Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 04/19/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : THOMASTON                               TABULATION OF BIDS
                SOUTH THOMASTON
                                            CONTRACT ID : 008478.00
                                                          =========

                                        COMPLETION DATE : 07/29/00

   PROJECT(S):  STP-8478(00)X           COUNTIE(S) : KNOX                        MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 2 RESURFACING                                  ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000050         MARRINERS, INC.                                                        $    527,551.08     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $    531,655.18     100.7780%
====================================================================================================================================
                                          |(   1  ) 000050             |(   2  ) 000022             |(      )
                                          |MARRINERS, INC.             |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|   30000.00000      30000.00|   20000.00000      20000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 202.203                 170.000  M2  |      12.00000       2040.00|       8.00000       1360.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.202                4495.000  M   |       6.50000      29217.50|       5.60000      25172.00|
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.203                2844.000  M   |       7.00000      19908.00|       6.90000      19623.60|
  DITCH EXCAVATION                        |                            |                            |
0050 204.41                12516.000  M2  |       4.00000      50064.00|       4.25000      53193.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 403.209                  90.000  MG  |      85.00000       7650.00|      85.00000       7650.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0070 403.210                3810.000  MG  |      38.00000     144780.00|      40.25000     153352.50|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.211                2550.000  MG  |      39.00000      99450.00|      40.25000     102637.50|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0090 409.15                 2840.000  L   |       1.00000       2840.00|       1.10000       3124.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 411.10                  121.000  M3  |      40.00000       4840.00|      35.00000       4235.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
     LETTING DATE : 04/19/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : THOMASTON                               TABULATION OF BIDS
                SOUTH THOMASTON
                                            CONTRACT ID : 008478.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000050             |(   2   ) 000022            |(      )
                                          |MARRINERS, INC.             |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 411.12                    1.000  MG  |      40.00000         40.00|      55.00000         55.00|
  CRUSHED STONE SURFACE                   |                            |                            |
0120 603.16                   50.000  M   |     125.00000       6250.00|     130.00000       6500.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0130 603.17                   50.000  M   |     145.00000       7250.00|     142.00000       7100.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.219                  19.000  M   |     250.00000       4750.00|     275.00000       5225.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0150 604.161                   1.000  EA  |     600.00000        600.00|     600.00000        600.00|
  ALTERING CATCH BASIN                    |                            |                            |
0160 604.182                   1.000  EA  |     200.00000        200.00|     250.00000        250.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0170 606.47                   50.000  EA  |      40.00000       2000.00|      40.00000       2000.00|
  SINGLE WOOD POST                        |                            |                            |
0180 609.31                  240.000  M   |      15.00000       3600.00|      15.00000       3600.00|
  CURB TYPE 3                             |                            |                            |
0190 610.08                   50.000  M3  |      80.00000       4000.00|      75.00000       3750.00|
  PLAIN RIPRAP                            |                            |                            |
0200 610.18                  140.000  M3  |      55.00000       7700.00|      60.00000       8400.00|
  STONE DITCH PROTECTION                  |                            |                            |
0210 613.319                1830.000  M2  |       2.00000       3660.00|       1.85000       3385.50|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0220 618.1301                 90.000  UN  |      14.80000       1332.00|      13.45000       1210.50|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0230 618.1401                210.000  UN  |      14.30000       3003.00|      13.00000       2730.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0240 619.1201                300.000  UN  |       8.20000       2460.00|       7.45000       2235.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0250 627.75                    4.000  M2  |     129.12000        516.48|     129.12000        516.48|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0260 627.76                           LUMP|    2600.00000       2600.00|    4000.00000       4000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0270 629.05                   10.000  MH  |      20.00000        200.00|      20.00000        200.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0280 631.12                   20.000  HR  |      90.00000       1800.00|      85.00000       1700.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0290 631.172                  10.000  HR  |      45.00000        450.00|      42.00000        420.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 04/19/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : THOMASTON                               TABULATION OF BIDS
                SOUTH THOMASTON
                                            CONTRACT ID : 008478.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000050             |(   2   ) 000022            |(      )
                                          |MARRINERS, INC.             |THE LANE CONSTRUCTION CORP. |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.18                    5.000  HR  |      50.00000        250.00|      25.00000        125.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0310 631.32                   10.000  HR  |     130.00000       1300.00|      80.00000        800.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0320 639.19                    1.000  EA  |    4500.00000       4500.00|    4000.00000       4000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0330 652.31                   10.000  EA  |      45.00000        450.00|      32.00000        320.00|
  TYPE I BARRICADE                        |                            |                            |
0340 652.33                   10.000  EA  |      45.00000        450.00|      32.00000        320.00|
  DRUM                                    |                            |                            |
0350 652.34                   50.000  EA  |      20.00000       1000.00|      24.00000       1200.00|
  CONE                                    |                            |                            |
0360 652.35                   67.000  M2  |      90.00000       6030.00|      85.00000       5695.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0370 652.36                   70.000  CD  |     125.00000       8750.00|     105.00000       7350.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0380 652.38                 1500.000  MH  |      14.00000      21000.00|      14.00000      21000.00|
  FLAGGER                                 |                            |                            |
0390 658.20                   26.000  M2  |      23.85000        620.10|      23.85000        620.10|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0400 659.10                           LUMP|   40000.00000      40000.00|   46000.00000      46000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    527,551.08|             $    531,655.18|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    527,551.08|             $    531,655.18|              $
====================================================================================================================================