Mts by qingyunliuliu

VIEWS: 134 PAGES: 267

									 NAME OF WORK:- CONSTRUCTION OF ASHRAMSHALLA CAMPUS AT GOHE
                   TAL. AMBEGAON DIST.PUNE

                              MEASUREMENTS
SR.
                  ITEM OF WORK               No          L              B          H           QTY         UNIT
No.
      ITEM NO. 01
 1 Excavation for foundation in earth, soil of all types sand, gravel and soft murum,
      including removing the excavated materials up to a distance of 50m. beyond the
      building area & stackinh and spreading as directed, dewatering, preparing the bed
      for the foundation and necessary back filling , ramming, watering including and
      strutting etc. complete.( lift upto 1.5 m.)
      Column footing                F 111 ×             1.5      ×    1.28   ×    0.3     =   63.94
                                    1
                                    F 58 ×              1.4           1.33   ×    0.3     =   32.40
      Ground Beam-C1-C2, C2-C3, C3- 2 3 ×              2.935          0.23   ×    0.15    =    0.30
      C4.
      C4-C8,C1-C5,                     2 ×              6.5           0.23   ×    0.15    =    0.45
      C6,8-C13,C5,6-C12                      2    ×     1.8           0.23   ×    0.15    =    0.12
      C13-C14,C9-C10,C11-C12,C15-
      C16,C158-C159,C160-                    8    ×     6.75          0.23   ×    0.15    =    1.86
      C161,C162-C163,C164-C165
      C10-C11,C14-C15,C159-                  4    ×    3.133          0.23   ×    0.15    =    0.43
      C160,C163-C164
      C16-C17,C16-C26,C165-
                                             4    ×     2.52          0.23   ×    0.15    =    0.35
      C152,C158-C157
      C17-C27,C26-C32,C147-
                                             4    ×     2.23          0.23   ×    0.4     =    0.82
      C152,C148-CC142
      C27-C33,C32-C36,C47-C51,C50-
      C56,C123-C127,C118-                    8    ×    2.869          0.23   ×    0.15    =    0.79
      C124,C132-C142,C141-C147
      C33-C37,C37-C47,C51-C59,C36-
      C46,C46-C50,C56-C66,C107-
                                             12   ×     2.2           0.23   ×    0.15    =    0.91
      C118,C124-C128,C128-
      C138,C114-C123,C127-
      C137,C137-C141
      C66-C67,                               1    ×    1.705          0.23   ×    0.15    =    0.06
      C67-C68,C115-C116                      2    ×    2.842          0.23   ×    0.15    =    0.20
      C69-C85,C57-C78                        2    ×     3.48          0.23   ×    0.15    =    0.24
      C85-C104,C78-C92                       2    ×     4.23          0.23   ×    0.15    =    0.29
      C104-C112,C92-C105                     2    ×     2.35          0.23   ×    0.15    =    0.16
      C114-C115                              1    ×     2.78          0.23   ×    0.15    =    0.10
      C168-C169                              1    ×     6.6           0.23   ×    0.15    =    0.23
      C166-C168,C167-C169                    2    ×     6.61          0.23   ×    0.15    =    0.46
      C116-C117,C68-C69                      2    ×     2.33          0.23   ×    0.15    =    0.16
      C161-C166,C162-C167                    2    ×    0.719          0.23   ×    0.15    =    0.05
                                                                                 Total    =   104.32       Cum
      ITEM NO. 02
 2 Excavation for foundation in hard murum including removing the excavated
      materials up to a distance of 50m. beyond the building area & stackinh and
      spreading as directed, dewatering, preparing the bed for the foundation and
      necessary back filling , ramming, watering including and strutting etc. complete. (
      Lift upto 1.5 M.)                  F 111 ×         1.5      × 1.28 ×         0.4    =   85.25
                                         1
                                         F 58 ×          1.4      × 1.33 ×         0.4    =   43.20
                                         2                                       Total    =   128.45       Cum




                                                                                                      Mts-GF-Page 1
SR.
                     ITEM OF WORK             No          L             B           H            QTY         UNIT
No.
      ITEM NO.03
 3 Excavation for foundation in hard murum and boulders including removing the
      excavated materials up to a distance of 50m. beyond the building area & stackinh
      and spreading as directed, dewatering, preparing the bed for the foundation and
      necessary back filling , ramming, watering including and strutting etc. complete. (
      Column footing                     F 111 ×          1.5      × 1.28 × 0.55 =              117.22
                                         1
                                         F 58 ×           1.4      × 1.33 × 0.55 =              59.40
                                         2                                         Total =      176.61       Cum
      ITEM NO.04
 4 Excavation for foundation in hard soft and old cement and lime masonry
      foundations including removing the excavated materials up to distance of 50
      meters beyond the building area and stacking as directed including dewatering,
      preparing the bed for the found. (lift up to 105 m)
      Column footing                       F1 111 ×       1.5 ×     1.28  × 0.15     =          31.97
                                         F2 58     ×     1.4      ×    1.33   ×    0.15     =   16.20
                                                                                  Total     =   48.17        Cum
      ITEM NO.05
 5 Excavation for foundation in hard rock by controlled blasting including trimming
      and leveling the bed by cheiselling where necessary and removing the excavated
      materials and stacking it in measurable heaps form the building area including =
      dewatering and back filling with available earth, murum, watering ramming
      completed.     (   Lift   upto     1.5   M.)                Token     provision
                                                                                                        5    Cum
      5.00        Cum
      ITEM NO.06
 6    Providing and laying in situ cement concrete 1:4:8 of trap / granite / qquartzite /
      gness metal for foundation and bedding including bailing out water, formwork,
      compacting and curing complete.             [Spec.No Bd.E.1 Page No.287]

      Column footing                     F 111 ×         1.5      ×    1.28   ×    0.15     =   31.97
                                         1
                                         F 58 ×          1.4      ×    1.33   ×    0.15     =   16.20
      Bedding                            2     ×                  ×           ×                 48.17
      Library                             -   1    ×    9.15      ×    6.5    ×    0.1      =    5.95
      Corridor 1.8m wide C and C1         -   2    ×    40.31     ×    1.8    ×    0.1      =   14.51
      Triangular portion 4*1/2            -   2    ×    2.03      ×    2.09   ×    0.1      =   20.46
      Triangular portion 16*1/2           -   8    ×    2.25      ×    2.25   ×    0.1      =    4.05
      Triangular portion 12*1/2           -   6    ×     1.5      ×    1.5    ×    0.1      =    1.35
      Corridor 3.6m wide                  -   1    ×    37.44     ×    3.6    ×    0.1      =    5.40
      Corridor       1.8m   wide    near -    4    ×    16.96     ×    1.8    ×    0.1      =   12.21
      courtyard                           -   2         10.52          1.8         0.1      =    3.79
                                                   ×              ×           ×
      Class room and Labs                 -   13   ×    9.15      ×    6.5    ×    0.1      =   16.00
      Deduction 13*4*1/2                  -   -26 ×      1.5      ×    1.5    ×    0.1      =   -5.85
      HM room, Teacher's room             -   4    ×     6.5      ×    4.5    ×    0.1      =   11.70
      Deduction 4*2*1/2                   -   -4   ×     1.5      ×    1.5    ×    0.1      =   -0.90
      Entrance                            -   1    ×    6.83      ×    2.03   ×    0.1      =    1.39
                                          -   1    ×    6.83      ×    1.5    ×    0.1      =    1.02
      Girls Toilet                        -   1    ×    6.15      ×    3.25   ×    0.1      =    2.41
      Staff Toilet                        -   1    ×    4.35      ×    2.25   ×    0.1      =    0.98
      Stair Case                          -   1    ×    6.44      ×    2.35   ×    0.1      =    1.51
      BoysToilet                          -   1    ×     7.2      ×    3.25   ×    0.1      =    2.49
      Staff Toilet                        -   1    ×    4.35      ×    2.25   ×    0.1      =    0.98
      Store room                          -   1    ×     6.6      ×    2.35   ×    0.1      =    1.55
      For retaining wall                      1    ×    56.2      ×   0.975   ×    0.15     =    8.22
                                                                                  Total     =   205.56       Cum
      ITEM NO.07




                                                                                                        Mts-GF-Page 2
SR.
                   ITEM OF WORK             No           L             B           H         QTY          UNIT
No.
 7 Providing and fixing Plastic Cover Blocks of required size at 27 Nos. in per 10
      sq.m. to reinforcement to give a clear cover of 15 mm in RCC Slab complete.
      Spec. No. As directed by Engineer in charge
      No. of cover blocks required                                                       =   71.05        Cum
      ITEM NO.08
 8 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. work in foundations like raft, strips, foundations and
      footing of R.C.C. column and steel stanchions etc. including bailing out water,
      centering, formwork, compacting and curing and roughening the surface if special
      finish is to be provided ( Excluding reinforcement & structural steel) complete.
      Column footing                    F 111 ×        1.35      ×   1.13    ×    0.4    =   67.73
                                        1
                                        F 58 ×          1.1      ×   1.03    ×    0.3    =   19.71
                                        2                                        Total   =   87.45        Cum
      ITEM NO.09
 9 Providing and fixing Plastic Cover Blocks of required size at1.5 m c/cnear the
      edge of each side and at centre when the width is more than 75 cm to
      reinforcement to give a clear cover of 40 to 65 mm from all sides in RCC Column
      complete .Spec. No.:As directed by engineer in charge.
      No. of cover blocks required                                                    =      30.12        Cum
      ITEM NO.10
10 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. column as per detailed drawing and design, or as directed
      including centering, formwork, compacting and roughening the surface if special
      finish is to be provided and curing complete. ( Excluding reinforcement )
      Columns upto plinth level
      C1(F1)                                12   ×     0.23      ×   0.45    ×   3.25    =   4.04
      C2(F1)                               100 ×       0.23      ×   0.45    ×   3.25    =   33.64
      C2(F2)                                17   ×     0.23      ×    0.3    ×   3.25    =   3.81
      C3(F2)                                40   ×     0.23      ×   0.45    ×   3.25    =   13.46
                                                                                 Total   =   54.94        Cum




