Name of work: Construction of a retaining wall at


                                                    Detailed              Estimate.


S.No.
   Description of work.                             No.          Measurements                Contents
                                                           L.      B      D
  1 Earthwork excavation in all clauses of
    soils with intial lead and lift as per SS 20B
    For foundation.

    Wall foundation.                                   1        45.00         1.40    0.75           47.25




  2 Cement concrete 1:4:8 mix using 40mm
    ISS HBG metal including all cost and
    conveyance and all materials etc.complete.

    Wall foundation                                    1        45.00         1.40     0.3           18.90




  3 Cement concree 1:3:6 mix suing 40mm
    ISS HBG metal including all cost and
    conveyance and all materials etc. complete
    including centering charges.

    I st footing                                       1        45.00         1.25    0.45           25.31

    Iind footing                                       1        45.00          0.78   2.00           69.75
                                                                        average
                                                                                                     95.06

  4 Plastering with cement mortar 1:5, mix
    20mm thick including all cost and
    conveyance etc. complete.

    Top of wall                                        1        45.00         0.45                   20.25



  5 Collection and supply of well murambu
    from an average lead of 1KM including
    all cost and conveyance and laying the
    same as per standard specifications.

    Side of wall                                       1        45.00         2.00     0.6           54.00




  6 Contigencies and other unfroseen
    charges.                                                                                 L.S..
Contents
Name of work:Construction of Flood Protective wall/retaining wall at


                            ABSTRACT ESTIMATE .


S.No.    Description of work                             Quantity
                                                                Rate     Per     Amount

        1 Earthwork excavation in all clauses of
         soils with intial lead and lift as per SS 20B     47.25       52 1cum     2457
         For foundation.


        2 Cement concrete 1:4:8 mix using 40mm
         ISS HBG metal including all cost and
         conveyance and all materials etc.complete.        18.90   ### 1cum       31567

        3 Cement concree 1:3:6 mix suing 40mm
         ISS HBG metal including all cost and
         conveyance and all materials etc. complete
         including centering charges.                      95.06   ### 1cum      177041

        4 Plastering with cement mortar 1:5, mix
         20mm thick including all cost and
         conveyance etc. complete.                         20.25 110.12 1sqm       2230

        5 Collection and supply of well murambu
         from an average lead of 1KM including
         all cost and conveyance and laying the
         same as per standard specifications.              54.00   96.25 1cum      5198

        6 Contigencies and other unfroseen                               L.S.       508
         charges.




         total:                                                                  219000
SPECIFICATION REPORT TO ACCAMPANY THE ESTIMATE FOR THE WORK

OF CON STRUCTION OF A PROTACTIVE WALL/RETAINING WALL AT




                                           Estimate Amount:Rs.        219000


It is proposed to construction of a protective wall/retaining wall
near by odai at
                                           as per the District Collector
Proceedings No:                   Dated                     adopting

the current schedule of rates year the _10 under
                         the for 2009

                         scheme 2009_10.


The following provisions are made in this estimate.

      1 Earthwork excavation as per SS 20 for foundation to a depth of
        0.75m and to a wdith of       1.40 m
      2 Cement coincrete 1:4:8 mix using 40mm ISS HBG metal will be
        laid for 0.30m thick
      3 Cement concrete 1:3:6 mix using 40mm ISS HBG metal will be laid
        for Ist footing and superstructure as shown in the drawing.
      4 The top of the wall will be plastered with CM1:5,20mm thick.
      5 The side of the wall will be filled with well murambu as per
        standardspecifications


On sanction of this estimate the work will be executed as per the standard
specifications and other relevant circulars in force.
l be laid

Flood wall estimate

  • 1.
    Name of work:Construction of a retaining wall at Detailed Estimate. S.No. Description of work. No. Measurements Contents L. B D 1 Earthwork excavation in all clauses of soils with intial lead and lift as per SS 20B For foundation. Wall foundation. 1 45.00 1.40 0.75 47.25 2 Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all materials etc.complete. Wall foundation 1 45.00 1.40 0.3 18.90 3 Cement concree 1:3:6 mix suing 40mm ISS HBG metal including all cost and conveyance and all materials etc. complete including centering charges. I st footing 1 45.00 1.25 0.45 25.31 Iind footing 1 45.00 0.78 2.00 69.75 average 95.06 4 Plastering with cement mortar 1:5, mix 20mm thick including all cost and conveyance etc. complete. Top of wall 1 45.00 0.45 20.25 5 Collection and supply of well murambu from an average lead of 1KM including all cost and conveyance and laying the same as per standard specifications. Side of wall 1 45.00 2.00 0.6 54.00 6 Contigencies and other unfroseen charges. L.S..
  • 2.
  • 3.
    Name of work:Constructionof Flood Protective wall/retaining wall at ABSTRACT ESTIMATE . S.No. Description of work Quantity Rate Per Amount 1 Earthwork excavation in all clauses of soils with intial lead and lift as per SS 20B 47.25 52 1cum 2457 For foundation. 2 Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all materials etc.complete. 18.90 ### 1cum 31567 3 Cement concree 1:3:6 mix suing 40mm ISS HBG metal including all cost and conveyance and all materials etc. complete including centering charges. 95.06 ### 1cum 177041 4 Plastering with cement mortar 1:5, mix 20mm thick including all cost and conveyance etc. complete. 20.25 110.12 1sqm 2230 5 Collection and supply of well murambu from an average lead of 1KM including all cost and conveyance and laying the same as per standard specifications. 54.00 96.25 1cum 5198 6 Contigencies and other unfroseen L.S. 508 charges. total: 219000
  • 4.
    SPECIFICATION REPORT TOACCAMPANY THE ESTIMATE FOR THE WORK OF CON STRUCTION OF A PROTACTIVE WALL/RETAINING WALL AT Estimate Amount:Rs. 219000 It is proposed to construction of a protective wall/retaining wall near by odai at as per the District Collector Proceedings No: Dated adopting the current schedule of rates year the _10 under the for 2009 scheme 2009_10. The following provisions are made in this estimate. 1 Earthwork excavation as per SS 20 for foundation to a depth of 0.75m and to a wdith of 1.40 m 2 Cement coincrete 1:4:8 mix using 40mm ISS HBG metal will be laid for 0.30m thick 3 Cement concrete 1:3:6 mix using 40mm ISS HBG metal will be laid for Ist footing and superstructure as shown in the drawing. 4 The top of the wall will be plastered with CM1:5,20mm thick. 5 The side of the wall will be filled with well murambu as per standardspecifications On sanction of this estimate the work will be executed as per the standard specifications and other relevant circulars in force.
  • 5.