00|      31.00000     126480.00|       8.00000       32640.00
  LOAM                                    |                            |                            |
1040 618.1301                 73.000  UN  |      19.00000       1387.00|      17.85000       1303.05|      23.00000        1679.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
1050 618.1401                329.000  UN  |      13.00000       4277.00|      17.85000       5872.65|      19.00000        6251.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
1060 618.1411                390.000  UN  |      24.00000       9360.00|      25.50000       9945.00|      33.00000       12870.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
1070 618.25                    4.000  MGAL|      35.00000        140.00|      35.00000        140.00|      38.00000         152.00
  APPLIED WATER                           |                            |                            |
1080 619.1201                672.000  UN  |      10.00000       6720.00|      12.25000       8232.00|      11.00000        7392.00
  MULCH - PLAN QUANTITY                   |                            |                            |
1090 619.1401               1700.000  CY  |      38.00000      64600.00|      22.25000      37825.00|      12.00000       20400.00
  EROSION CONTROL MIX                     |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 7
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1100 620.58                 2160.000  SY  |       2.00000       4320.00|       2.10000       4536.00|       2.00000        4320.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
1110 620.60                 9000.000  SY  |       2.00000      18000.00|       1.60000      14400.00|       1.50000       13500.00
  SEPARATION GEOTEXTILE                   |                            |                            |
1120 621.031                  48.000  EA  |     143.00000       6864.00|     143.00000       6864.00|     121.00000        5808.00
  EVERGREEN TREES (4 FOOT - 5 FOOT) GROUP |                            |                            |
  A                                       |                            |                            |
1130 621.037                  10.000  EA  |     183.00000       1830.00|     183.00000       1830.00|     133.00000        1330.00
  EVERGREEN TREES (5 FOOT - 6 FOOT) GROUP |                            |                            |
  A                                       |                            |                            |
1140 621.039                   5.000  EA  |     213.00000       1065.00|     213.00000       1065.00|     196.00000         980.00
  EVERGREEN TREES (5 FOOT - 6 FOOT) GROUP |                            |                            |
  C                                       |                            |                            |
1150 621.12                   40.000  EA  |     123.00000       4920.00|     123.00000       4920.00|     109.00000        4360.00
  SMALL DECIDUOUS TREES (5 FOOT - 6 FOOT) |                            |                            |
  GROUP A                                 |                            |                            |
1160 621.196                   9.000  EA  |     269.00000       2421.00|     269.00000       2421.00|     396.00000        3564.00
  MEDIUM DECIDUOUS TREE (1.75 INCH - 2    |                            |                            |
  INCH CALIPER) GROUP B                   |                            |                            |
1170 621.267                  40.000  EA  |     296.00000      11840.00|     296.00000      11840.00|     427.00000       17080.00
  LARGE DECIDUOUS TREE (1.75 INCH - 2     |                            |                            |
  INCH CALIPER) GROUP A                   |                            |                            |
1180 621.273                   6.000  EA  |     323.00000       1938.00|     323.00000       1938.00|     507.00000        3042.00
  LARGE DECIDUOUS TREE (2 INCH - 2.50     |                            |                            |
  INCH CALIPER) GROUP A                   |                            |                            |
1190 621.546                  53.000  EA  |      41.00000       2173.00|      41.00000       2173.00|      35.00000        1855.00
  DECIDUOUS SHRUBS (2 FOOT - 3 FOOT)      |                            |                            |
  GROUP A                                 |                            |                            |
1200 621.80                           LUMP|    2500.00000       2500.00|    2500.00000       2500.00|    6200.00000        6200.00
  ESTABLISHMENT PERIOD                    |                            |                            |
1210 626.11                   11.000  EA  |     500.00000       5500.00|     247.50000       2722.50|     250.00000        2750.00
  PRECAST CONCRETE JUNCTION BOX           |                            |                            |
1220 626.21                  295.000  LF  |      10.00000       2950.00|      10.50000       3097.50|      10.00000        2950.00