                                                                                                     Mts-GF-Page 3
SR.
                   ITEM OF WORK              No          L              B          H           QTY          UNIT
No.
      ITEM NO.11
11 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. beams and lintels as per detailed drawing and design, or
      as directed including centering, formwork, compacting and roughening the surface
      if special finish is to be provided and curing complete. ( Excluding reinforcement
      )
      Plinth Beams
      GB1-C1-C2,C2-C3,C3-C4,C5-
                                             6    ×    2.935     ×    0.23   ×    0.4      =   1.62
      C6,C6-C7,C7-C8
      GB1-C1-C5,C4-C8                        2    ×     6.5      ×    0.23   ×    0.4      =   1.20
      GB2-C7-8 t2o C13,C5-6 to C12           2    ×     1.8      ×    0.23   ×    0.6      =   0.50
      GB1-C9-C10,C15-C16,C158-
      C159,C164-C165,C158-                   8    ×     6.75     ×    0.23   ×    0.4      =   4.97
      C159,C160-C161,C162-
      C163,C164-C165
      GB1-C10-C11,C14-C15,C159-
                                             4    ×    3.133     ×    0.23   ×    0.4      =   1.15
      C160,C163-C164
      GB1-C11-C12,C13-C14,C160-
      C161,C162-C163                         4    ×      6       ×    0.23   ×    0.4      =   2.21

      GB2-C9-C17,C16-C26,C140-
                                             4    ×     2.52     ×    0.23   ×    0.6      =   1.39
      C158,C157-C165
      GB1-C12-C13,C161-C162,C168-            3    ×     6.6      ×    0.23   ×    0.4      =   1.82
      C169,
      PB1-C166-C167                          1    ×     6.6      ×    0.23   ×    0.4      =   0.61
      GB1-C17-C27,C26-C32,C148-
      C158,C147C-C187,C156-                  6    ×     2.33     ×    0.23   ×    0.4      =   1.29
      end,C148-end
      GB1-C18-C27,C25-C32,C142-
      C148,C147-C156,C19-C28,C20-
      C28,C21-C29,C22-C30,C23-
      C31,C24-C31,C25-C32,C33-
      C37,C37-C47,C34-C41,C41-
      C48,C35-C42,C42-C49,C36-
      C46,C46-C50,C51-C59,C60-
      C52,C52-C61,C55-C62,C54-
      C63,C58-C64,C58-C65,C56-
      C66,C73-C81,C74-C82,C88-
      C97,C89-C98,C118-C107,C108-            53   ×     2.2      ×    0.23   ×    0.4      =   10.73
      C119,C109-C119,C110-
      C120,C111-C121,C112-
      C122,C113-C122,C114-
      C123,C124-C128,C128-
      C138,C132-C125,C132-
      C139,C126-C133,C133-
      C140,C137-C127,C137-
      C141,C143-C150,C143-
      C151,C144-C152,C145-
      C153,C146-C154,C146-C155
      GB1-C18-C19,C20-C21,C22-
      C23,C24-C25,C59-C60,C61-
      C62,C63-C64,C65-C66,C107-
      C108,C109-C110,C111-
                                      24          ×     5.52     ×    0.23   ×    0.4      =   12.19
      C112,C113-C114,C149-
      C150,C151-C152,C153-
      C154,C155-C156      PB1     -C70-
      C71,C72-C73,C94-C95,C96-
      C97,C74-C75,C76-C77,C98-
      PB1-C27-C33,C29-C34,C30-
      C35,C32-C36,C47-C51,C48-
      C53,C49-C54,C50-C56,C81-
                                      18          ×    2.869     ×    0.23   ×    0.4      =   4.75
      C88,C82-C89,C118-C124,C120-
      C125,C121-C126,C123-
      C127,C138-C142,C139-
      C144,C140-C145,C141-C147




                                                                                                       Mts-GF-Page 4
SR.
               ITEM OF WORK         No         L          B          H          QTY          UNIT
No.
      PB1-C29-C30,C53-C54,C120-
      C121,C144-C145                4    ×    3.6    ×   0.23   ×   0.4     =   1.32

      PB1-C28-C39,C31-C44,C39-
      C52,C44-C55,C119-C130,C122-   8    ×   4.169   ×   0.23   ×   0.4     =   3.07
      C135,C130-C143,C135-C146
      PB1-C37-C8,C40-C41,C42-
      C43,C45-C46,C128-C129,C131-
      C132,C133-C134,C136-
      C137,C38-C39,C39-C40,C43-     8    ×   2.535   ×   0.23   ×   0.4     =   1.87
      C44,C44-C45,C129-C130,C130-
      C131,C134-C135,C135-C136
      PB1- C38-C39,C39-C40,C43-
      C44,          C45,C129-       8    ×   4.24    ×   0.23   ×   0.4     =   3.12
      C130,C130-
      C131,C134C135,C135-C136
      GB1-C70-C94,C77-C101,         2    ×    6      ×   0.23   ×   0.4     =   1.10
      GB1-C57-C58                   1    ×   4.69    ×   0.23   ×   0.4     =   0.43
      GB1-C58-C59,C106-C107         2    ×   3.05    ×   0.23   ×   0.4     =   0.56
                                    2    ×   6.15    ×   0.23   ×   0.4     =   1.13
      GB1-C57-C58,C58,59-
      C80,C66,67-C83,C69-C85        4    ×   3.25    ×   0.23   ×   0.4     =   1.20

      GB2-C67,68--C83,84            1    ×   3.48    ×   0.23   ×   0.6     =   0.48
      GB2-C78-C79,C84-C85           2    ×   3.11    ×   0.23   ×   0.6     =   0.86
      GB2-C79-C80,C83-C84           2    ×   4.264   ×   0.23   ×   0.4     =   0.78
      GB1-C78-C92,C85-C104          2    ×    4      ×   0.23   ×   0.4     =   0.74
      GB2-C86-C87,C90-91            2    ×   4.25    ×   0.23   ×   0.6     =   1.17
      PB1-C80-C87,C83-C90           2    ×   1.52    ×   0.23   ×   0.4     =   0.28
      PB3-C83,84-C90,91             1    ×   1.52    ×   0.23   ×   0.3     =   0.10
      GB2-C92,93-C86,C87-C93,C90-
                                    4    ×   2.25    ×   0.23   ×   0.6     =   1.24
      C102,C91-C103
      Middle Beams PB1              2    ×   4.475   ×   0.23   ×   0.4     =   0.82
      GB1-C92-C105,C92,C93-
      C105,106 C104-C112            4    ×   2.35    ×   0.23   ×   0.4     =   0.86

      GB1-C92-C93                   1    ×   3.126   ×   0.23   ×   0.4     =   0.29
      GB1-C105-C106                 1    ×   3.98    ×   0.23   ×   0.4     =   0.37
      GB1-C102-C103                 1    ×   4.455   ×   0.23   ×   0.4     =   0.41
      GB1-C103-C104,C116-C117       2    ×    2.4    ×   0.23   ×   0.4     =   0.44
      GB1-C115-C116,C67-C68         2    ×   2.842   ×   0.23   ×   0.4     =   0.52
      GB1-C114-C115,C66-C67         2    ×   1.705   ×   0.23   ×   0.4     =   0.31
      PB1-C129-C149,150,C134-
                                    3    ×    6.5    ×   0.23   ×   0.4     =   1.79
      C153,154,C138-C155,156
      PB1-C166-C168,C167-C169       2    ×   6.61    ×   0.23   ×   0.4     =   1.22
      PB1-C161-C166,C162-C167       2    ×   0.719   ×   0.23   ×   0.4     =   0.13
                                                                    Total   =   71.05        Cum




                                                                                        Mts-GF-Page 5
SR.
                   ITEM OF WORK               No           L                B        H            QTY         UNIT
No.
      ITEM NO.12                                           ×
12 Providing second class Burnt masonry with conventional / LS. Type bricks in
      cement mortar 1:6 in foundation and plinth of inner walls / in plinth external walls
      including bailing out water, striking joints on unexposed faces, racking out joints
      on exposed faces and watering, complete.
      C1-C2,C2-C3,C3-C4                       3    ×     2.935      ×   0.23    ×   0.65     =    1.32
      C4-C8,C1-C5,                            2    ×      6.5       ×   0.23    ×   0.65     =    1.94
      C6,8-C13,C5,6-C12                       2    ×      1.8       ×   0.23    ×   0.65     =    0.54
      C13-14,C9-10,C11-C12,C15-
      C16,C158-C159,C160-                     8    ×      6.75      ×   0.23    ×   0.65     =    8.07
      C161,C162-C163,C164-C165,
      C10-C11,C14-C15,C159-                   4    ×     3.133      ×   0.23    ×   0.65     =    1.87
      C160,C163-C164
      C9-C17,C16-C26,C165-                    4    ×      2.52      ×   0.23    ×   0.65     =    1.51
      C152,C158-C157,
      C17-C27,C26-C32,C147-
                                              4    ×      2.33      ×   0.23    ×   0.65     =    1.39
      C152,C148-C142
      C27-C33,C32-C36,C47-C51,C50-
      C56,C123-C127,C118-                     8    ×     2.869      ×   0.23    ×   0.65     =    3.43
      C124,C132-C142,C141-C147
      C33-C37,C37-C47,C51-C59,C36-
      C46,C46-C50,C56-C66,C107-
      C118,C124-C128,C128-                    12   ×      2.2       ×   0.23    ×   0.65     =    3.95
      C138,C114-C123,C127-
      C137,C137-C141
      C66-C67,                                1    ×      7.05      ×   0.23    ×   0.65     =    1.05
      C67-C68,C115-C116                       2    ×     2.842      ×   0.23    ×   0.65     =    0.85
      C69-C85,C57-C78                         2    ×      3.48      ×   0.23    ×   0.65     =    1.04
      C85-C104,C78-C92                        2    ×      4.23      ×   0.23    ×   0.65     =    1.26
      C114-C115                               1    ×      2.78      ×   0.23    ×   0.65     =    0.42
      C116-C117,C68-C69                       2    ×      2.33      ×   0.23    ×   0.65     =    0.70
      C104-C112,C92-C105                      2    ×      2.35      ×   0.23    ×   0.65     =    0.70
      C168-C169                               1    ×      6.6       ×   0.23    ×   0.65     =    0.99
      C166-C168,C167-C169                     2    ×      6.61      ×   0.23    ×   0.65     =    1.98
      C161-C166,C162-C167                     2    ×     0.719      ×   0.23    ×   0.65     =    0.21
                                                                                    Total    =   33.23        Cum
      ITEM NO.13
13 Filling in plinth and floors with approved excavated materials in 15cm to 20cm
      layers     including     watering            and         compacting       complete.
      [Spec.No Bd.E.1 Page No.287]
      Quantity of excavation                 104 +       128.45     + 176.61 +      48.17    =   457.58
      40%of 457.58                                                                           = 183.032        Cum




