Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 05/11/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/11/05
                                                                                                                   PAGE : 1
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010763.00                                     COMPLETION DATE : 08/31/05
                                                           =========
   PROJECT(S):  STP-1076(300)X          LOCATION(S): Lewiston                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEWISTON, INTERSECTION IMPROVEMENT                                            NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000763         GENDRON & GENDRON, INC.                                                $    162,460.80     100.0000%
   2   000403         PRATT & SONS INC.                                                      $    165,082.80     101.6139%
====================================================================================================================================
                                          |(   1  ) 000763             |(   2  ) 000403             |(      )
                                          |GENDRON & GENDRON, INC.     |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    2.000  EA  |     750.00000       1500.00|     650.00000       1300.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    2.000  EA  |    1000.00000       2000.00|     300.00000        600.00|
  REMOVING STUMP                          |                            |                            |
0030 202.202                 210.000  SY  |      25.00000       5250.00|      31.00000       6510.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                  15.000  SY  |      25.00000        375.00|      31.00000        465.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                  720.000  CY  |      25.00000      18000.00|      18.00000      12960.00|
  COMMON EXCAVATION                       |                            |                            |
0060 203.25                   25.000  CY  |      25.00000        625.00|      38.00000        950.00|
  GRANULAR BORROW                         |                            |                            |
0070 304.10                  360.000  CY  |      30.00000      10800.00|      31.00000      11160.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 403.208                  40.000  T   |     175.00000       7000.00|     215.00000       8600.00|
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                            |                            |
0090 403.209                  30.000  T   |     175.00000       5250.00|     215.00000       6450.00|
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0100 403.213                  95.000  T   |     175.00000      16625.00|     215.00000      20425.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0110 409.15                   40.000  G   |      40.00000       1600.00|      50.00000       2000.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 502.341                   5.000  CY  |     400.00000       2000.00|     960.00000       4800.00|
  STRUCTURAL CONCRETE ROADWAY MEDIAN      |                            |                            |
     LETTING DATE : 05/11/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/11/05
                                                                                                                   PAGE : 2
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010763.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000763             |(   2   ) 000403            |(      )
                                          |GENDRON & GENDRON, INC.     |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 608.253                  32.000  SF  |      30.00000        960.00|      60.00000       1920.00|
  MASONRY PAVER WITH TRUNCATED DOME       |                            |                            |
0140 609.11                  295.000  LF  |      40.00000      11800.00|      22.00000       6490.00|
  VERTICAL CURB TYPE 1                    |                            |                            |
0150 609.12                  117.000  LF  |      45.00000       5265.00|      40.00000       4680.00|
  VERTICAL CURB TYPE 1 - CIRCULAR         |                            |                            |
0160 609.234                  12.000  EA  |     210.00000       2520.00|     143.00000       1716.00|
  TERMINAL CURB TYPE 1 - 4 FOOT           |                            |                            |
0170 609.237                   6.000  EA  |     340.00000       2040.00|     196.00000       1176.00|
  TERMINAL CURB TYPE 1 - 7 FOOT           |                            |                            |
0180 615.0701                260.000  CY  |      40.00000      10400.00|      50.00000      13000.00|
  LOAM - PLAN QUANTITY                    |                            |                            |
0190 618.1301                 20.000  UN  |      60.00000       1200.00|      28.00000        560.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0200 619.1201                 20.000  UN  |      40.00000        800.00|      15.00000        300.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0210 627.711                 680.000  LF  |       1.56000       1060.80|       1.56000       1060.80|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY)            |                            |                            |
0220 627.75                  340.000  SF  |       2.00000        680.00|       2.00000        680.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0230 627.76                           LUMP|    1200.00000       1200.00|    1200.00000       1200.00|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0240 629.05                   20.000  HR  |      40.00000        800.00|      30.00000        600.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0250 631.172                  20.000  HR  |      53.00000       1060.00|      40.00000        800.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0260 631.18                   10.000  HR  |      48.00000        480.00|      33.00000        330.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0270 637.071                          LUMP|    8650.00000       8650.00|     630.00000        630.00|
  DUST CONTROL                            |                            |                            |
0280 639.19                    2.000  EA  |    2500.00000       5000.00|    5200.00000      10400.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0290 652.38                  640.000  HR  |      20.00000      12800.00|      15.00000       9600.00|
  FLAGGER                                 |                            |                            |
0300 652.39                           LUMP|   13400.00000      13400.00|    4000.00000       4000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0310 656.75                           LUMP|    2500.00000       2500.00|    1000.00000       1000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 05/11/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/11/05
                                                                                                                   PAGE : 3
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010763.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000763             |(   2   ) 000403            |(      )
                                          |GENDRON & GENDRON, INC.     |PRATT & SONS INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 657.24                   16.000  UN  |      20.00000        320.00|      20.00000        320.00|
  SEEDING PITS                            |                            |                            |
0330 659.10                           LUMP|    8500.00000       8500.00|   28400.00000      28400.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    162,460.80|             $    165,082.80|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    162,460.80|             $    165,082.80|              $
====================================================================================================================================