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     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 1
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10                                     COMPLETION DATE : 06/01/06
                                                           =========
   PROJECT(S):  STP-9200(100)X          LOCATION(S): GUILFORD                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  GUILFORD, RURAL HIGHWAY CONSTRUCTION                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001094         K & K EXCAVATION, INC.                                                 $  6,635,780.55     100.0000%
   2   000036         H E SARGENT, INC.                                                      $  6,673,950.00     100.5752%
   3   000059         PIKE INDUSTRIES, INC.                                                  $  6,966,342.90     104.9815%
   4   000649         SARGENT & SARGENT, INC.                                                $  7,243,530.50     109.1587%
====================================================================================================================================
                                          |(   1  ) 001094             |(   2  ) 000036             |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY / BRIDGE ITEMS
                                          |                            |                            |
0010 201.11                    3.500  HA  |    5000.00000      17500.00|   50000.00000     175000.00|   10000.00000       35000.00
  CLEARING                                |                            |                            |
0020 201.23                   46.000  EA  |     300.00000      13800.00|    1000.00000      46000.00|     250.00000       11500.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   40.000  EA  |     250.00000      10000.00|    1000.00000      40000.00|     175.00000        7000.00
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|    7500.00000       7500.00|   10000.00000      10000.00|   10000.00000       10000.00
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 202.08                           LUMP|    7500.00000       7500.00|   10000.00000      10000.00|    5000.00000        5000.00
  REMOVING BUILDING NO.: 2                |                            |                            |
0060 202.12                    5.000  M3  |     750.00000       3750.00|     600.00000       3000.00|     500.00000        2500.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0070 202.19                    1.000  LS  |   40800.00000      40800.00|   65000.00000      65000.00|   75000.00000       75000.00
  REMOVING EXISTING BRIDGE                |                            |                            |
0080 202.202               17200.000  M2  |       2.65000      45580.00|       5.00000      86000.00|       2.65000       45580.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0090 202.203                2260.000  M2  |      24.00000      54240.00|      26.00000      58760.00|      24.00000       54240.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0100 203.20                62100.000  M3  |      10.00000     621000.00|      11.75000     729675.00|      10.50000      652050.00
  COMMON EXCAVATION                       |                            |                            |
0110 203.21                 1810.000  M3  |      40.00000      72400.00|      50.00000      90500.00|      47.50000       85975.00
  ROCK EXCAVATION                         |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 2
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000036            |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 203.242                3050.000  M3  |      20.00000      61000.00|       5.00000      15250.00|      15.00000       45750.00
  DIRTY BORROW                            |                            |                            |
0130 203.25                 2780.000  M3  |      20.00000      55600.00|      21.00000      58380.00|      15.00000       41700.00
  GRANULAR BORROW                         |                            |                            |
0140 206.061                 165.000  M3  |      25.00000       4125.00|       8.00000       1320.00|      21.75000        3588.75
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0150 206.07                  425.000  M3  |      98.00000      41650.00|      85.00000      36125.00|      95.00000       40375.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0160 206.082                1424.000  M3  |      30.00000      42720.00|      23.00000      32752.00|      22.00000       31328.00
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0170 304.10                59800.000  M3  |      20.00000    1196000.00|      15.00000     897000.00|      21.50000     1285700.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0180 403.207               14740.000  MG  |      50.00000     737000.00|      48.00000     707520.00|      44.50000      655930.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0190 403.208                6690.000  MG  |      55.00000     367950.00|      48.00000     321120.00|      47.60000      318444.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0200 403.209                 840.000  MG  |     108.00000      90720.00|     112.00000      94080.00|     105.00000       88200.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0210 403.211                 210.000  MG  |      71.00000      14910.00|      75.00000      15750.00|      70.50000       14805.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0220 403.213                7650.000  MG  |      48.00000     367200.00|      50.00000     382500.00|      47.50000      363375.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0230 409.15                10500.000  L   |       1.50000      15750.00|       1.60000      16800.00|       1.50000       15750.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0240 411.09                  240.000  M3  |      49.00000      11760.00|      14.00000       3360.00|      65.00000       15600.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0250 502.21                  303.000  M3  |     650.00000     196950.00|     550.00000     166650.00|     525.00000      159075.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0260 502.261                  19.000  LS  |   14500.00000      14500.00|   34000.00000      34000.00|   40000.00000       40000.00