                                                                                                         Mts-GF-Page 6
SR.
                     ITEM OF WORK           No             L          B           H            QTY         UNIT
No.
      ITEM NO.14
14 Filling in plinth and floors with contractor's soil, sand or murum in 15cm to 20cm
      layers including watering and compacting complete.
      Library                               1    ×    9.15      ×    6.5    ×    0.65     =   38.66
      Corridor 1.8 m wide c and c1          2    ×    40.31     ×    1.8    ×    0.65     =   94.33
      Triangular portion 4×1/2              2    ×    2.03      ×    2.09   ×    0.65     =    5.52
      Triangular portion 16×1/3             8    ×    2.25      ×    2.25   ×    0.65     =   26.33
      Triangular portion 12×1/4             6    ×     1.5      ×    1.5    ×    0.65     =    8.78
      Corridor 3.60wide                     1    ×    37.44     ×    3.6    ×    0.65     =   87.61
      Corridor 1.8       m   wide    near   4    ×    16.96     ×    1.8    ×    0.65     =   79.37
      courtyard
                                            2    ×    10.52     ×    1.8    ×    0.65     =   24.62
      Class room and Labs                   13   ×    9.15      ×    6.5    ×    0.65     =   502.56
      Deduction 13×4×1/2                    -26 ×      1.5      ×    1.5    ×    0.65     =   -38.03
      HM room,Teacher's room                4    ×     6.5      ×    4.5    ×    0.65     =   76.05
      Deduction 4×2×1/2                     -4   ×     1.5      ×    1.5    ×    0.65     =   -5.85
      Entrance                              1    ×    6.83      ×    2.03   ×    0.65     =    9.01
                                            1    ×    6.83      ×    1.5    ×    0.65     =    6.66
      Girls Toilet                          1    ×    6.15      ×    3.25   ×    0.65     =   12.99
      Staff Toilet                          1    ×    4.35      ×    2.25   ×    0.65     =    6.36
      Staircase                             1    ×    6.44      ×    2.35   ×    0.65     =    9.84
      Boys Toilet                           1    ×     7.2      ×    3.25   ×    0.65     =   15.21
      Staff Toilet                          1    ×    4.35      ×    2.25   ×    0.65     =    6.36
      Store room                            1    ×     6.6      ×    2.35   ×    0.65     =   10.08
                                                                                Total     =   976.45
      Deduct quantity of I. No.13 above                                          Net      =   793.42       Cum
      i.e.183.03 cum.
      ITEM NO.15                                                                 Qty
15 Providing dry / trap / quartzite / gness rubble stone soiling in 15cm to 20cm layers
      including watering and compacting complete.
      Library                              1 ×        9.15      ×    6.5    ×    0.15     =    8.92
      Corridor 1.8 m wide c and c1          2    ×    40.31     ×    1.8    ×    0.15     =   21.77
      Triangular portion 4×1/2              2    ×    2.03      ×    2.09   ×    0.15     =    1.27
      Triangular portion 16×1/3             8    ×    2.25      ×    2.25   ×    0.15     =    6.08
      Triangular portion 12×1/4             6    ×     1.5      ×    1.5    ×    0.15     =    2.03
      Corridor 3.60wide                     1    ×    37.44     ×    3.6    ×    0.15     =   20.22
      Corridor 1.8       m   wide    near   4    ×    16.96     ×    1.8    ×    0.15     =   18.32
      courtyard                             2         10.52          1.8         0.15     =    5.68
                                                 ×              ×           ×
      Class room and Labs                   13   ×    9.15      ×    6.5    ×    0.15     =   115.98
      Deduction 13×4×1/2                    -26 ×      1.5      ×    1.5    ×    0.15     =   -8.78
      HM room,Teacher's room                4    ×     6.5      ×    4.5    ×    0.15     =   17.55
      Deduction 4×2×1/2                     -4   ×     1.5      ×    1.5    ×    0.15     =   -1.35
      Entrance                              1    ×    6.83      ×    2.03   ×    0.15     =    2.08
                                            1    ×    6.83      ×    1.5    ×    0.15     =    1.54
      Girls Toilet                          1    ×    6.15      ×    3.25   ×    0.15     =    3.00
      Staff Toilet                          1    ×    4.35      ×    2.25   ×    0.15     =    1.47
      Staircase                             1    ×    6.44      ×    2.35   ×    0.15     =    2.27
      Boys Toilet                           1    ×     7.2      ×    3.25   ×    0.15     =    3.51
      Staff Toilet                          1    ×    4.35      ×    2.25   ×    0.15     =    1.47
      Store room                            1    ×     6.6      ×    2.35   ×    0.15     =    2.33
                                                                                Total     =   225.34       Cum
      ITEM NO.16




                                                                                                      Mts-GF-Page 7
SR.
                     ITEM OF WORK            No          L              B          H            QTY          UNIT
No.
16 Providing preconctructional antitermite treatment by treating the top surface of
      plinth filling at the rate of 5 liters of emulsion concetrates of one percent
      concentration of CHLORPYRIFOC 20% E.C. ISI approved confirming IS 8944 to
      per square meter of surface area covering 10 years guaranteeHephoclore per
      square meter of surface area covering 10 years guarantee.
      Library                                1    ×     9.15     ×     6.5   ×     1       =    59.48
      Corridor 1.8 m wide c and c1           2    ×    40.31     ×     1.8   ×     1       =   145.12
      Triangular portion 4×1/2               2    ×     2.03     ×    2.09   ×     1       =    8.49
      Triangular portion 16×1/3              8    ×     2.25     ×    2.25   ×     1       =    40.50
      Triangular portion 12×1/4              6    ×     1.5      ×     1.5   ×     1       =    13.50
      Corridor 3.60wide                      1    ×    37.44     ×     3.6   ×     1       =   134.78
      Corridor 1.8       m   wide    near    4    ×    16.96     ×     1.8   ×     1       =   122.11
      courtyard
                                             2    ×    10.52     ×     1.8   ×     1       =    37.87
      Class room and Labs                    13   ×     9.15     ×     6.5   ×     1       =   773.18
      Deduction 13×4×1/2                    -26 ×       1.5      ×     1.5   ×     1       =   -58.50
      HM room,Teacher's room                 4    ×     6.5      ×     4.5   ×     1       =   117.00
      Deduction 4×2×1/2                      -4   ×     1.5      ×     1.5   ×     1       =    -9.00
      Entrance                               1    ×     6.83     ×    2.03   ×     1       =    13.86
                                             1    ×     6.83     ×     1.5   ×     1       =    10.25
      Girls Toilet                           1    ×     6.15     ×    3.25   ×     1       =    19.99
      Staff Toilet                           1    ×     4.35     ×    2.25   ×     1       =    9.79
      Staircase                              1    ×     6.44     ×    2.35   ×     1       =    15.13
      Boys Toilet                            1    ×     7.2      ×    3.25   ×     1       =    23.40
      Staff Toilet                           1    ×     4.35     ×    2.25   ×     1       =    9.79
      Store room                             1    ×     6.6      ×    2.35   ×     1       =    15.51
                                                                                 Total     =   1502.24      Sqm.
      ITEM NO.17
17 Providing preconctructional antitermite treatment as per I.S. 6313 ( Part - II) by
      treating the external face of building by punching holes of 1.2 of 1.5 C,M,
      diameter about 30 percent of Clorophyriphas/ 20 E.C. Hephoclore at the rate of
      7.5 liter emusion concentrate per hole and sealing the same with proper fillings &
      covering 10 year guarantee.                                       [Spec.No .::As
      directed by engineer in charge.
      Around the building area                        223.59     ×     1                   =   223.59       Sqm.
      ITEM NO.18
18 Providing and placing in position plastic Cover Blocks of required size at90 c m
   c/c to each main bottom bars & to stamping at sides to give required clear cover
   from all sides in RCC Beams complete
   Total length of beam                                                             =           71.05        mtr.
      No. of Cover blocks required                                                         =    71.05        Nos.




                                                                                                        Mts-GF-Page 8
SR.
                   ITEM OF WORK          No          L            B           H          QTY         UNIT
No.
      ITEM NO.19
19 Providing and fixing in position TMT FE-415 bar reinforcement of various
   diameters       for    RCC        pile      caps       footing       ,foundation
   ,slabs,beams,coloumns,canopies,staircase,.newels,chhajas,lintelpardis,coping,fin
   s arches etc,as per detail drawings and shedules including cutting,
   bending,hooking the bars,binding with wires or tack welding and supporting as
   required completed.(TMT FE-415)
   For column footing                                             87.5 ×      67    =   5862.5
   For columns                                                   30.12 × 200        =    6024
   For plinth beams                                              71.05 × 200        =   14210
                                                                            Total   = #######
      Total Tor Steel                                                               =   26.0965      MT




                                                                                                Mts-GF-Page 9
SR.
                   ITEM OF WORK               No           L             B           H            QTY      UNIT
No.
                               MEASUREMENTS
      ITEM NO.01
 1    Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. column as per detailed drawing and design, or as directed
      including centering, formwork, compacting and roughening the surface if special
      finish is to be provided and curing complete. ( Excluding reinforcement )

      C3 (F2),C158-165,C9-16,C94-
                                                   ×               ×           ×             =   11.10
      101,C70-77,C88,C89,C81,C82              36         0.23           0.45        2.98
      C2 (F1), C18-25,C57-69,C107-
                                                   ×               ×           ×             =   14.28
      115,C149-156                            38         0.23           0.45        3.63
      C2(F1) C105-106                         2    ×     0.23      ×    0.45   ×    5.13     =   1.06