  METALLIC CONDUIT                        |                            |                            |
1230 626.22                 4230.000  LF  |      15.00000      63450.00|       5.45000      23053.50|       5.50000       23265.00
  NON-METALLIC CONDUIT                    |                            |                            |
1240 626.32                   23.000  EA  |    1000.00000      23000.00|     632.50000      14547.50|     630.00000       14490.00
  24 INCH FOUNDATION                      |                            |                            |
1250 626.33                    1.000  EA  |     900.00000        900.00|     935.00000        935.00|     930.00000         930.00
  30 INCH FOUNDATION                      |                            |                            |
1260 626.35                    4.000  EA  |     680.00000       2720.00|     660.00000       2640.00|     660.00000        2640.00
  CONTROLLER CABINET FOUNDATION           |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 8
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1270 627.711               42400.000  LF  |       0.13000       5512.00|       0.14000       5936.00|       0.14000        5936.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
1280 627.75                 1825.000  SF  |       1.50000       2737.50|       1.65000       3011.25|       1.65000        3011.25
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
1290 627.76                           LUMP|    2500.00000       2500.00|    7500.00000       7500.00|    1000.00000        1000.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
1300 627.77                 4000.000  SF  |       0.80000       3200.00|       0.88000       3520.00|       0.88000        3520.00
  REMOVING PAVEMENT MARKINGS              |                            |                            |
1310 627.781                3910.000  LF  |       0.18000        703.80|       0.20000        782.00|       0.20000         782.00
  TEMPORARY 6 INCH PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
1320 629.05                  115.000  HR  |      35.00000       4025.00|      45.00000       5175.00|      28.00000        3220.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1330 631.12                   40.000  HR  |     100.00000       4000.00|     125.00000       5000.00|     120.00000        4800.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1340 631.13                   30.000  HR  |     100.00000       3000.00|     100.00000       3000.00|     120.00000        3600.00
  BULLDOZER (INCLUDING OPERATOR)          |                            |                            |
1350 631.172                  80.000  HR  |      70.00000       5600.00|      55.00000       4400.00|      60.00000        4800.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1360 631.18                   15.000  HR  |      45.00000        675.00|      60.00000        900.00|      36.00000         540.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1370 631.20                   15.000  HR  |      85.00000       1275.00|     110.00000       1650.00|     150.00000        2250.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1380 631.32                   30.000  HR  |     250.00000       7500.00|     150.00000       4500.00|     125.00000        3750.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1390 634.16                           LUMP|   33000.00000      33000.00|   38757.40000      38757.40|   39000.00000       39000.00
  HIGHWAY LIGHTING                        |                            |                            |
1400 634.21                   23.000  EA  |    1800.00000      41400.00|    1905.00000      43815.00|    1000.00000       23000.00
  CONVENTIONAL LIGHT STANDARD             |                            |                            |
1410 637.071                          LUMP|    5000.00000       5000.00|   10000.00000      10000.00|  100000.00000      100000.00
  DUST CONTROL                            |                            |                            |
1420 639.18                    1.000  EA  |   12000.00000      12000.00|   17000.00000      17000.00|   15000.00000       15000.00
  FIELD OFFICE TYPE A                     |                            |                            |
1430 643.71                           LUMP|   15000.00000      15000.00|   19500.00000      19500.00|   20000.00000       20000.00
  TRAFFIC SIGNAL MODIFICATION AT MTA ENT. |                            |                            |
1440 643.80                           LUMP|   36000.00000      36000.00|   36525.00000      36525.00|   37000.00000       37000.00
  TRAFFIC SIGNALS AT CONNECTOR            |                            |                            |
1450 643.90                           LUMP|    6000.00000       6000.00|    8200.00000       8200.00|    8000.00000        8000.00
  INTERCONNECT WIRE BETWEEN               |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 9
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1460 643.93                    1.000  EA  |    7000.00000       7000.00|    6800.00000       6800.00|    7000.00000        7000.00