  SRRUCTURAL CONCRETE ROADWAY & SIDEWALK  |                            |                            |
  SLAB ON CONCRETE BRIDGES                |                            |                            |
0270 502.31                   22.000  LS  |   17700.00000      17700.00|    9500.00000       9500.00|   12500.00000       12500.00
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0280 502.36                    1.000  LS  |    1200.00000       1200.00|    5000.00000       5000.00|    7500.00000        7500.00
  STRUCTURAL CONCRETE, EXISTING STRUCTURE |                            |                            |
  MODIFICATION                            |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 3
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000036            |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 502.49                   23.000  LS  |   27700.00000      27700.00|   25500.00000      25500.00|   35000.00000       35000.00
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0300 502.56                  170.000  M3  |     400.00000      68000.00|     300.00000      51000.00|     300.00000       51000.00
  CONCRETE FILL                           |                            |                            |
0310 503.12                18400.000  KG  |       0.90000      16560.00|       1.25000      23000.00|       1.50000       27600.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0320 503.13                18400.000  KG  |       1.00000      18400.00|       0.50000       9200.00|       0.75000       13800.00
  REINFORCING STEEL, PLACING              |                            |                            |
0330 504.069                   2.000  EA  |     400.00000        800.00|    1000.00000       2000.00|     225.00000         450.00
  CONCRETE PIPE TIES                      |                            |                            |
0340 508.13                  224.000  LS  |    8500.00000       8500.00|    7500.00000       7500.00|   10000.00000       10000.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0350 510.10                           LUMP|  100000.00000     100000.00|  125000.00000     125000.00|  100000.00000      100000.00
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED                               |                            |                            |
0360 511.07                           LUMP|   29200.00000      29200.00|    3000.00000       3000.00|    5000.00000        5000.00
  COFFERDAM:                              |                            |                            |
0370 512.081                  68.000  LS  |    2800.00000       2800.00|    4000.00000       4000.00|    5000.00000        5000.00
  FRENCH DRAINS                           |                            |                            |
0380 514.06                    2.000  EA  |    1000.00000       2000.00|     700.00000       1400.00|    1000.00000        2000.00
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0390 515.21                   47.000  LS  |    1300.00000       1300.00|    1000.00000       1000.00|    1500.00000        1500.00
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0400 525.26                   14.000  M2  |     400.00000       5600.00|     450.00000       6300.00|     450.00000        6300.00
  REPOINTING GRANITE MASONRY              |                            |                            |
0410 526.301                 165.000  LS  |   29100.00000      29100.00|   12750.00000      12750.00|   15000.00000       15000.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0420 534.70                    1.000  LS  |  225000.00000     225000.00|  210000.00000     210000.00|  225000.00000      225000.00
  PRECAST STRUCTURAL CONCRETE ARCH        |                            |                            |
0430 601.22                  130.000  M3  |     250.00000      32500.00|     165.00000      21450.00|     152.50000       19825.00
  GABIONS, PVC COATED                     |                            |                            |
0440 603.159                 277.000  M   |     125.00000      34625.00|     110.00000      30470.00|     145.70000       40358.90
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0450 603.16                  250.000  M   |      90.00000      22500.00|      92.00000      23000.00|      65.00000       16250.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0460 603.169                  51.000  M   |     170.00000       8670.00|     100.00000       5100.00|     175.00000        8925.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0470 603.17                   41.000  M   |     113.00000       4633.00|     112.00000       4592.00|      75.00000        3075.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 4
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000036            |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0480 603.175                  42.000  M   |     250.00000      10500.00|     130.00000       5460.00|     185.00000        7770.00
  450 MM RCP CLASS III                    |                            |                            |
0490 603.1752                 32.000  M   |     120.00000       3840.00|     135.00000       4320.00|     190.00000        6080.00
  450 MM RCP CLASS IV                     |                            |                            |
0500 603.179                 424.000  M   |     150.00000      63600.00|     120.00000      50880.00|     200.00000       84800.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0510 603.199                 122.000  M   |     230.00000      28060.00|     185.00000      22570.00|     210.00000       25620.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0520 603.215                  39.000  M   |     500.00000      19500.00|     240.00000       9360.00|     325.00000       12675.00
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0530 603.76                    4.000  EA  |     300.00000       1200.00|     350.00000       1400.00|     500.00000        2000.00
  300 MM INLET GRATE UNIT                 |                            |                            |
0540 603.77                    4.000  EA  |     340.00000       1360.00|     375.00000       1500.00|     550.00000        2200.00
  375 MM INLET GRATE UNIT                 |                            |                            |
0550 603.78                    5.000  EA  |     440.00000       2200.00|     415.00000       2075.00|     600.00000        3000.00
  450 MM INLET GRATE UNIT                 |                            |                            |