      C2(F1) C27-32,C51-56,C118-
                                                   ×               ×           ×             =   10.13
      123,C142-147                            24         0.23           0.45        4.08
      C2(F1) C33-36,C47-50,C124-
                                                   ×               ×           ×             =   7.62
      127,C138-141                            16         0.23           0.45        4.60
      C2(F1)C37-46,C128-137                   20 ×       0.23      ×    0.45   ×    5.13     =   10.62
      C2(F1)C17,C26,C148,C157                 4    ×     0.23      ×    0.45   ×    3.63     =   1.50
      C1(F1)C1-8,C166-169                     12 ×       0.23      ×    0.45   ×    3.63     =   4.51
      C2(F2) C78-80,C86-87,C83-85,C90-9110 ×             0.23      ×    0.30   ×    3.13     =   2.16
      C2(F2) C92-93                           2    ×     0.23      ×    0.30   ×    5.13     =   0.71
      C2(F2) C102-104,C116-117                5    ×     0.23      ×    0.30   ×    3.63     =   1.25
                                                                                   Total     =   64.94     Cum
      ITEM NO.02
 2 Providing second class Burnt masonry with conventional / LS. Type bricks in
      cement mortar 1:6 in foundation and plinth of inner walls / in plinth external walls
      including bailing out water, striking joints on unexposed faces, racking out joints
      on exposed faces and watering, complete. [Spec.No Bd.G 5.Page No.315]

      Library
      C1-C2,C2-C3,C3-C4,C5-C6,C6-
                                              6    ×     2.94      ×    0.23   ×    3.5      =   14.18
      C7,C7-C8
      Deduction for beams (2 × 6)            -12 ×       2.94      ×    0.23   ×    0.45     =   -3.65
      C-C5,C4-C8(4.5+3.5)/2                   2    ×     6.50      ×    0.23   ×     4       =   11.96
      Deduction for beams                     -2   ×     6.50      ×    0.23   ×    0.45     =   -1.35
      C18-C19,C20-C21,C59-C60,C61-
                                              16 ×       5.52      ×    0.23   ×    3.5      =   71.10
       62 four sections as such.(4 ×4)
      Deduction for beams (4×4 ×2)           -32 ×       5.52      ×    0.23   ×    0.45     =   -18.28
      C18-C27,C19-C28.C21-C28,C21-
        C29,C33-C37,C37-C47,C51-
        C59,C52-C60,C62-C53,C41-              48 ×       2.20      ×    0.23   ×   3.775     =   91.69
       C48,C41-C34 four sections as
       such.(4 ×12) H=(4.05+3.50)/2
      Deduction for beams (4 ×2×12)          -96 ×       2.20      ×    0.23   ×    0.45     =   -21.86
      C27-C33,C29-C34,C51-C47,C48-
      C53 and four sections as such.(4        16 ×       2.87      ×    0.23   ×    4.75     =   50.15
                     ×4)
      Deduction for beams (4×4 ×2)           -32 ×       2.87      ×    0.23   ×    0.45     =   -9.50
      C28-C39,C39-C52, and four such
                                              8    ×     4.17      ×    0.23   ×    4.16     =   31.91
              sections(2 ×4)
      Deduction for beams (2×2×4)            -16 ×       4.17      ×    0.23   ×    0.45     =   -6.90
      C37-C38,C40-C41 and four such
                                              8    ×     2.54      ×    0.23   ×    5.00     =   23.32
               sections (2×4)
      Deduction for beams (2 × 4)             -8   ×     2.54      ×    0.23   ×    0.45     =   -2.10




                                                                                                     Mts-GF-Page 10
SR.
                ITEM OF WORK             No        L          B          H         QTY       UNIT
No.
                                           8
      C38-C39,C39-C40 and total four sections ×   4.24   ×   0.23   ×   5.00   =   39.01
      Deduction for beams (2×4 ×2)       -16 ×    4.24   ×   0.23   ×   0.45   =   -7.02




                                                                                       Mts-GF-Page 11
SR.
                     ITEM OF WORK           No          L          B           H          QTY      UNIT
No.
      Outer corridor                              ×           ×          ×           =
                                      4
      C9-C10,C15-C16,C158-C159,C164-C165 ×            6.75    ×   0.23   ×    0.40   =    2.48
      C10-C11,C14-C15,C159-C160              4    ×   3.13    ×   0.23   ×    0.40   =    1.15
                                      4
      C11-C12,C13-C14,C162-C163,C160-C161 ×           6.00    ×   0.23   ×    0.40   =    2.21
                                      4
      C9-C17,C16-C26,C140-C158,C157-C165, ×           2.52    ×   0.23   ×    2.85   =    6.61
      Deduction for beams                    -4   ×   2.52    ×   0.23   ×    0.33   =   -0.77
      C17-C27,C26-C32,C148-end,C156-end4          ×   2.33    ×   0.23   ×    2.85   =    6.11
      Deduction for beams                    -4   ×   2.33    ×   0.23   ×    0.33   =   -0.71
      Courtyard                        2× 2 4     ×   16.96   ×   0.23   ×    0.9    =   14.04
                                       2× 1 2     ×   6.00    ×   0.23   ×    0.9    =    2.48
                                       2× 2 4     ×   2.25    ×   0.23   ×    0.9    =    1.86
                                       2× 1 2     ×   3.47    ×   0.23   ×    0.9    =    1.44
      Steps                                       ×           ×          ×           =
                                       2× 2 4     ×   1.20    ×   0.30   ×    0.45   =    0.65
                                       2× 2 4     ×   1.20    ×   0.30   ×    0.30   =    0.43
                                       2× 2 4     ×   1.20    ×   0.30   ×    0.15   =    0.22
      Sidewalls                      2× 2× 28     ×   0.90    ×   0.23   ×    0.60   =    0.99
      Deduction for columns                  -8   ×   2.00    ×   0.23   ×    0.90   =   -3.31
      Opening                          2× 2 4     ×   1.20    ×   0.23   ×    0.90   =    0.99
      walls near toilet                      4    ×   1.50    ×   0.23   ×    0.90   =    1.24
                                              4
      walls in passage of Library and entrances   ×   1.80    ×   0.23   ×    0.90   =    1.49
      Steps at entrance                      4    ×   5.77    ×   0.23   ×    3.98   =   21.13
                                             4    ×   5.77    ×   0.23   ×    3.19   =   16.93
                                             4    ×   5.77    ×   0.23   ×    2.39   =   12.69
                                             4    ×   5.77    ×   0.23   ×    1.59   =    8.44
      Girls toilet                                ×           ×          ×           =
      C57-C58                                1    ×   4.69    ×   0.23   ×    2.25   =    2.43
      C80-face                               1    ×   2.40    ×   0.23   ×    2.25   =    1.24
      C78-C79,C84-C85                        2    ×   3.11    ×   0.23   ×    2.25   =    3.22
      C79-C80,C83-C84                        2    ×   4.27    ×   0.23   ×    2.25   =    4.42
      C86-C87,C90-C91                        2    ×   4.25    ×   0.23   ×    2.33   =    4.55
      C87-C93,C86-face,C90-102,C91-C103 4         ×   2.25    ×   0.23   ×    2.33   =    4.82
      C92-C93,C104-C103                      2    ×   3.13    ×   0.23   ×    4.50   =    6.47
      C105-C106                              1    ×   3.98    ×   0.23   ×    4.50   =    4.12
      C92-C105                               1    ×   2.35    ×   0.23   ×    4.50   =    2.43
      Deductions                                  ×           ×          ×           =
                                        W2 -4     ×   2.00    ×   0.90   ×    1.65   =   -11.88
                                        W5 -1     ×   16.00   ×   0.45   ×    0.45   =   -3.24
                                        W2 -6     ×   1.00    ×   0.90   ×    1.65   =   -8.91
                                        V1 -18 ×      1.00    ×   0.60   ×    1.20   =   -12.96
                                                                             Total   =   358.17    Cum




                                                                                             Mts-GF-Page 12
SR.
                     ITEM OF WORK            No           L             B           H           QTY      UNIT
No.
      ITEM NO.03
 3 Providing second class Burnt Brick masonry with conventional / I.S. type bricks in
      cement mortar 1:4 half brick thick wall including mild steel longitudinal
      reinforcement of 2 bars of 6mm diameter/ 2 hoop iron strips 25 mm x 1.6 ,, at
      every third course, properly bend and bonded at ends scaffolding, racking out
      Girls toilet watering complete.
      joints and W.C .and bath             1 ×      5.00      × 1.35 × 2.50 =                  16.88
                                             1    ×     6.00      ×   0.90    ×    2.50    =   13.50
                                             1    ×     1.00      ×   1.50    ×    2.50    =    3.75
      Staff toilet                           1    ×     2.00      ×   1.35    ×    2.50    =    6.75
                                             1    ×     2.00      ×   0.90    ×    2.50    =    4.50
      Boys toilet                            1    ×     4.00      ×   1.35    ×    2.50    =   13.50
                                             1    ×     5.00      ×   0.90    ×    2.50    =   11.25
      Gents Staff toilet                     1    ×     2.00      ×   1.35    ×    2.50    =    6.75
                                             1    ×     2.00      ×   0.90    ×    2.50    =    4.50
      Deduction D5                           -1   ×    14.00      ×   0.80    ×    2.10    =   -23.52
      Wall in HM's room (5.00+3.5)/2         1    ×     3.00      ×   6.50    ×    4.25    =   82.88
      For entrance flower bed                2    ×     2.00      ×   1.20    ×    1.20    =    5.76
                                             2    ×     2.00      ×   0.20    ×    1.20    =    0.96
      Cupboards                              1    ×     8.00      ×   0.75    ×    2.00    =   12.00
      For gutter in Courtyard                2    ×     2.00      ×   16.50   ×    0.30    =   19.80
                                             2    ×     1.00      ×   6.00    ×    0.30    =    3.60
                                             2    ×     1.00      ×   3.47    ×    0.30    =    2.08
                                             2    ×     2.00      ×   2.25    ×    0.30    =    2.70
                                                                                  Total    =   187.63    Sqm