  STRAIN POLE                             |                            |                            |
1470 645.291                 225.000  SF  |      30.00000       6750.00|      32.00000       7200.00|      32.00000        7200.00
  ROADSIDE GUIDE SIGNS TYPE II            |                            |                            |
1480 645.292                 835.000  SF  |      29.00000      24215.00|      30.00000      25050.00|      29.00000       24215.00
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                            |                            |
1490 652.30                    2.000  EA  |    2500.00000       5000.00|    3500.00000       7000.00|    3500.00000        7000.00
  FLASHING ARROW BOARD                    |                            |                            |
1500 652.31                   25.000  EA  |      10.00000        250.00|      50.00000       1250.00|      75.00000        1875.00
  TYPE I BARRICADE                        |                            |                            |
1510 652.312                   2.000  EA  |     200.00000        400.00|     250.00000        500.00|     150.00000         300.00
  TYPE III BARRICADE                      |                            |                            |
1520 652.33                  360.000  EA  |      85.00000      30600.00|      55.00000      19800.00|      75.00000       27000.00
  DRUM                                    |                            |                            |
1530 652.34                  150.000  EA  |      20.00000       3000.00|      13.00000       1950.00|      50.00000        7500.00
  CONE                                    |                            |                            |
1540 652.342                 200.000  EA  |      85.00000      17000.00|      29.00000       5800.00|      50.00000       10000.00
  42 INCH CONE                            |                            |                            |
1550 652.35                 1850.000  SF  |      12.00000      22200.00|      13.00000      24050.00|      20.00000       37000.00
  CONSTRUCTION SIGNS                      |                            |                            |
1560 652.361                 300.000  LS  |  123750.00000     123750.00|    5000.00000       5000.00|  120000.00000      120000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1570 652.38                10000.000  HR  |      18.00000     180000.00|      17.50000     175000.00|      15.00000      150000.00
  FLAGGER                                 |                            |                            |
1580 652.41                    3.000  EA  |   10000.00000      30000.00|   23000.00000      69000.00|   12000.00000       36000.00
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
1590 656.75                           LUMP|  100000.00000     100000.00|   25612.50000      25612.50|  120000.00000      120000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1600 658.20                 1090.000  SY  |      12.75000      13897.50|      14.00000      15260.00|      30.00000       32700.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1610 659.10                           LUMP|  723987.00000     723987.00|  641250.00000     641250.00|  728785.00000      728785.00
  MOBILIZATION                            |                            |                            |
1620 660.21                 7000.000  HR  |       1.00000       7000.00|       1.00000       7000.00|       2.00000       14000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1630 803.01                    4.000  EA  |    1000.00000       4000.00|     250.00000       1000.00|     100.00000         400.00
  TEST PITS                               |                            |                            |
1640 822.3152                  1.000  EA  |    5678.00000       5678.00|    5700.00000       5700.00|    5000.00000        5000.00
  TAPPING SLEEVE AND VALVE 12"            |                            |                            |
1650 822.3221                 55.000  LF  |      97.00000       5335.00|     115.00000       6325.00|      67.00000        3685.00
  6 INCH DUCTILE PIPE, VALVES AND FITTING |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 10
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1660 822.3252                  1.000  EA  |    3754.00000       3754.00|    3200.00000       3200.00|    6000.00000        6000.00
  6 " TAPPING SLEEVE AND VALVE            |                            |                            |
1670 822.337                   2.000  EA  |    9260.00000      18520.00|    5200.00000      10400.00|    8500.00000       17000.00
  6 " INSERTION VALVE                     |                            |                            |
1680 822.36                 2745.000  LF  |      80.00000     219600.00|      77.00000     211365.00|      85.00000      233325.00
  12 INCH DUCTILE IRON PIPE               |                            |                            |