0560 603.80                    1.000  EA  |     450.00000        450.00|     500.00000        500.00|     750.00000         750.00
  600 MM INLET GRATE UNIT                 |                            |                            |
0570 604.092                  28.000  EA  |    1500.00000      42000.00|    1700.00000      47600.00|    2000.00000       56000.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0580 604.15                    6.000  EA  |    2000.00000      12000.00|    2500.00000      15000.00|    2250.00000       13500.00
  MANHOLE                                 |                            |                            |
0590 604.243                   1.000  EA  |    1200.00000       1200.00|     805.00000        805.00|    1250.00000        1250.00
  CATCH BASIN TYPE F3-C                   |                            |                            |
0600 604.245                   2.000  EA  |    1450.00000       2900.00|    1025.00000       2050.00|    1250.00000        2500.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0610 604.247                   2.000  EA  |    1500.00000       3000.00|    1300.00000       2600.00|    1500.00000        3000.00
  CATCH BASIN TYPE F5-C                   |                            |                            |
0620 604.249                   2.000  EA  |    1500.00000       3000.00|    1400.00000       2800.00|    1500.00000        3000.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
0630 604.262                   8.000  EA  |    2800.00000      22400.00|    1500.00000      12000.00|    2000.00000       16000.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0640 605.09                 1800.000  M   |      64.00000     115200.00|      68.00000     122400.00|      65.00000      117000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0650 605.10                   24.000  M   |      75.00000       1800.00|      80.00000       1920.00|      85.00000        2040.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0660 605.11                  772.000  M   |     100.00000      77200.00|      98.00000      75656.00|     105.00000       81060.00
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0670 605.12                  178.000  M   |     100.00000      17800.00|     103.00000      18334.00|     115.00000       20470.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 5
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000036            |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 605.13                  188.000  M   |     120.00000      22560.00|     115.00000      21620.00|     150.00000       28200.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0690 606.15                 1277.000  M   |      49.00000      62573.00|      50.00000      63850.00|      48.50000       61934.50
  GUARDRAIL TYPE 3A - SINGLE RAIL         |                            |                            |
0700 606.151                 578.000  M   |      52.00000      30056.00|      52.00000      30056.00|      52.00000       30056.00
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0710 606.191                   8.000  M   |      66.00000        528.00|      66.00000        528.00|      65.00000         520.00
  GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND   |                            |                            |
  LESS                                    |                            |                            |
0720 606.20                   96.000  M   |      66.00000       6336.00|      66.00000       6336.00|      65.00000        6240.00
  GUARDRAIL TYPE 3A - OVER 4.5 M RADIUS   |                            |                            |
0730 606.201                  89.000  M   |      66.00000       5874.00|      66.00000       5874.00|      65.00000        5785.00
  GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS  |                            |                            |
0740 606.258                  14.000  EA  |    1400.00000      19600.00|    1400.00000      19600.00|    1750.00000       24500.00
  CABLE RELEASING TERMINAL ANCHORAGE      |                            |                            |
  ASSEMBLY                                |                            |                            |
0750 606.265                   2.000  EA  |      75.00000        150.00|      55.00000        110.00|      55.00000         110.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0760 606.266                   2.000  EA  |     110.00000        220.00|     110.00000        220.00|     110.00000         220.00
  TERMINAL END - SINGLE RAIL - CORROSION  |                            |                            |
  RESISTANT STEEL                         |                            |                            |
0770 606.35                   42.000  EA  |      38.00000       1596.00|      25.00000       1050.00|      25.00000        1050.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0780 606.47                   29.000  EA  |      40.00000       1160.00|      15.00000        435.00|      15.00000         435.00
  SINGLE WOOD POST                        |                            |                            |
0790 606.74                   31.000  M   |     270.00000       8370.00|     165.00000       5115.00|     175.00000        5425.00
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0800 606.79                   14.000  EA  |    1375.00000      19250.00|    1400.00000      19600.00|    1750.00000       24500.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0810 607.24                  102.000  M   |      14.00000       1428.00|      15.00000       1530.00|      15.00000        1530.00
  REMOVE AND RESET FENCE                  |                            |                            |
0820 609.247                   4.000  EA  |     200.00000        800.00|     200.00000        800.00|     300.00000        1200.00
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0830 609.31                 3460.000  M   |      18.00000      62280.00|      24.00000      83040.00|      21.75000       75255.00
  CURB TYPE 3                             |                            |                            |
0840 610.08                  740.000  M3  |      60.00000      44400.00|      42.00000      31080.00|      60.00000       44400.00
  PLAIN RIPRAP                            |                            |                            |