      ITEM NO.04
 4    Providing and placing in position plastic Cover Blocks of required size at90 c m
      c/c to each main bottom bars & to stamping at sides to give required clear cover
      from all sides in RCC Beams complete
      Total length of beam                                                                 =    136.09    M
      No. OF Cover blocks required                                                         =    136.09   No.
      ITEM NO.05
 5    Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. beams and lintels as per detailed drawing and design, or
      as directed including centering, formwork, compacting and roughening the surface
      if special finish is to be provided and curing complete. ( Excluding reinforcement
      )
      R.C.C Lintel over doors & windows
      Windows                           W1   13   ×     5.30      ×   0.23    ×    0.15    =    2.38
                                        W2   36   ×     1.20      ×   0.23    ×    0.15    =    1.49
                                        W5   16   ×     0.75      ×   0.23    ×    0.15    =    0.41
      Doors                             D1    1   ×     2.10      ×   0.23    ×    0.15    =    0.07
                                        D2   14   ×     1.50      ×   0.23    ×    0.15    =    0.72
                                        D3    6   ×     1.30      ×   0.23    ×    0.15    =    0.27
                                        D4    7   ×     1.20      ×   0.23    ×    0.15    =    0.29
                                        D5   15   ×     1.10      ×   0.23    ×    0.15    =    0.57
      Ventilators                       V1   18   ×     0.90      ×   0.23    ×    0.15    =    0.56
                                        V2   16   ×     1.50      ×   0.23    ×    0.15    =    0.83
      Beam at 2.85m level                         ×               ×           ×            =    0.00
      C1-C2,C2-C3,C3-C4,C5-C6,C6-
                                                  ×               ×           ×            =    1.82
      C7,C7-C8(B1&B2)                        6          2.94          0.23         0.45
      C1-C5,C4-C8,(B30)                      2    ×     6.50      ×   0.23    ×    0.45    =    1.35
      C7-8 to C13,C5-6 to C12(B31)           2    ×     1.80      ×   0.23    ×    0.45    =    0.37




                                                                                                   Mts-GF-Page 13
SR.
                ITEM OF WORK         No        L          B          H         QTY       UNIT
No.
      C9-C10,C15-C16,C158-
                                          ×          ×          ×          =   2.79
      C159,C164-C165(B3)             4        6.75       0.23       0.45
      C10-C11,C14-C15,C159-
                                          ×          ×          ×          =   1.30
      C160,C162-C163(B3)             4        3.13       0.23       0.45
      C11-C12,C13-C14,C162C-
                                          ×          ×          ×          =   2.48
      C163,C160-C161(B3)             4        6.00       0.23       0.45
      C9-C17,C16-C26,C140-
                                          ×          ×          ×          =   1.04
      C158,C157-C165(B3)             4        2.52       0.23       0.45
      C12-C13,C161-C162(B3),C166-
                                          ×          ×          ×          =   2.73
      C167,C168-C169(B19,B20)        4        6.60       0.23       0.45
      C17-C27,C26-C32.C148-
                                          ×          ×          ×          =   0.96
      end,C156-end(b4)               4        2.33       0.23       0.45
      (B5and B7) C18-C27,C25-
      C32,C142-C148,C147-C156,C19-
      C28,C20-C28,C21-C29,C22-
      C30,C23-C31,C24-C31,C25-
      C32,C33-C37,C37-C47,C34-
      C41,C41-C48,C35-C42,C42-
      C49,C36-C46,C46-C50,C51-
      C59,C60-C52,C52-C61,C55-
      C62,C54-C63,C58-C64,C58-
      C65,C56-C66,C73-C81,C74-
      C82,C88-C97,C89-C98,C118-      53 ×     2.20   ×   0.23   ×   0.45   =   12.07
      C107,C108-C119,C109-
      C119,C110-C120,C111-
      C121,C112-C122,C113-
      C122,C114-C123,C124-
      C128,C128-C138,C132-
      C125,C132-C139,C126-
      C133,C133-C140,C137-
      C127,C137-C141,C143-
      C150,C143-C151,C144-
      C152,C145-C153,C146-
      C154,C146-C155
      C18-C19,C20-C21,C22-C23,C24-
      C25,C59-C60,C61-C62,C63-
      64,C65-66,C107-C108,C109-
      C110,C111-C112,C113-           16 ×     5.52   ×   0.23   ×   0.45   =   9.14
      C114,C149-C150,C151-
      C152,C153-C154,C155-
      C156(B5,B7)
      C70-C71,C72-C73,C94-C95,C96-
      C97,C74-C75,C76-C77,C98-       4    ×   5.52   ×   0.23   ×   0.45   =   2.29
      C99,C100-C101(B15)
      C70-C94,C77-C101,(B27)         2    ×   6.00   ×   0.23   ×   0.45   =   1.24
      C57-C58(B8)                    1    ×   4.69   ×   0.23   ×   0.60   =   0.65
      Sunk beam(B10)                 2    ×   6.15   ×   0.23   ×   0.6    =   1.70
      C67,C68-C83,C84(B230           1    ×   3.48   ×   0.23   ×   0.6    =   0.48
      C78-C79,C84-C85(B12)           2    ×   3.11   ×   0.23   ×   0.4    =   0.57
      C79-C80,C83-C84(B12)           2    ×   4.26   ×   0.23   ×   0.4    =   0.78
      C78-C92,C85-C104(B21)          2    ×   4.00   ×   0.23   ×   0.6    =   1.10
      C86-C87,C90-C91(B13)           2    ×   4.25   ×   0.23   ×   0.6    =   1.17
      C80-C87,C83-C90 and to side
                                          ×          ×          ×          =   0.28
      beams(B24,B25)                 2        1.52       0.23       0.4
                                     2    ×   1.52   ×   0.23   ×   0.6    =   0.42




                                                                                   Mts-GF-Page 14
SR.
                 ITEM OF WORK                No         L          B          H         QTY       UNIT
No.

      C92,C93-C86,C87-C93,C90-
                                                  ×           ×          ×          =   1.24
      C102,C91-C103(B22,23)                   4        2.25       0.23       0.6
      Middle beams (B23)                      2   ×    2.25   ×   0.23   ×   0.6    =   0.62
      C27-C33,C29-C34,C30-35,C32-
      C36,C47-C51,C48-C53,C49-
      C54,C50-C56,C118-C124,C120-                 ×           ×          ×          =   4.75
      C125,C121-C126,C123-
      C127,C135-C142,C139-                   16        2.87       0.23       0.45
      C144,C140-C145,C141-C147
      C81-C88,C82-C89(B34,B26)                2   ×    2.87   ×   0.23   ×   0.45   =   0.59
      C28-C39,C31-C44,C39-C52,C44-
      C55,C119-C130,C122-                     8   ×    4.17   ×   0.23   ×   0.45   =   3.45
      C135,C130-C143,C135-
      C146(B29)
      C37-C38,C40-C41,C42-C43,C45-
      C46,C128-C129,C131-                     8   ×    2.54   ×   0.23   ×   0.45   =   2.10
      C132,C133-C134,C136-
      C137(B7)
      C38-C39,C39-C40,C43-C44,C44-
      C45,C129-C130,C130-                     8   ×    4.24   ×   0.23   ×   0.45   =   3.51
      C131,C134-C135,C135-
      C136(B7)
      C92-C93,C104-C103(B14)                                                        =   0.86
                                              2   ×    3.13   ×   0.23   ×   0.6
      C105-C106(B17)                          1   ×    3.98   ×   0.23   ×   0.6    =   0.55
      C103-C104,C116-C117(B16)                2   ×    2.40   ×   0.23   ×   0.6    =   0.66
      C115-C116,C67-C68 (B8,B17)              2   ×    2.84   ×   0.23   ×   0.6    =   0.78
      C166-C168,C167-C169(B33)                2   ×    6.61   ×   0.23   ×   0.45   =   1.37
      C161-C166,C162-C167,( B33)              2   ×    0.72   ×   0.23   ×   0.45   =   0.15
                                          33 ×
      Beams in corridor short beams B27,B28            1.80   ×   0.23   ×   0.45   =   6.15
      C81-C82,C88-C89 ( B6A)                  2   ×    3.60   ×   0.30   ×   0.45   =   0.97
      C62-C63 (B6)                            1   ×    6.60   ×   0.23   ×   0.45   =   0.68
      C57-C78,C69-C85(B21)                    2   ×    3.03   ×   0.23   ×   0.6    =   0.84
      C104-C117(B5)                           1   ×    2.35   ×   0.23   ×   0.45   =   0.24
                                               (B11)
      Beams of passage infront of tiolet block 4 ×     1.80   ×   0.23   ×   0.45   =   0.75
      Beams at 3.60 m level                       ×           ×          ×          =   0.00
       C1-C2,C2-C3,C3-C4,C4-C5,C5-
                                              6   ×    2.94   ×   0.23   ×   0.45   =   1.82
               C6,C7-C8(B1)
      C1-C5,C4-C8,C2-C6,C3-C7(B8,B9)          4   ×    6.50   ×   0.23   ×   0.45   =   2.69
      B2 Intermidiate beams                   3   ×    2.95   ×   0.23   ×   0.45   =   0.92
      C18-C19,C20-C21,C22-C23,C24-
      C25,C59-C60,C61-C62,C63-
      64,C65-66,C107-C108,C109-              16 ×      5.52   ×   0.23   ×   0.60   =   12.19
      C110,C111-C112,C113-
      C114,C149-C150,C151-
      C152,C153-C154,C155-C156 (B3
      C18-C27,C25-C32,C51-C59,C56-
      C66,C107-C118,C142-                     8   ×    2.20   ×   0.23   ×   0.45   =   1.82
      C149,C114-C123,C156-C147 (B3
      )
      C19-C20,C23-C24,C60-C61,C64-
      C65,C108-C109,C112-                     6   ×    2.25   ×   0.23   ×   0.60   =   1.86
      C113,C150-C151,C154-
      C155(B33)
      C21-C22,C41-C42,C62-
                                              6   ×    6.83   ×   0.23   ×   0.60   =   5.66
      C63,C110-C111,C132-
      C133,C152-C153(B3)