1690 822.37                   75.000  LF  |     125.00000       9375.00|     140.00000      10500.00|     100.00000        7500.00
  16 " DUCTILE IRON PIPE                  |                            |                            |
1700 822.3711                  1.000  EA  |     845.00000        845.00|     795.00000        795.00|    1160.00000        1160.00
  16 " SOLID SLEEVE                       |                            |                            |
1710 822.3722                  1.000  EA  |     748.00000        748.00|     675.00000        675.00|    2600.00000        2600.00
  16 " REDUCER                            |                            |                            |
1720 823.31                   13.000  EA  |    1530.00000      19890.00|    1600.00000      20800.00|    2600.00000       33800.00
  12 INCH GATE VALVE                      |                            |                            |
1730 823.312                   5.000  EA  |    1165.00000       5825.00|     665.00000       3325.00|    1200.00000        6000.00
  12 " BENDS                              |                            |                            |
1740 823.313                   8.000  EA  |    1215.00000       9720.00|     800.00000       6400.00|    1400.00000       11200.00
  12 " TEE                                |                            |                            |
1750 823.314                   2.000  EA  |     458.00000        916.00|     556.50000       1113.00|    1400.00000        2800.00
  12 " REDUCER                            |                            |                            |
1760 823.3253                  1.000  EA  |    4147.00000       4147.00|    3452.00000       3452.00|    6000.00000        6000.00
  TAPPING SLEEVE & GATE VALVE WITH BOX 8" |                            |                            |
1770 823.3254                  2.000  EA  |    4980.00000       9960.00|    5685.00000      11370.00|   10000.00000       20000.00
  8" INSERTION VALVE                      |                            |                            |
1780 823.331                   2.000  EA  |     900.00000       1800.00|     670.00000       1340.00|    1500.00000        3000.00
  6 INCH GATE VALVE                       |                            |                            |
1790 823.335                   1.000  EA  |     850.00000        850.00|     570.00000        570.00|     950.00000         950.00
  4 INCH GATE VALVE                       |                            |                            |
1800 823.3352                  1.000  EA  |     175.00000        175.00|     200.00000        200.00|     260.00000         260.00
  4 " REDUCER                             |                            |                            |
1810 823.337                   1.000  EA  |     275.00000        275.00|     300.00000        300.00|     270.00000         270.00
  6 " BEND                                |                            |                            |
1820 823.34                    5.000  EA  |    1300.00000       6500.00|    1500.00000       7500.00|    1300.00000        6500.00
  BLOW OFF VALVE ASSEMBLY                 |                            |                            |
1830 824.30                    5.000  EA  |    4580.00000      22900.00|    5080.00000      25400.00|    5000.00000       25000.00
  FIRE HYDRANT                            |                            |                            |
1840 824.33                    1.000  EA  |    4510.00000       4510.00|    3300.00000       3300.00|    2200.00000        2200.00
  REMOVE EXISTING VALVE CLUSTER           |                            |                            |
1850 825.3411                165.000  LF  |      91.00000      15015.00|      99.00000      16335.00|      65.00000       10725.00
  3 " SERVICE CONNECTION                  |                            |                            |
1860 825.3421                430.000  LF  |      35.00000      15050.00|      25.00000      10750.00|      43.00000       18490.00
  SLIPLINE 3" POLY IN 6" WATER MAIN       |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 11
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1870 825.441                   6.000  EA  |    1076.00000       6456.00|    1635.00000       9810.00|    2000.00000       12000.00
  SHORT SIDE SERVICES                     |                            |                            |
1880 825.4411                  3.000  EA  |    5342.00000      16026.00|    5955.00000      17865.00|    3000.00000        9000.00
  LONG SIDE SERVICES                      |                            |                            |
1890 827.301                  20.000  CY  |     150.00000       3000.00|       1.00000         20.00|     275.00000        5500.00
  ROCK EXCAVATION WATER MAIN              |                            |                            |
1900 827.302                 100.000  CY  |      30.00000       3000.00|      15.00000       1500.00|      35.00000        3500.00
  UNSUITABLE SOIL EXCAVATION - BELOW GRAD |                            |                            |