0850 610.16                 1150.000  M3  |      65.00000      74750.00|      35.00000      40250.00|      75.00000       86250.00
  HEAVY RIPRAP                            |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 6
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000036            |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0860 610.18                    8.000  M3  |      57.00000        456.00|      30.00000        240.00|      75.00000         600.00
  STONE DITCH PROTECTION                  |                            |                            |
0870 612.06                 1150.000  M2  |       8.60000       9890.00|       4.00000       4600.00|       3.50000        4025.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0880 613.319                 983.000  M2  |       2.85000       2801.55|       1.25000       1228.75|       1.00000         983.00
  EROSION CONTROL BLANKET                 |                            |                            |
0890 613.339                  95.000  M2  |       7.20000        684.00|       2.10000        199.50|       3.25000         308.75
  PERMANENT EROSION CONTROL / TURF        |                            |                            |
  REINFORCEMENT MAT                       |                            |                            |
0900 615.07                 3320.000  M3  |      35.00000     116200.00|      23.50000      78020.00|      37.50000      124500.00
  LOAM                                    |                            |                            |
0910 618.1301                335.000  UN  |      20.00000       6700.00|      19.00000       6365.00|      19.00000        6365.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0920 618.1401                390.000  UN  |      15.00000       5850.00|      14.00000       5460.00|      14.00000        5460.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0930 618.1411                230.000  UN  |      25.00000       5750.00|      24.50000       5635.00|      25.00000        5750.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0940 619.1201                955.000  UN  |       7.00000       6685.00|       7.00000       6685.00|       7.00000        6685.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0950 620.56                  550.000  M2  |       4.70000       2585.00|       2.10000       1155.00|       1.00000         550.00
  DRAINAGE GEOTEXTILE                     |                            |                            |
0960 620.58                 2930.000  M2  |       4.50000      13185.00|       2.10000       6153.00|       1.00000        2930.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0970 621.037                  20.000  EA  |     160.00000       3200.00|     165.00000       3300.00|     175.00000        3500.00
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0980 621.80                           LUMP|    3000.00000       3000.00|    2600.00000       2600.00|    5000.00000        5000.00
  ESTABLISHMENT PERIOD                    |                            |                            |
0990 627.711               20200.000  M   |       1.50000      30300.00|       0.40000       8080.00|       0.40000        8080.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
1000 627.76                           LUMP|   15000.00000      15000.00|    7800.00000       7800.00|   10000.00000       10000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
1010 629.05                   40.000  HR  |      25.00000       1000.00|      25.00000       1000.00|      45.00000        1800.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1020 631.111                  20.000  HR  |      97.00000       1940.00|     250.00000       5000.00|     250.00000        5000.00
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
1030 631.12                   60.000  HR  |      95.00000       5700.00|     100.00000       6000.00|     135.00000        8100.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 7
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000036            |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1040 631.172                  60.000  HR  |      47.00000       2820.00|     100.00000       6000.00|      65.00000        3900.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1050 631.18                   20.000  HR  |      40.00000        800.00|      50.00000       1000.00|      65.00000        1300.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1060 631.20                   20.000  HR  |     110.00000       2200.00|     100.00000       2000.00|     225.00000        4500.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1070 631.32                   10.000  HR  |     150.00000       1500.00|     200.00000       2000.00|     300.00000        3000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1080 637.071                          LUMP|   15000.00000      15000.00|   35000.00000      35000.00|   25000.00000       25000.00
  DUST CONTROL                            |                            |                            |
1090 639.18                    1.000  EA  |   14000.00000      14000.00|   40000.00000      40000.00|   17500.00000       17500.00
  FIELD OFFICE TYPE A                     |                            |                            |
1100 639.21                           LUMP|    4200.00000       4200.00|   23000.00000      23000.00|    4000.00000        4000.00
  TESTING FACILITIES SOILS                |                            |                            |
1110 643.72                           LUMP|   28000.00000      28000.00|   30000.00000      30000.00|   30000.00000       30000.00
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1120 652.31                   40.000  EA  |      52.00000       2080.00|      90.00000       3600.00|      52.50000        2100.00
  TYPE I BARRICADE                        |                            |                            |
1130 652.311                  10.000  EA  |      58.00000        580.00|     110.00000       1100.00|     135.00000        1350.00
  TYPE II BARRICADE                       |                            |                            |
1140 652.33                  180.000  EA  |      49.00000       8820.00|      50.00000       9000.00|      57.75000       10395.00
  DRUM                                    |                            |                            |
1150 652.34                  180.000  EA  |      20.00000       3600.00|      20.00000       3600.00|      15.75000        2835.00