                                                                                            Mts-GF-Page 15
SR.
                   ITEM OF WORK              No          L             B            H          QTY      UNIT
No.
      C38 - C39, C39-C40,C43-
      C44,C44-C45,C129-C130,C130-            8    ×     4.46     ×    0.23   ×    0.45    =    3.69
      C131,C134-C135,C135-
      C136(B4)
      C40-C41,C42-C43,C131-
                                             4    ×     2.74     ×    0.23   ×    0.45    =    1.13
      C132,C133-C134(B4)
      B6 Intermidiate beams inclass
      rooms
      B7 Intermidiate beams inclass          8    ×     6.50     ×    0.23   ×    0.60    =    7.18
      rooms                                  8    ×     6.50     ×    0.23   ×    0.45    =    5.38
      C28-C39,C31-C44,C39-C52,C44-
      C55,C119-C130,C122-                    8    ×     4.05     ×    0.23   ×    0.45    =    3.35
      C135,C130-C143,C135-
      Short beams in class room (B7)         16 ×       1.50     ×    0.23   ×    0.45    =    2.48
      Beams at 5.10 m level                     ×                ×           ×            =    0.00
      C92-C93(B1)                            1    ×     5.02     ×    0.23   ×    0.40    =    0.46
      C105-C106(B2)                          1    ×     3.89     ×    0.23   ×    0.40    =    0.36
      C92-C105(B3)                           1    ×     2.35     ×    0.23   ×    0.40    =    0.22
                                             1    ×     1.34     ×    0.23   ×    0.40    =    0.12
                                             2    ×     0.28     ×    0.23   ×    0.40    =    0.05
                                             1    ×     0.85     ×    0.23   ×    0.40    =    0.08
                                                                                 Total    =   136.09    Cum.
      ITEM NO.06
 6 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. chajja as per detailed drawing and design, or as directed
      including centering, formwork, compacting and roughening the surface if special
      finish is to be provided and curing complete. ( Excluding reinforcement )
      For gutter
      Entrance side       (2×2)              4    ×    17.16     ×   0.75    ×    0.08    =    3.86
      Back side          (2×2)               4    ×    2.56      ×   0.75    ×    0.08    =    0.58
      Porch                                  2    ×    7.06      ×   0.75    ×    0.08    =    0.79
      Front side of porch                    1    ×    7.06      ×   0.75    ×    0.08    =    0.40
      Courtyard 2Nos.      (2×2)             4    ×    19.07     ×   0.75    ×    0.08    =    4.29
                           (2×2)             4    ×    6.00      ×   0.75    ×    0.08    =    1.35
                                                                                 Total    =   11.27     Cum.
      ITEM NO.07
 7 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. pardi 75 mm thick, as per detailed drawing & design, or
      as directed including centering, formwork, compacting & roughening the surface if
      special finish is to be provided & curing complete. ( Excluding reinforcement )

      For gutter
      Entrance side       (2×2)              4    ×    17.16     ×   0.60    ×    0.08    =    3.09
      Back side          (2×2)               4    ×    2.56      ×   0.60    ×    0.08    =    0.46
      Porch                                  2    ×    7.06      ×   0.60    ×    0.08    =    0.64
      Front side of porch                    1    ×    7.06      ×   0.60    ×    0.08    =    0.32
      Courtyard 2Nos.      (2×2)             4    ×    19.07     ×   0.60    ×    0.08    =    3.43
                           (2×2)             4    ×    6.00      ×   0.60    ×    0.08    =    1.08
      Staircase                              2    ×    3.42      ×   1.00    ×    0.08    =    0.51
                                                                                 Total    =    9.53     Cum.
      ITEM NO.08
 8 Providing and fixing Plastic Cover Blocks of required size at 27 Nos. in per 10
      sq.m. to reinforcement to give a clear cover of 15 mm in RCC Slab complete.
      Spec. No. As directed by Engineer in charge
      Squaremeter area of slab,chhaja,pardi                                               =    289.81   Cum.




                                                                                                  Mts-GF-Page 16
SR.
                   ITEM OF WORK             No           L             B           H           QTY      UNIT
No.
      No. of coverblocks required                                                         =    289.81   Cum.
      ITEM NO.09
 9 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. slabs and landings as per detailed drawing and design, or
      as directed including centering, formwork, compacting and roughening the surface
      if special finish is to be provided and curing complete. ( Excluding reinforcement
      )
      Add for verandah                         4 ×      17.16      × 1.80 × 0.12 =            14.83
                                             1   ×    52.06      ×   3.83 ×       0.12    =   23.93
      RCC Slab                               1   ×    56.26      ×   10.52 ×      0.12    =   71.02
                                                                                              109.78
      Deductions                             2   ×    17.80      ×   6.00    ×    0.10    =   21.36
                                             1   ×    4.00       ×   1.57    ×    0.10    =    0.63
                                             1   ×    2.62       ×   4.00    ×    0.10    =    1.05
                                             2   ×    3.52       ×   1.52    ×    0.10    =    1.07
                                                                                          =   24.11
      Net quantity                                                 109.80  24.11 =            85.69
      Stair case                             2   ×     1.33      ×  3.42 × 0.13 =              1.18
      Landing                                2   ×     1.35      × 2.35 × 0.13 =               0.82
                                                                             A   =            87.70
      Sloping slab
                           (2×2)             4   ×    41.38      ×   7.16    ×    0.15    =   177.77
                                             2   ×    9.61       ×   7.16    ×    0.15    =   20.64
                           (4×1/2)           2   ×    3.53       ×   3.35    ×    0.15    =    3.55
                                                                                 Total B =    201.96
      Total quantity                                                   A            B    =     289.66   Cum.
      ITEM NO.10
10 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
      gness metal for R.C.C. waist slab, and steps as per detailed drawing & design, or
      as directed including centering, formwork, compacting & roughening the surface if
      special finish is to be provided & curing complete. (Excluding reinforcement)

      For Steps (1/2×0.30×o.15)              2   ×     1.10      ×   18.00 × ##### =           0.89     Cum.
      ITEM NO.11
11 Providing and fixing Fan hook box of 2 mm thik MS sheet rectangular size 180×
      100 mm with required depth with holes of notches as required bottom and top
      size of 1.6 mm M.S. sheet fixed with 3.5 mm diameter round headed screws
      together with hooked ends for fan hooks and painting to exposed surface

      Class rooms                                                    13.00   ×    6.00    =    78.00
      Library                                                         1.00   ×    6.00    =    6.00
      Staff rooms                                                     4.00   ×    4.00    =    16.00
                                                                                              100.00    Nos.




                                                                                                  Mts-GF-Page 17
SR.
                     ITEM OF WORK           No          L             B           H          QTY        UNIT
No.
      ITEM NO.12
12 Providing and fixing in position TMT FE-415 bar reinforcement of various
      diameters       for     RCC       pile      caps       footing       ,foundation
      ,slabs,beams,coloumns,canopies,staircase,.newels,chhajas,lintelpardis,coping,fin
      s arches etc,as per detail drawings and shedules including cutting,
      bending,hooking the bars,binding with wires or tack welding and supporting as
      required completed.(TMT FE-415)
      Concrete qty of Columns                                       64.94 × 200        = #######
      Concrete qty of beams                                        136.09 ×     200     = #######
      Concrete qty of slabs                                        289.81 ×      80     = #######
      Concrete qty of Chajja                                       11.27   ×     80     =   901.60
      Concrete qty of Pardi                                         9.53   ×    100     =   953.00
                                                                               Total    = #######
                                                                                        = 65.25         MT
      ITEM NO.13
13 Providing and fixing chicken mesh jali (24 gauge) at the junction of 2 different
      surfaces of different materialcomponent at the time of plastering to prevent
      cracking in plaster surface as and where directed at all floors with all leads and
      lifts etc. complete.                      Spec .: As directed by Engineer in
      charge.
      Qty. of internal cement                                                            = 1218.66
      plaster12mm
      Qty. of internal cement                                                            = 1701.7
      plaster20mm
      Sand faced plaster external                                                        = 1077.7
                                                                                Total   =   3998.06
      Chicken mesh jali required                                     0.1   ×    3998    = 399.81       Sqm.
      ITEM NO.14
14 Providing internal cement plaster 12 mm thick in single coat in Cm 1:3with neeru
      Water cooler space                    1    ×      1       × 2.35     × 3.00       =    7.05
      Store room                            1    ×      1       × 6.60     × 3.00       =    19.80
                                            1    ×      1       × 1.00     × 3.00       =    3.00
                                            1    ×      1       × 1.60     × 3.00       =    4.80
      Boys toilet                           1    ×      4       × 1.20     × 3.00       =    14.40
                                            4    ×      1       × 0.90     × 3.00       =    10.80
      Wash basin wall                       1    ×      1       × 3.25     × 3.00       =    9.75
      Partition wall                        1    ×      2       × 1.00     × 3.00       =    6.00
      Face                                  1    ×      1       × 0.15     × 3.00       =    0.45
      Corridor walls (4.05+5.00)/2          4    ×      4       × 5.00     × 4.53       =   362.00
                                            4    ×      4       × 6.15     × 3.50       =   344.40
                        (3.5+4.05)/2        6    ×      4       × 2.25     × 3.76       =   203.04
                        (4.05+4.81)/2       4    ×      2       × 3.50     × 4.43       =   124.04
      Library                               1    ×      1       × 9.15     × 3.50       =    32.03
      Girls toilet                          1    ×      5       × 1.20     × 3.00       =    18.00
                                            1    ×      6       × 0.90     × 3.00       =    16.20
      Corridor walls                        1    ×      1       × 1.00     × 3.00       =    3.00
                                            1    ×      1       × 2.50     × 3.00       =    7.50
      Ladies staff toilet and gents staff   2    ×      2       × 1.20     × 3.00       =    14.40
      toilet                                2    ×      2       × 0.90     × 3.00       =    10.80
                                            2    ×      1       × 1.20     × 3.00       =    7.20
                                                                               Total    =   1218.66    Sqm.
      ITEM NO.15




                                                                                                  Mts-GF-Page 18
SR.
                     ITEM OF WORK             No           L              B           H            QTY       UNIT
No.
15 Providing internal cement plaster 20 mm thick in single coat in Cm 1:5 with neeru
      finish to concrete or brick surface in all positions including sraffolding and curing
      complete.       [Spec.No Bd.E.1 Page No.287]