1910 827.3311                         LUMP|    2500.00000       2500.00|    3500.00000       3500.00|    2000.00000        2000.00
  TRENCH PROTECTION                       |                            |                            |
     SECTION TOTALS                       |             $  6,036,408.15|             $  6,079,052.91|              $  6,078,619.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   PAVEMENT  ALTERNATE 1
                                          |                            |                            |
1920 304.09                23550.000  CY  |      19.00000     447450.00|      17.65000     415657.50|      20.00000      471000.00
  AGGREGATE BASE COURSE - CRUSHED         |                            |                            |
1930 304.10                22700.000  CY  |      14.07000     319389.00|      13.65000     309855.00|      14.00000      317800.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1940 403.207                7650.000  T   |      55.50000     424575.00|      55.50000     424575.00|      55.00000      420750.00
  HOT MIX ASPHALT 19.0 MM HMA             |                            |                            |
     SECTION TOTALS                       |             $  1,191,414.00|             $  1,150,087.50|              $  1,209,550.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   PAVEMENT  ALTERNATE 2
                                          |                            |                            |
1950 304.09                 5950.000  CY  |      22.00000     130900.00|                            |
  AGGREGATE BASE COURSE - CRUSHED         |                            |                            |
1960 304.10                38900.000  CY  |       9.65000     375385.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
1970 403.207               10250.000  T   |      53.50000     548375.00|                            |
  HOT MIX ASPHALT 19.0 MM HMA             |                            |                            |
     SECTION TOTALS                       |             $  1,054,660.00|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   WATER MAIN - OPTION 1
                                          |                            |                            |
1980 822.37                 1185.000  LF  |     114.00000     135090.00|      30.00000      35550.00|     100.00000      118500.00
  16 " DUCTILE IRON PIPE                  |                            |                            |
1990 822.3732                  4.000  EA  |    2600.00000      10400.00|    1500.00000       6000.00|    2000.00000        8000.00
  16 " DUCTILE IRON PIPE FITTINGS         |                            |                            |
2000 823.374                   5.000  EA  |   10000.00000      50000.00|    7100.00000      35500.00|    8500.00000       42500.00
  16 " GATE VALVE                         |                            |                            |
     SECTION TOTALS                       |             $    195,490.00|             $     77,050.00|              $    169,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   WATER MAIN - OPTION 2
                                          |                            |                            |
     LETTING DATE : 01/11/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/11/06
                                                                                                                   PAGE : 12
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008871.01
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000116             |(   2   ) 000292            |(   3  ) 000649
                                          |SHAW BROTHERS CONSTRUCTION, |A H GROVER INC.             |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
2010 822.36                  240.000  LF  |      80.00000      19200.00|      71.00000      17040.00|      85.00000       20400.00
  12 INCH DUCTILE IRON PIPE               |                            |                            |
2020 822.372                   1.000  EA  |    1215.00000       1215.00|     896.00000        896.00|    1400.00000        1400.00
  12 " TEE                                |                            |                            |
2030 823.31                    4.000  EA  |    1530.00000       6120.00|    1678.25000       6713.00|    2600.00000       10400.00
  12 INCH GATE VALVE                      |                            |                            |
2040 824.30                    1.000  EA  |    4580.00000       4580.00|    4300.00000       4300.00|    5000.00000        5000.00
  FIRE HYDRANT                            |                            |                            |
     SECTION TOTALS                       |             $     31,115.00|             $     28,949.00|              $     37,200.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  7,317,673.15|             $  7,335,139.41|              $  7,494,369.15
====================================================================================================================================