  CONE                                    |                            |                            |
1160 652.35                  100.000  M2  |      90.00000       9000.00|     125.00000      12500.00|      10.00000        1000.00
  CONSTRUCTION SIGNS                      |                            |                            |
1170 652.361                 260.000  LS  |   10000.00000      10000.00|  200000.00000     200000.00|  200000.00000      200000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1180 652.38                 6000.000  HR  |      16.00000      96000.00|      14.00000      84000.00|      13.50000       81000.00
  FLAGGER                                 |                            |                            |
1190 653.22                  110.000  M2  |      20.00000       2200.00|      22.00000       2420.00|      15.00000        1650.00
  50 MM POLYSTYRENE PLASTIC INSULATION    |                            |                            |
1200 656.75                           LUMP|   30000.00000      30000.00|  120000.00000     120000.00|   50000.00000       50000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1210 657.24                  410.000  UN  |      10.00000       4100.00|      11.00000       4510.00|      10.00000        4100.00
  SEEDING PITS                            |                            |                            |
1220 658.20                  156.000  M2  |      20.00000       3120.00|       9.00000       1404.00|       8.50000        1326.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1230 659.10                           LUMP|  600000.00000     600000.00|  497166.75000     497166.75|  750000.00000      750000.00
  MOBILIZATION                            |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 8
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094             |(   2   ) 000036            |(   3  ) 000059
                                          |K & K EXCAVATION, INC.      |H E SARGENT, INC.           |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1240 660.21                 1000.000  HR  |       3.00000       3000.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1250 823.011                   5.000  EA  |     300.00000       1500.00|    1500.00000       7500.00|     175.00000         875.00
  GATE VALVE BOX, INSTALL ONLY            |                            |                            |
1260 823.332                  20.000  EA  |     125.00000       2500.00|    1500.00000      30000.00|     100.00000        2000.00
  GATE VALVE BOX, ADJUST TO GRADE         |                            |                            |
     SECTION TOTALS                       |             $  6,635,780.55|             $  6,673,950.00|              $  6,966,342.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  6,635,780.55|             $  6,673,950.00|              $  6,966,342.90
====================================================================================================================================
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 9
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY / BRIDGE ITEMS
                                          |                            |                            |
0010 201.11                    3.500  HA  |   35000.00000     122500.00|                            |
  CLEARING                                |                            |                            |
0020 201.23                   46.000  EA  |     250.00000      11500.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   40.000  EA  |     250.00000      10000.00|                            |
  REMOVING STUMP                          |                            |                            |
0040 202.08                           LUMP|    7500.00000       7500.00|                            |
  REMOVING BUILDING NO.: 1                |                            |                            |
0050 202.08                           LUMP|    5000.00000       5000.00|                            |
  REMOVING BUILDING NO.: 2                |                            |                            |
0060 202.12                    5.000  M3  |     550.00000       2750.00|                            |
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0070 202.19                    1.000  LS  |  250000.00000     250000.00|                            |
  REMOVING EXISTING BRIDGE                |                            |                            |
0080 202.202               17200.000  M2  |       2.00000      34400.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0090 202.203                2260.000  M2  |       2.00000       4520.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0100 203.20                62100.000  M3  |      12.70000     788670.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0110 203.21                 1810.000  M3  |      50.00000      90500.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0120 203.242                3050.000  M3  |      12.00000      36600.00|                            |
  DIRTY BORROW                            |                            |                            |
0130 203.25                 2780.000  M3  |      24.00000      66720.00|                            |
  GRANULAR BORROW                         |                            |                            |
0140 206.061                 165.000  M3  |      24.00000       3960.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0150 206.07                  425.000  M3  |     100.00000      42500.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0160 206.082                1424.000  M3  |      28.00000      39872.00|                            |
  STRUCTURAL EARTH EXCAVATION - MAJOR     |                            |                            |
  STRUCTURES                              |                            |                            |
0170 304.10                59800.000  M3  |      20.00000    1196000.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0180 403.207               14740.000  MG  |      44.50000     655930.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 10
