Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 08/04/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/04/04
                                                                                                                   PAGE : 1
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 008966.00                                     COMPLETION DATE : 11/19/04
                                                           =========
   PROJECT(S):  SB-ME-99(005)           LOCATION(S): RANGELEY                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  RANGELEY, SCENIC OVERLOOK                                                     NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000460         M & H LOGGING AND CONSTRUCTION                                         $    236,487.18     100.0000%
   2   000241         E L VINING & SON INC.                                                  $    293,617.00     124.1577%
====================================================================================================================================
                                          |(   1  ) 000460             |(   2  ) 000241             |(      )
                                          |M & H LOGGING AND CONSTRUCT |E L VINING & SON INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   SCENIC ENHANCEMENT ITEMS
                                          |                            |                            |
0010 201.11                    1.000  AC  |    1000.00000       1000.00|    2000.00000       2000.00|
  CLEARING                                |                            |                            |
0020 201.23                    1.000  EA  |     100.00000        100.00|     250.00000        250.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    1.000  EA  |     100.00000        100.00|     200.00000        200.00|
  REMOVING STUMP                          |                            |                            |
0040 203.20                 5150.000  CY  |       2.00000      10300.00|       6.00000      30900.00|
  COMMON EXCAVATION                       |                            |                            |
0050 203.21                   10.000  CY  |     100.00000       1000.00|     100.00000       1000.00|
  ROCK EXCAVATION                         |                            |                            |
0060 203.24                 6010.000  CY  |       9.00000      54090.00|      13.50000      81135.00|
  COMMON BORROW                           |                            |                            |
0070 304.104                 835.000  CY  |      10.00000       8350.00|      20.00000      16700.00|
  AGGREGATE SUBBASE COURSE (PLAN QUANTITY |                            |                            |
0080 403.208                 160.000  T   |     112.19000      17950.40|      96.90000      15504.00|
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0090 403.213                 160.000  T   |     112.19000      17950.40|      96.90000      15504.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0100 409.15                   50.000  G   |       9.45000        472.50|       8.50000        425.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 411.131                1785.000  SF  |       1.15000       2052.75|       0.50000        892.50|
  STONE DUST SURFACE COURSE               |                            |                            |
0120 525.326                 495.000  SF  |      70.84000      35065.80|      60.00000      29700.00|
  FIELD STONE RETAINING WALL              |                            |                            |
     LETTING DATE : 08/04/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/04/04
                                                                                                                   PAGE : 2
     COUNTIE(S): FRANKLIN                               TABULATION OF BIDS
                                            CONTRACT ID : 008966.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000460             |(   2   ) 000241            |(      )
                                          |M & H LOGGING AND CONSTRUCT |E L VINING & SON INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 603.169                 147.000  LF  |      30.00000       4410.00|      30.00000       4410.00|
  15 INCH CULVERT PIPE OPTION III         |                            |                            |
0140 608.08                    6.000  SY  |     166.67000       1000.02|     120.00000        720.00|
  REINFORCED CONCRETE SIDEWALK            |                            |                            |
0150 609.11                  188.000  LF  |      22.18000       4169.84|      27.00000       5076.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0160 609.12                   32.000  LF  |      27.03000        864.96|      45.00000       1440.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0170 609.237                   4.000  EA  |     195.30000        781.20|     300.00000       1200.00|
  TERMINAL CURB TYPE 1 - 7 FOOT           |                            |                            |
0180 610.111                  95.000  CY  |      95.00000       9025.00|      70.00000       6650.00|
  STONE REVETMENT                         |                            |                            |
0190 610.18                   36.000  CY  |      45.00000       1620.00|      35.00000       1260.00|
  STONE DITCH PROTECTION                  |                            |                            |
0200 615.07                  170.000  CY  |      45.00000       7650.00|      25.00000       4250.00|
  LOAM                                    |                            |                            |
0210 618.1401                 28.000  UN  |      25.76000        721.28|      30.00000        840.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0220 619.1201                 28.000  UN  |      15.68000        439.04|      10.00000        280.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0230 627.711                 400.000  LF  |       1.12000        448.00|       2.00000        800.00|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE                            |                            |                            |
0240 627.75                  120.000  SF  |       5.60000        672.00|       5.00000        600.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0250 652.39                           LUMP|    4000.00000       4000.00|    5000.00000       5000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0260 656.75                           LUMP|    2000.00000       2000.00|   10000.00000      10000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0270 659.10                           LUMP|   50253.99000      50253.99|   56880.50000      56880.50|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    236,487.18|             $    293,617.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    236,487.18|             $    293,617.00|              $
====================================================================================================================================