      Water cooler space (2Nos.)               2   ×       1        ×   1.52    ×   0.90      =    2.74
                                               2   ×       2        ×   0.83    ×   3.00      =    9.96
      Meter room                               1   ×       2        ×   1.35    ×   3.00      =    8.10
                                               1   ×       2        ×   2.35    ×   3.00      =   14.10
      Deduction D5 (1Nos.)                    -1   ×       1        ×   0.80    ×   2.10      =    -1.68
      Store room                               1   ×       1        ×   2.35    ×   3.00      =    7.05
                                               1   ×       1        ×   5.85    ×   3.00      =   17.55
                                               1   ×       1        ×   1.00    ×   3.00      =    3.00
                                               1   ×       1        ×   1.60    ×   3.00      =    4.80
      Deduction D4 (1Nos.)                    -1   ×       1        ×   1.90    ×   2.10      =    -3.99
      Boys toilet                              1   ×       1        ×   7.20    ×   3.00      =   21.60
                                               1   ×       1        ×   1.90    ×   3.00      =    5.70
      W. C.                                    1   ×       4        ×   1.20    ×   3.00      =   14.40
                                               4   ×       2        ×   0.90    ×   3.00      =   21.60
      Deduction D5 (4Nos.)                    -1   ×       4        ×   0.80    ×   2.10      =    -6.72
      Wash basin wall                          1   ×       1        ×   3.00    ×   3.00      =    9.00
      Outer wall                               1   ×       1        ×   3.25    ×   3.00      =    9.75
      Deduction D4 (1Nos.)                    -1   ×       1        ×   0.90    ×   2.10      =    -1.89
      Corridor walls                               ×                ×           ×
      Sides                                    1   ×       4        ×   16.72   ×   0.90      =   60.19
      Top                                      1   ×       4        ×   16.72   ×   0.23      =   15.38
                                               1   ×       4        ×   0.76    ×   0.23      =    0.70
                                               1   ×       2        ×   1.80    ×   2.85      =   10.26
      Near library and entrance                1   ×       4        ×   1.80    ×   0.90      =    6.48
      Court yard corridor                      1   ×       4        ×   1.80    ×   0.23      =    1.66
      Sides                                    2   ×       2        ×   16.96   ×   0.90      =   61.06
      Top                                      2   ×       2        ×   16.96   ×   0.23      =   15.60
      Sides                                    1   ×       2        ×   6.46    ×   0.90      =   11.63
      Top                                      1   ×       2        ×   6.46    ×   0.23      =    2.97
      Sides                                    2   ×       2        ×   2.25    ×   0.90      =    8.10
      Top                                      2   ×       2        ×   2.25    ×   0.23      =    2.07
      Sides                                    2   ×       1        ×   3.47    ×   0.90      =    6.25
      Top                                      2   ×       1        ×   3.47    ×   0.23      =    1.60
                                               4   ×       4        ×   6.15    ×   3.50      =   344.40
      (4×4)     H = (3.50+4.05)/2             16   ×       2        ×   2.25    ×   3.78      =   271.80
                H = (4.50+4.81)/2              4   ×       4        ×   3.50    ×   4.43      =   248.08
                H = (450+5.00)/2               1   ×       4        ×   2.25    ×   4.43      =   39.87
                H = (4.50+5.00)/2              4   ×       4        ×   5.00    ×   4.43      =   354.40
      Cupboards                                4   ×       2        ×   0.75    ×   3.00      =   18.00
      Sides                                    1   ×       4        ×   0.15    ×   0.75      =    0.45
      Top
      Deduction                               -4   ×       4        ×   1.20    ×   2.40      =   -46.08
      D2                              w2      -4   ×       2        ×   0.90    ×   1.65      =   -11.88
                                      w1      -4   ×       4        ×   5.00    ×   1.65      =   -132.00
                                      v2      -4   ×       4        ×   1.20    ×   0.45      =    -8.64
      Library                                  1   ×       2        ×   9.15    ×   3.50      =   64.05
                H = (3.50+4.50)/2              1   ×       2        ×   6.50    ×   4.00      =   52.00
      Deduction                               -1   ×       1        ×   1.20    ×   2.40      =    -2.88
      D2
      Girls toilet                             1   ×       1        ×   6.15    ×   3.00      =   18.45




                                                                                                       Mts-GF-Page 19
SR.
                   ITEM OF WORK                  No       L           B            H         QTY       UNIT
No.
                                                 1    ×   1     ×   1.90    ×    3.00   =    5.70
                                                 1    ×   5     ×   1.20    ×    3.00   =    18.00
                                                 1    ×   1     ×   5.15    ×    3.00   =    15.45
                                                 1    ×   6     ×   0.90    ×    3.00   =    16.20
      Deduction D5 (6Nos.)                       -1   ×   6     ×   0.80    ×    2.10   =   -10.08
      Outer wall in corridor                     1    ×   1     ×   1.00    ×    3.00   =    3.00
                                                 1    ×   1     ×   2.50    ×    3.00   =    7.50
      Ladies staff toilet and gents staff        2    ×   1     ×   4.35    ×    3.00   =    26.10
      toilet                                     2    ×   1     ×   1.35    ×    3.00   =    8.10
                                                 2    ×   1     ×   2.25    ×    3.00   =    13.50
                               (2×2)             4    ×   2     ×   0.90    ×    3.00   =    21.60
                               (2×2)             4    ×   2     ×   1.20    ×    3.00   =    28.80
      Partition wall                             2    ×   1     ×   1.20    ×    3.00   =    7.20
      Deduction D5-4 Nos, D4-2 Nos.              -1   ×   4     ×   0.80    ×    2.10   =    -6.72
                                                 -1   ×   2     ×   0.90    ×    2.10   =    -3.78
                                                                    Total       Total   =   1699.60   Sqm.
      ITEM NO.16
16 Providing sand faced plaster externally in cement mortar using approved
      screened sand in all positions including base coat of 15 mm thick in C.M. 1:4
      using waterproofing compound at 1 Kg. per cement bag curing the same for not
      less than 2 days and keeping the surface of the base coat rough to receive the
      sand faced treatment of 6 to 8 mm thick in C.M. 1:4 finishing the surface by taking
      out grains
      and curing for fourteen days, scaffolding etc. complete.
      Spec. No. Bd.L.7 Page No. 369
      Library         (5.30+4.40)/2            1 ×         2       × 6.96 × 4.85 =           67.51
                                                 1    ×   1     ×   9.61    ×    4.40   =    42.28
      Column face                                1    ×   4     ×   0.60    ×    4.40   =    10.56
                                                 4    ×   2     ×   0.60    ×    4.60   =    22.08
      Corridor walls                             4    ×   1     ×   16.61   ×    1.80   =   119.59
                                                 4    ×   1     ×   2.96    ×    3.75   =    44.40
      Column face                                5    ×   2     ×   0.60    ×    3.75   =    22.50
                       (4.40+4.72)/2             2    ×   4     ×   2.13    ×    4.56   =    77.70
                       (4.72+5.54)/2             2    ×   4     ×   4.89    ×    5.13   =   200.69
                       (5.54+5.9)/2              2    ×   4     ×   2.25    ×    5.72   =   102.96
      Toilet blocks external wall                1    ×   2     ×   5.18    ×    3.75   =    38.85
                                                 1    ×   1     ×   3.71    ×    3.75   =    13.91
                                                 1    ×   1     ×   3.75    ×    3.75   =    14.06
                                                 1    ×   1     ×   1.52    ×    3.75   =    5.70
                                                 1    ×   1     ×   2.48    ×    3.75   =    9.30
                                                 1    ×   1     ×   1.57    ×    3.75   =    5.89
                                                 1    ×   1     ×   2.81    ×    3.75   =    10.54
                                                 1    ×   1     ×   5.18    ×    5.40   =    27.97
      Court yard                                 2    ×   2     ×   16.50   ×    1.80   =   118.80
                                                 2    ×   1     ×   6.00    ×    1.80   =    21.60
                                                 2    ×   1     ×   3.47    ×    1.80   =    12.49
                                                 2    ×   2     ×   2.25    ×    1.80   =    16.20
      Deduction                       V1- 17     -1   ×   17    ×   0.60    ×    1.20   =   -12.24
      Nos.                                       -1
                                        W5- 16 Nos.   ×   1     ×   0.45    ×    0.45   =    -0.20
       For gutter walls sides           (2×2)     4   ×   2     ×   16.50   ×    0.30   =    39.60
                                          (2×2) 4     ×   1     ×   6.00    ×    0.30   =    7.20
                                          (2×2) 4     ×   1     ×   3.47    ×    0.30   =    4.16




                                                                                                 Mts-GF-Page 20
SR.
                   ITEM OF WORK               No           L             B           H            QTY        UNIT
No.
                                     (2×2)    4    ×       2       ×   2.25    ×   0.30      =    5.40
                                     top      2    ×       2       ×   16.50   ×   0.30      =    19.80
                                              2    ×       1       ×   6.00    ×   0.30      =    3.60
                                              2    ×       1       ×   3.47    ×   0.30      =    2.08
                                              2    ×       2       ×   2.25    ×   0.30      =    2.70
                                                                                   Total     =   1077.69    Sqm.
      ITEM NO.17
17 Providing & fixing on walls / ceiling / floors, 15mm dia heavy grade (type) having
      embossed as ISI Mark
      galvanised iron pipes weight of 1.48 kg/metre with screwed,sockets, joints &
      necessary galvanised iron fittings Such as sockets, back nuts, elbows, bends,
      tees, reducers, enlarges, plugs, Clamps etc. including necessary drilling holes in
      walls, slabs etc. & remaking good the demolished portion to restore the same in
      original condition neatly & providing & applying anti corrosive primer oil paint & 2
      coats of oil paintings complete. Spec. No. Bd. V. 5 Page No. 551
                                                                      24        × 5        = 120             Rmt.
      ITEM NO.18
18 Providing & fixing on walls / ceiling / floors, 20mm dia heavy grade (type) having
      embossed as ISI Mark
      galvanised iron pipes weight of 1.93 kg/metre with screwed,sockets, joints &
      necessary galvanised iron fittings Such as sockets, back nuts, elbows, bends,
      tees, reducers, enlarges, plugs, Clamps etc. including necessary drilling holes in
      walls, slabs etc. & remaking good the demolished portion to restore the same in
      original condition neatly & providing & applying anti corrosive primer oil paint & 2
      coats of oil paintings complete. Spec. No. Bd. V. 5 Page No. 551
                                                                                             = 10.00         Rmt.
      ITEM NO.19
19 Providing & fixing on walls / ceiling / floors, 25mm dia heavy grade (type) having
      embossed as ISI Mark
      galvanised iron pipes weight of 3.01kg/metre with screwed,sockets, joints &
      necessary galvanised iron fittings Such as sockets, back nuts, elbows, bends,
      tees, reducers, enlarges, plugs, Clamps etc. including necessary drilling holes in
      walls, slabs etc. & remaking good the demolished portion to restore the same in
      original condition neatly & providing & applying anti corrosive primer oil paint & 2
      coats of oil paintings complete. Spec. No. Bd. V. 5 Page No. 551
                                                                                             = 100.00        Rmt.