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 403.208                6690.000  MG  |      47.60000     318444.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0200 403.209                 840.000  MG  |     105.00000      88200.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0210 403.211                 210.000  MG  |      70.50000      14805.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0220 403.213                7650.000  MG  |      47.50000     363375.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0230 409.15                10500.000  L   |       1.50000      15750.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0240 411.09                  240.000  M3  |      30.00000       7200.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
0250 502.21                  303.000  M3  |     600.00000     181800.00|                            |
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0260 502.261                  19.000  LS  |   40000.00000      40000.00|                            |
  SRRUCTURAL CONCRETE ROADWAY & SIDEWALK  |                            |                            |
  SLAB ON CONCRETE BRIDGES                |                            |                            |
0270 502.31                   22.000  LS  |   12000.00000      12000.00|                            |
  STRUCTURAL CONCRETE APPROACH SLABS      |                            |                            |
0280 502.36                    1.000  LS  |    6000.00000       6000.00|                            |
  STRUCTURAL CONCRETE, EXISTING STRUCTURE |                            |                            |
  MODIFICATION                            |                            |                            |
0290 502.49                   23.000  LS  |   30000.00000      30000.00|                            |
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0300 502.56                  170.000  M3  |     350.00000      59500.00|                            |
  CONCRETE FILL                           |                            |                            |
0310 503.12                18400.000  KG  |       1.50000      27600.00|                            |
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0320 503.13                18400.000  KG  |       0.60000      11040.00|                            |
  REINFORCING STEEL, PLACING              |                            |                            |
0330 504.069                   2.000  EA  |     175.00000        350.00|                            |
  CONCRETE PIPE TIES                      |                            |                            |
0340 508.13                  224.000  LS  |    8000.00000       8000.00|                            |
  MEMBRANE WATERPROOFING                  |                            |                            |
0350 510.10                           LUMP|  175000.00000     175000.00|                            |
  SPECIAL DETOUR_____(M) ROADWAY WIDTH    |                            |                            |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                            |                            |
  SEPARATED                               |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 11
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0360 511.07                           LUMP|    5000.00000       5000.00|                            |
  COFFERDAM:                              |                            |                            |
0370 512.081                  68.000  LS  |    7500.00000       7500.00|                            |
  FRENCH DRAINS                           |                            |                            |
0380 514.06                    2.000  EA  |     500.00000       1000.00|                            |
  CURING BOX FOR CONCRETE CYLINDERS       |                            |                            |
0390 515.21                   47.000  LS  |    1200.00000       1200.00|                            |
  PROTECTIVE COATING FOR CONCRETE SURFACE |                            |                            |
0400 525.26                   14.000  M2  |     500.00000       7000.00|                            |
  REPOINTING GRANITE MASONRY              |                            |                            |
0410 526.301                 165.000  LS  |   15000.00000      15000.00|                            |
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0420 534.70                    1.000  LS  |  190000.00000     190000.00|                            |
  PRECAST STRUCTURAL CONCRETE ARCH        |                            |                            |
0430 601.22                  130.000  M3  |     200.00000      26000.00|                            |
  GABIONS, PVC COATED                     |                            |                            |
0440 603.159                 277.000  M   |     125.00000      34625.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0450 603.16                  250.000  M   |      90.00000      22500.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0460 603.169                  51.000  M   |     130.00000       6630.00|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0470 603.17                   41.000  M   |     100.00000       4100.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0480 603.175                  42.000  M   |     140.00000       5880.00|                            |
  450 MM RCP CLASS III                    |                            |                            |
0490 603.1752                 32.000  M   |     160.00000       5120.00|                            |
  450 MM RCP CLASS IV                     |                            |                            |
0500 603.179                 424.000  M   |     140.00000      59360.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0510 603.199                 122.000  M   |     190.00000      23180.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0520 603.215                  39.000  M   |     325.00000      12675.00|                            |
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0530 603.76                    4.000  EA  |     375.00000       1500.00|                            |
  300 MM INLET GRATE UNIT                 |                            |                            |
0540 603.77                    4.000  EA  |     400.00000       1600.00|                            |
  375 MM INLET GRATE UNIT                 |                            |                            |
0550 603.78                    5.000  EA  |     425.00000       2125.00|                            |
  450 MM INLET GRATE UNIT                 |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 12
