Skip Maine state header navigation

Agencies | Online Services | Help
     LETTING DATE : 05/03/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : BUCKSPORT                               TABULATION OF BIDS
                ORLAND
                SURRY                       CONTRACT ID : 009133.00
                DEDHAM                                    =========
                ELLSWORTH
                                        COMPLETION DATE : 08/26/00

   PROJECT(S):  NH-9133(00)E            COUNTIE(S) : HANCOCK                     MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 2 RESURFACING AND GR SAFETY IMPROVEMENTS       ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $    653,618.06     100.0000%
====================================================================================================================================
                                          |(   1  ) 000022             |(      )                    |(      )
                                          |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|   25000.00000      25000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 202.203                 795.000  M2  |      10.00000       7950.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.202                1500.000  M   |       6.50000       9750.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.203                2800.000  M   |       8.00000      22400.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0050 203.25                   10.000  M3  |      40.00000        400.00|                            |
  GRANULAR BORROW                         |                            |                            |
0060 204.41                   20.000  M2  |      25.00000        500.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0070 205.51                   65.000  M2  |      37.00000       2405.00|                            |
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0080 206.07                   10.000  M3  |     220.00000       2200.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0090 304.10                  154.000  M3  |      24.00000       3696.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0100 403.209                  80.000  MG  |      85.00000       6800.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 05/03/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : BUCKSPORT                               TABULATION OF BIDS
                ORLAND
                SURRY                       CONTRACT ID : 009133.00
                DEDHAM                                    =========
                ELLSWORTH
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210                5450.000  MG  |      40.45000     220452.50|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0120 403.212                2000.000  MG  |      40.45000      80900.00|                            |
  HOT MIX ASPHALT 4.75 MM                 |                            |                            |
0130 409.15                 5840.000  L   |       1.25000       7300.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0140 411.10                   15.000  M3  |      45.00000        675.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0150 603.16                   25.000  M   |     130.00000       3250.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.17                   10.000  M   |     145.00000       1450.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.175                  29.260  M   |     285.00000       8339.10|                            |
  450 MM RCP CLASS III                    |                            |                            |
0180 603.195                  10.980  M   |     325.00000       3568.50|                            |
  600 MM RCP CLASS III                    |                            |                            |
0190 603.215                   9.760  M   |     370.00000       3611.20|                            |
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0200 603.7418                  4.880  M   |     270.00000       1317.60|                            |
  REMOVE AND RELAY 450 MM CONCRETE PIPE   |                            |                            |
0210 603.7424                  7.320  M   |     270.00000       1976.40|                            |
  REMOVE AND RELAY 600 MM CONCRETE PIPE   |                            |                            |
0220 605.09                  320.000  M   |      87.00000      27840.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0230 605.10                   24.000  M   |      24.00000        576.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0240 606.17                  172.000  M   |      37.21000       6400.12|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0250 606.1731                  4.000  EA  |     901.37000       3605.48|                            |
  BRIDGE CONNECTION TYPE 1                |                            |                            |
0260 606.178                  20.000  M   |      15.50000        310.00|                            |
  GUARDRAIL BEAM                          |                            |                            |
0270 606.21                   70.200  M   |      42.00000       2948.40|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0280 606.22                   15.200  M   |      37.50000        570.00|                            |
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0290 606.23                   88.000  M   |      35.41000       3116.08|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0300 606.232                  15.200  M   |      39.90000        606.48|                            |
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
     LETTING DATE : 05/03/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : BUCKSPORT                               TABULATION OF BIDS
                ORLAND
                SURRY                       CONTRACT ID : 009133.00
                DEDHAM                                    =========
                ELLSWORTH
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.265                   8.000  EA  |      25.00000        200.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0320 606.35                   44.000  EA  |      20.00000        880.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0330 606.357                 202.000  M   |       8.50000       1717.00|                            |
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0340 606.367                  10.000  EA  |      25.00000        250.00|                            |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0350 606.47                    5.000  EA  |      25.00000        125.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0360 606.754                  20.000  EA  |     710.00000      14200.00|                            |
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0370 606.79                   20.000  EA  |    1239.75000      24795.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0380 609.31                   85.000  M   |      15.00000       1275.00|                            |
  CURB TYPE 3                             |                            |                            |
0390 610.08                   65.000  M3  |      80.00000       5200.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0400 610.18                  400.000  M3  |      47.00000      18800.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0410 613.319                2560.000  M2  |       2.00000       5120.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0420 618.1401                176.000  UN  |       9.95000       1751.20|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0430 619.1201                176.000  UN  |       8.25000       1452.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0440 620.58                 1860.000  M2  |       2.75000       5115.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0450 627.75                   53.650  M2  |      20.00000       1073.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0460 627.76                           LUMP|    4000.00000       4000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0470 629.05                   10.000  MH  |      18.00000        180.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.12                   45.000  HR  |      77.00000       3465.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 05/03/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : BUCKSPORT                               TABULATION OF BIDS
                ORLAND
                SURRY                       CONTRACT ID : 009133.00
                DEDHAM                                    =========
                ELLSWORTH
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.172                  70.000  HR  |      42.00000       2940.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0500 631.32                   10.000  HR  |     130.00000       1300.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0510 639.19                    1.000  EA  |    4000.00000       4000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0520 652.311                  10.000  EA  |      50.00000        500.00|                            |
  TYPE II BARRICADE                       |                            |                            |
0530 652.33                   10.000  EA  |      40.00000        400.00|                            |
  DRUM                                    |                            |                            |
0540 652.34                   60.000  EA  |      20.00000       1200.00|                            |
  CONE                                    |                            |                            |
0550 652.35                   57.000  M2  |      88.00000       5016.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0560 652.36                   90.000  CD  |     125.00000      11250.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0570 652.38                 1500.000  MH  |      15.00000      22500.00|                            |
  FLAGGER                                 |                            |                            |
0580 659.10                           LUMP|   55000.00000      55000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    653,618.06|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    653,618.06|             $              |              $
====================================================================================================================================