Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 08/02/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/02/06
                                                                                                                   PAGE : 1
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 012696.00                                     COMPLETION DATE : 10/14/06
                                                           =========
   PROJECT(S):  012696.00               LOCATION(S): MARION TWP, BRIDGE CULVERT REPLACEMENTTATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  MARION TWP, BRIDGE CULVERT REPLACEMENT.                                       NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                         $       194,802.50  100.0000%
   2   000010         THOMAS DICENZO, INC.                                                       $       255,000.00  130.9018%
   3   000373         FRANK L WOODWORTH INC.                                                     $       275,545.00  141.4484%
====================================================================================================================================
                                          |(   1  ) 000164              |(   2  ) 000010              |(   3  ) 000373
                                          |C P M CONSTRUCTORS           |THOMAS DICENZO, INC.         |FRANK L WOODWORTH INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   PROJECT ITEMS
                                          |                             |                             |
0010 203.25                 160.000  CY   |      40.00000        6400.00|      40.00000        6400.00|      28.00000        4480.00
  GRANULAR BORROW                         |                             |                             |
0020 304.103                160.000  CY   |      30.00000        4800.00|      40.00000        6400.00|      34.00000        5440.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                             |                             |
  MEASURE)                                |                             |                             |
0030 403.210                130.000  T    |     250.00000       32500.00|     260.00000       33800.00|     250.00000       32500.00
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0040 409.15                  30.000  G    |      25.00000         750.00|      25.00000         750.00|      22.00000         660.00
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0050 509.13               17766.000  LS   |   45000.00000       45000.00|   40000.00000       40000.00|   87500.00000       87500.00
  STEEL STRUCTURAL PLATE ARCH             |                             |                             |
0060 511.07                          LUMP |   20000.00000       20000.00|   91267.50000       91267.50|   66000.00000       66000.00
  COFFERDAM:                              |                             |                             |
0070 606.23                 312.500  LF   |      35.00000       10937.50|      25.00000        7812.50|      28.00000        8750.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0080 606.231                100.000  LF   |      35.00000        3500.00|      28.00000        2800.00|      28.00000        2800.00
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                             |                             |
  LESS                                    |                             |                             |
0090 606.265                  4.000  EA   |      75.00000         300.00|      75.00000         300.00|      40.00000         160.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0100 606.353                  8.000  EA   |      55.00000         440.00|      50.00000         400.00|      35.00000         280.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
     LETTING DATE : 08/02/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/02/06
                                                                                                                   PAGE : 2
     COUNTIE(S): WASHINGTON                             TABULATION OF BIDS
                                            CONTRACT ID : 012696.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000164              |(   2   ) 000010             |(   3  ) 000373
                                          |C P M CONSTRUCTORS           |THOMAS DICENZO, INC.         |FRANK L WOODWORTH INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 610.08                  20.000  CY   |      50.00000        1000.00|      75.00000        1500.00|     100.00000        2000.00
  PLAIN RIPRAP                            |                             |                             |
0120 618.1401                 5.000  UN   |      60.00000         300.00|     100.00000         500.00|     150.00000         750.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0130 619.1201                 5.000  UN   |      60.00000         300.00|     100.00000         500.00|     120.00000         600.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0140 620.58                  30.000  SY   |       5.00000         150.00|       4.00000         120.00|       5.00000         150.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0150 627.76                          LUMP |     100.00000         100.00|     850.00000         850.00|     600.00000         600.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0160 629.05                  20.000  HR   |      30.00000         600.00|      35.00000         700.00|      50.00000        1000.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0170 631.10                   5.000  HR   |      55.00000         275.00|      30.00000         150.00|      75.00000         375.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0180 631.11                   5.000  HR   |      50.00000         250.00|      30.00000         150.00|      60.00000         300.00
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0190 631.12                  20.000  HR   |     130.00000        2600.00|     150.00000        3000.00|     150.00000        3000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0200 631.172                 40.000  HR   |      65.00000        2600.00|      65.00000        2600.00|      80.00000        3200.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0210 652.39                          LUMP |   20000.00000       20000.00|   25000.00000       25000.00|   15000.00000       15000.00
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0220 656.75                          LUMP |    4000.00000        4000.00|    7000.00000        7000.00|   15000.00000       15000.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0230 659.10                          LUMP |   38000.00000       38000.00|   23000.00000       23000.00|   25000.00000       25000.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       194,802.50|           $       255,000.00|           $       275,545.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       194,802.50|           $       255,000.00|           $       275,545.00
====================================================================================================================================