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 603.80                    1.000  EA  |     600.00000        600.00|                            |
  600 MM INLET GRATE UNIT                 |                            |                            |
0570 604.092                  28.000  EA  |    2400.00000      67200.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0580 604.15                    6.000  EA  |    2600.00000      15600.00|                            |
  MANHOLE                                 |                            |                            |
0590 604.243                   1.000  EA  |    1500.00000       1500.00|                            |
  CATCH BASIN TYPE F3-C                   |                            |                            |
0600 604.245                   2.000  EA  |    1500.00000       3000.00|                            |
  CATCH BASIN TYPE F4-C                   |                            |                            |
0610 604.247                   2.000  EA  |    1500.00000       3000.00|                            |
  CATCH BASIN TYPE F5-C                   |                            |                            |
0620 604.249                   2.000  EA  |    1500.00000       3000.00|                            |
  CATCH BASIN TYPE F6-C                   |                            |                            |
0630 604.262                   8.000  EA  |    2400.00000      19200.00|                            |
  CATCH BASIN TYPE B5-C                   |                            |                            |
0640 605.09                 1800.000  M   |      70.00000     126000.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0650 605.10                   24.000  M   |      70.00000       1680.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0660 605.11                  772.000  M   |      92.00000      71024.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0670 605.12                  178.000  M   |     100.00000      17800.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0680 605.13                  188.000  M   |     110.00000      20680.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0690 606.15                 1277.000  M   |      50.00000      63850.00|                            |
  GUARDRAIL TYPE 3A - SINGLE RAIL         |                            |                            |
0700 606.151                 578.000  M   |      52.00000      30056.00|                            |
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0710 606.191                   8.000  M   |      66.00000        528.00|                            |
  GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND   |                            |                            |
  LESS                                    |                            |                            |
0720 606.20                   96.000  M   |      66.00000       6336.00|                            |
  GUARDRAIL TYPE 3A - OVER 4.5 M RADIUS   |                            |                            |
0730 606.201                  89.000  M   |      66.00000       5874.00|                            |
  GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS  |                            |                            |
0740 606.258                  14.000  EA  |    1400.00000      19600.00|                            |
  CABLE RELEASING TERMINAL ANCHORAGE      |                            |                            |
  ASSEMBLY                                |                            |                            |
0750 606.265                   2.000  EA  |      55.00000        110.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 13
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0760 606.266                   2.000  EA  |     110.00000        220.00|                            |
  TERMINAL END - SINGLE RAIL - CORROSION  |                            |                            |
  RESISTANT STEEL                         |                            |                            |
0770 606.35                   42.000  EA  |      25.00000       1050.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0780 606.47                   29.000  EA  |      15.00000        435.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0790 606.74                   31.000  M   |     164.00000       5084.00|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0800 606.79                   14.000  EA  |    1375.00000      19250.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0810 607.24                  102.000  M   |      14.00000       1428.00|                            |
  REMOVE AND RESET FENCE                  |                            |                            |
0820 609.247                   4.000  EA  |      18.00000         72.00|                            |
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0830 609.31                 3460.000  M   |      21.75000      75255.00|                            |
  CURB TYPE 3                             |                            |                            |
0840 610.08                  740.000  M3  |      50.00000      37000.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0850 610.16                 1150.000  M3  |      60.00000      69000.00|                            |
  HEAVY RIPRAP                            |                            |                            |
0860 610.18                    8.000  M3  |      45.00000        360.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0870 612.06                 1150.000  M2  |       4.00000       4600.00|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0880 613.319                 983.000  M2  |       2.00000       1966.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0890 613.339                  95.000  M2  |       6.00000        570.00|                            |
  PERMANENT EROSION CONTROL / TURF        |                            |                            |
  REINFORCEMENT MAT                       |                            |                            |
0900 615.07                 3320.000  M3  |      16.00000      53120.00|                            |
  LOAM                                    |                            |                            |
0910 618.1301                335.000  UN  |      19.00000       6365.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0920 618.1401                390.000  UN  |      14.00000       5460.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0930 618.1411                230.000  UN  |      25.00000       5750.00|                            |
