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     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 1
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 011038.00                                     COMPLETION DATE : 09/29/06
                                                           =========
   PROJECT(S):  BH-1103(800)X           LOCATION(S): INDIAN TWP, BRIDGE REPLACEMENT MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  INDIAN TWP, BRIDGE REPLACEMENT                                                NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                         $       735,016.50  100.0000%
====================================================================================================================================
                                          |(   1  ) 000164              |(      )                     |(      )
                                          |C P M CONSTRUCTORS           |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   HIGHWAY I
                                          |                             |                             |
0010 202.19                   1.000  LS   |   62000.00000       62000.00|                             |
  REMOVING EXISTING BRIDGE                |                             |                             |
0020 203.20                 510.000  CY   |      20.00000       10200.00|                             |
  COMMON EXCAVATION                       |                             |                             |
0030 203.24                  10.000  CY   |      18.00000         180.00|                             |
  COMMON BORROW                           |                             |                             |
0040 203.25                 190.000  CY   |      42.00000        7980.00|                             |
  GRANULAR BORROW                         |                             |                             |
0050 304.10                 550.000  CY   |      28.00000       15400.00|                             |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0060 403.207                101.000  T    |     190.00000       19190.00|                             |
  HOT MIX ASPHALT 19.0 MM HMA             |                             |                             |
0070 403.210                100.000  T    |     190.00000       19000.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0080 403.213                110.000  T    |     190.00000       20900.00|                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0090 409.15                  10.000  G    |      55.00000         550.00|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0100 510.10                          LUMP |   90000.00000       90000.00|                             |
  SPECIAL DETOUR_____ROADWAY WIDTH        |                             |                             |
  VEHICULAR & PEDESTRIAN TRAFFIC NOT      |                             |                             |
  SEPARATED                               |                             |                             |
0110 511.07                          LUMP |   25000.00000       25000.00|                             |
  COFFERDAM: Downstream                   |                             |                             |
0120 511.07                          LUMP |   25000.00000       25000.00|                             |
  COFFERDAM: Upstream                     |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 2
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 011038.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164              |(       )                    |(      )
                                          |C P M CONSTRUCTORS           |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0130 526.301                 90.000  LS   |    8000.00000        8000.00|                             |
  TEMPORARY CONCRETE BARRIER TYPE I       |                             |                             |
0140 534.71                   1.000  LS   |  160000.00000      160000.00|                             |
  PRECAST CONCRETE BOX CULVERT            |                             |                             |
0150 606.24                1012.500  LF   |      15.00000       15187.50|                             |
  GUARDRAIL TYPE 3D - SINGLE RAIL         |                             |                             |
0160 606.241                 25.000  LF   |      17.00000         425.00|                             |
  GUARDRAIL TYPE 3D - 15 FOOT RADIUS AND  |                             |                             |
  LESS                                    |                             |                             |
0170 606.265                  1.000  EA   |      60.00000          60.00|                             |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0180 606.353                  8.000  EA   |      30.00000         240.00|                             |
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0190 606.363                913.000  LF   |       3.00000        2739.00|                             |
  GUARDRAIL REMOVE AND DISPOSE            |                             |                             |
0200 606.754                  2.000  EA   |    2500.00000        5000.00|                             |
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                             |                             |
  TERMINAL                                |                             |                             |
0210 606.79                   3.000  EA   |    2500.00000        7500.00|                             |
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0220 610.08                 130.000  CY   |      55.00000        7150.00|                             |
  PLAIN RIPRAP                            |                             |                             |
0230 613.319                460.000  SY   |       3.00000        1380.00|                             |
  EROSION CONTROL BLANKET                 |                             |                             |
0240 615.07                  40.000  CY   |      75.00000        3000.00|                             |
  LOAM                                    |                             |                             |
0250 618.1401                 7.000  UN   |      60.00000         420.00|                             |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0260 619.1201                 7.000  UN   |      60.00000         420.00|                             |
  MULCH - PLAN QUANTITY                   |                             |                             |
0270 620.58                 160.000  SY   |       7.00000        1120.00|                             |
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0280 627.711               1000.000  LF   |       3.00000        3000.00|                             |
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY)            |                             |                             |
0290 629.05                  10.000  HR   |      40.00000         400.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0300 631.12                  10.000  HR   |     125.00000        1250.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
     LETTING DATE : 04/19/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 04/19/06
                                                                                                                   PAGE : 3
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 011038.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164              |(       )                    |(      )
                                          |C P M CONSTRUCTORS           |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0310 631.172                 15.000  HR   |      55.00000         825.00|                             |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0320 631.36                  10.000  HR   |      45.00000         450.00|                             |
  FOREPERSON                              |                             |                             |
0330 635.14                1100.000  SF   |      50.00000       55000.00|                             |
  PREFABRICATED CONCRETE MODULAR GRAVITY  |                             |                             |
  WALL                                    |                             |                             |
0340 637.071                         LUMP |    2000.00000        2000.00|                             |
  DUST CONTROL                            |                             |                             |
0350 639.18                   1.000  EA   |   11000.00000       11000.00|                             |
  FIELD OFFICE TYPE A                     |                             |                             |
0360 643.72                          LUMP |   30000.00000       30000.00|                             |
  TEMPORARY TRAFFIC SIGNAL                |                             |                             |
0370 652.38                 225.000  HR   |      18.00000        4050.00|                             |
  FLAGGER                                 |                             |                             |
0380 652.39                          LUMP |   22000.00000       22000.00|                             |
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0390 656.75                          LUMP |    5000.00000        5000.00|                             |
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0400 659.10                          LUMP |   92000.00000       92000.00|                             |
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       735,016.50|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       735,016.50|           $                 |           $
====================================================================================================================================