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0940 619.1201                955.000  UN  |       7.00000       6685.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 14
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0950 620.56                  550.000  M2  |       1.25000        687.50|                            |
  DRAINAGE GEOTEXTILE                     |                            |                            |
0960 620.58                 2930.000  M2  |       1.50000       4395.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0970 621.037                  20.000  EA  |     160.00000       3200.00|                            |
  EVERGREEN TREES (1500 MM - 1800 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0980 621.80                           LUMP|    2600.00000       2600.00|                            |
  ESTABLISHMENT PERIOD                    |                            |                            |
0990 627.711               20200.000  M   |       0.50000      10100.00|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
1000 627.76                           LUMP|    8250.00000       8250.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
1010 629.05                   40.000  HR  |      24.00000        960.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
1020 631.111                  20.000  HR  |     175.00000       3500.00|                            |
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
1030 631.12                   60.000  HR  |     100.00000       6000.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
1040 631.172                  60.000  HR  |      48.00000       2880.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
1050 631.18                   20.000  HR  |      32.00000        640.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
1060 631.20                   20.000  HR  |      90.00000       1800.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
1070 631.32                   10.000  HR  |     125.00000       1250.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
1080 637.071                          LUMP|  150000.00000     150000.00|                            |
  DUST CONTROL                            |                            |                            |
1090 639.18                    1.000  EA  |   25000.00000      25000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
1100 639.21                           LUMP|    7500.00000       7500.00|                            |
  TESTING FACILITIES SOILS                |                            |                            |
1110 643.72                           LUMP|   30000.00000      30000.00|                            |
  TEMPORARY TRAFFIC SIGNAL                |                            |                            |
1120 652.31                   40.000  EA  |      75.00000       3000.00|                            |
  TYPE I BARRICADE                        |                            |                            |
1130 652.311                  10.000  EA  |     100.00000       1000.00|                            |
  TYPE II BARRICADE                       |                            |                            |
     LETTING DATE : 06/16/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 06/16/04
                                                                                                                   PAGE : 15
     COUNTIE(S): PISCATAQUIS                            TABULATION OF BIDS
                                            CONTRACT ID : 009200.10
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000649             |(       )                   |(      )
                                          |SARGENT & SARGENT, INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
1140 652.33                  180.000  EA  |      75.00000      13500.00|                            |
  DRUM                                    |                            |                            |
1150 652.34                  180.000  EA  |      20.00000       3600.00|                            |
  CONE                                    |                            |                            |
1160 652.35                  100.000  M2  |     120.00000      12000.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
1170 652.361                 260.000  LS  |   75000.00000      75000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
1180 652.38                 6000.000  HR  |      14.00000      84000.00|                            |
  FLAGGER                                 |                            |                            |
1190 653.22                  110.000  M2  |      20.00000       2200.00|                            |
  50 MM POLYSTYRENE PLASTIC INSULATION    |                            |                            |
1200 656.75                           LUMP|  125000.00000     125000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
1210 657.24                  410.000  UN  |      10.00000       4100.00|                            |
  SEEDING PITS                            |                            |                            |
1220 658.20                  156.000  M2  |       9.00000       1404.00|                            |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
1230 659.10                           LUMP|  724300.00000     724300.00|                            |
  MOBILIZATION                            |                            |                            |
1240 660.21                 1000.000  HR  |       2.00000       2000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
1250 823.011                   5.000  EA  |     175.00000        875.00|                            |
  GATE VALVE BOX, INSTALL ONLY            |                            |                            |
1260 823.332                  20.000  EA  |     125.00000       2500.00|                            |
  GATE VALVE BOX, ADJUST TO GRADE         |                            |                            |
     SECTION TOTALS                       |             $  7,243,530.50|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  7,243,530.50|             $          0.00|              $
====================================================================================================================================