                                                                                                       Mts-GF-Page 21
SR.
                   ITEM OF WORK               No           L             B           H           QTY         UNIT
No.
      ITEM NO.20
20 Providing & fixing on walls / ceiling / floors, 32mm dia heavy grade (type) having
      embossed as ISI Mark
      galvanised iron pipes weight of 3.89kg/metre with screwed,sockets, joints &
      necessary galvanised iron fittings Such as sockets, back nuts, elbows, bends,
      tees, reducers, enlarges, plugs, Clamps etc. including necessary drilling holes in
      walls, slabs etc. & remaking good the demolished portion to restore the same in
      original condition neatly & providing & applying anti corrosive primer oil paint & 2
      coats of oil paintings complete. Spec. No. Bd. V. 5 Page No. 551
                                                                                             = 10.00         Rmt.
      ITEM NO.21
21 Providing and fixing on walls / ceilling / floors, 15 mm dia heavy grade ( type)
      having embossed as ISI Mark galvanised iron pipes weight of 1.25 kg/metre with
      screwed, sockets, joints & necessary galvanised iron fittings such as sockets.
      Back nuts, elbows, bends, tees, reducers. enlarge, plugs, clamps etcincluding
      necesary drilling holes in walls, slabs etc. & remarking good the demolished
      portion to restore the same in original condition neatly & providing & applying anti
      corrosive primer oil paint & 2 coats of oil painting complete. Spec. No. Bd.V. P.
                                                                                             = 10.00         Rmt.
      ITEM NO.22
22 Providing and fixing on walls / ceilling / floors, 20 mm dia heavy grade ( type)
      having embossed as ISI Mark galvanised iron pipes weight of 1.62 kg/metre with
      screwed, sockets, joints & necessary galvanised iron fittings such as sockets.
      Back nuts, elbows, bends, tees, reducers. enlarge, plugs, clamps etcincluding
      necesary drilling holes in walls, slabs etc. & remarking good the demolished
      portion to restore the same in original condition neatly & providing & applying anti
      corrosive primer oil paint & 2 coats of oil painting complete. Spec. No. Bd.V. P.
      No. 551                                                                              = 10.00           Rmt.
      ITEM NO.23
23 Providing and fixing on walls / ceilling / floors, 25 mm dia heavy grade ( type)
      having embossed as ISI Mark galvanised iron pipes weight of 2.49 kg/metre with
      screwed, sockets, joints & necessary galvanised iron fittings such as sockets.
      Back nuts, elbows, bends, tees, reducers. enlarge, plugs, clamps etcincluding
      necesary drilling holes in walls, slabs etc. & remarking good the demolished
      portion to restore the same in original condition neatly & providing & applying anti
      corrosive primer oil paint & 2 coats of oil painting complete. Spec. No. Bd.V. P.
      No. 551
                                                                                             = 50.00         Rmt.
      ITEM NO.24
24 Providing and fixing on walls / ceilling / floors, 32 mm dia heavy grade ( type)
      having embossed as ISI Mark galvanised iron pipes weight of 3.20 kg/metre with
      screwed, sockets, joints & necessary galvanised iron fittings such as sockets.
      Back nuts, elbows, bends, tees, reducers. enlarge, plugs, clamps etcincluding
      necesary drilling holes in walls, slabs etc. & remarking good the demolished
      portion to restore the same in original condition neatly & providing & applying anti
      corrosive primer oil paint & 2 coats of oil painting complete. Spec. No. Bd.V. P.
      No. 551
                                                                                             = 50.00         Rmt.
      ITEM NO.25
25 Providing , laying & fixing P.V.C. soil vent/stabiliser/waste pipe pipe of 75 mm dia
      with fitting such as bends, tees,single junctions ,slotted vent , clamp, etc.
      complete.
                                                                                             =    50.00      Rmt.




                                                                                                       Mts-GF-Page 22
SR.
                   ITEM OF WORK               No            L             B            H           QTY       UNIT
No.
      ITEM NO.26
26 Providing , laying & fixing P.V.C. soil vent/stabiliser/waste pipe pipe of 100 mm
      dia with fitting such as bends, tees,single junctions ,slotted vent , clamp, etc. = 50.00              Rmt.
      complete.
      ITEM NO.27
27 Providing & laying polished kotah stone flooring 25 to 30mm thick & of required
      width wide in plain /diamond pattern on a bed of 1:6 cm including cement float,
      filling joints with neat cement slurry, curing, polishing & cleaning complete.
      Corridor (1.80m wide)
      C and C1                                 1    ×      2        ×   40.31   ×    1.80    =   145.12
      Triangular portion                       4    ×     0.5       ×    2.03   ×    2.09    =    8.49
      Triangular portion                      16    ×     0.5       ×    2.25   ×    2.25    =    40.50
      Triangular portion                      12    ×     0.5       ×    1.50   ×    1.50    =    13.50
      Corridor (3.60m wide)                    1    ×      1        ×   37.44   ×    3.60    =   134.78
      Corrodor 1.80m wide nearcourt            1    ×      4        ×   16.96   ×    1.80    =   122.11
      yard                                     1    ×      2        ×   10.52   ×    1.80    =    37.87
      Library                                  1    ×      1        ×    9.15   ×    6.50    =    59.48
      Class room and labs                      1    ×      13       ×    9.15   ×    6.50    =   773.18
      Deduction (13× 4 × 1/2)                  -1   ×      26       ×    1.50   ×    1.50    =   -58.50
      Head Master's room ,Teacher's            1    ×      4        ×    4.50   ×    6.50    =   117.00
      room
      Deduction ( 4 ×2 ×1/2)                   -1   ×      4        ×    1.50   ×    1.50    =    -9.00
                                                                                     Total   =   1384.52    Sqm.
      ITEM NO.28
28     Providing and laying polished machine cut Kotah Stone slabs 20 mm to 25 mm thick for treads
        and risers of steps and staircases with rounded nosing for the treads on a bed of 1:4 cement
          mortar including cement float, filling joints with neat cement slurry, curing, polishing and
                            cleaning complete.            Spec. No. : Bd. M No. 390
      Entrance steps                            1 ×           1       × 6.83 × 2.03 =               13.86
                                               1    ×      5        ×    6.37   ×    0.30    =    9.56
                                               1    ×      1        ×    1.50   ×    0.30    =    0.45
      Stair case entrance portion              1    ×      1        ×    2.35   ×    2.90    =    6.82
      Steps                                    2    ×      9        ×    1.10   ×    0.30    =    5.94
      Landing                                  1    ×      1        ×    1.35   ×    2.35    =    3.17
      Steps in court yard                      4    ×      4        ×    0.30   ×    1.50    =    7.20
                                                                                     Total   =    47.00     Sqm.
      ITEM NO.29
29 Providing Machine polishing to kotah stone including cleaning, washing,
   Mirror polishing etc. complete. For Flooring.
      Library                                  1    ×      1        ×   9.15    ×    6.50    =    59.48
      Class room and labs                      1    ×      13       ×   9.15    ×    6.50    =   773.18
      Deduction (13× 4 × 1/2)                  -1   ×      26       ×   1.50    ×    1.50    =   -58.50
      Head Master's room ,Teacher's            1    ×      4        ×   4.50    ×    6.50    =   117.00
      room
      Deduction ( 4 ×2 ×1/2)                   -1   ×      4        ×   1.50    ×    1.50    =    -9.00
      Library                                  1    ×      2        ×   9.15    ×    0.15    =    2.75
                                               1    ×      2        ×   6.50    ×    0.15    =    1.95
      Class room and labs                     13    ×      2        ×   9.15    ×    0.15    =    35.69
                                              13    ×      2        ×   6.50    ×    0.15    =    25.35
      Deduction (13× 4 )                      -52   ×      2        ×   1.50    ×    0.15    =   -23.40
      Head Master's room ,Teacher's            4    ×      2        ×   4.50    ×    0.15    =    5.40
      room                                     4    ×      2        ×   6.50    ×    0.15    =    7.80
      Deduction ( 2×4 )                        -8   ×      2        ×   1.50    ×    0.15    =    -3.60
                                                                                     Total   =   934.08




                                                                                                       Mts-GF-Page 23
SR.
                   ITEM OF WORK            No           L            B          H             QTY      UNIT
No.
      Qty as per I.No.28                                                               = 1384.5
      Qty as per I.No.29                                                               = 47
                                                                               Total   = 2365.60      Sqm.
      ITEM NO.29 A
30 Providing Machine polishing to kotah stone including cleaning, washing,
                                                                                       =
   Mirror polishing etc. complete. For Skirting.                                           614.20     Sqm.
                                                                               Total   =    614.20    Sqm.
      ITEM NO.30
31 Providing sill of polished kotah stone 25mm to 30mm thick on a bed of 1:4 c.m.
      including cement float, filling joints with slurry, curring polishing and cleaning
      complete.
                                      W1       1 ×         13      × 5.00 × 0.23 =          14.95
                                   W2       1    ×     36      ×    0.90   ×   0.23    =     7.45
                                   W5       1    ×     16      ×    0.45   ×   0.23    =     1.66
                                                                               Total   = 24.06        Sqm.
      ITEM NO.31
32 Providing & laying polished Kotah Stone for striking & dado 12mm thick in
      required width in plain / diamond pattern on a bed of 1:4cement mortar including
      cement float, filling joints with neat cement slurry, curing, polishing & cleaning
      complete.
      Entrance                                 1 ×        2        × 2.03 × 0.15 =           0.61
      Corridor 1.80m wideCandC1             1    ×     2       ×   40.31   ×   0.15    =    12.09
                                            1    ×     2       ×    1.8    ×   0.15    =     0.54
      Deduction                             -1   ×     4       ×    2.09   ×   0.15    =    -1.25
      Trangular porton                      1    ×     4       ×    2.03   ×   0.15    =     1.22
                                            1    ×     4       ×    2.09   ×   0.15    =     1.25
      Trangular porton                     16    ×     2       ×    2.25   ×   0.15    =    10.80
      Deduction                             -1   ×     16      ×    2.66   ×   0.15    =    -6.38
      Trangular porton                     12    ×     2       ×    1.5    ×   0.15    =     5.40
      Deduction                             -1   ×     12      ×    2.25   ×   0.15    =    -4.05
      Corridor 3.60m wide                   1    ×     2       ×   37.44   ×   0.15    =    11.23
                                            1    ×     2       ×    3.6    ×   0.15    =     1.08
      Corridor 1.80m wide near              1    ×     4       ×   16.96. ×    0.15    =    10.18
      courtyard                             1    ×     4       ×    1.8    ×   0.15    =     1.08
                                            1    ×     2       ×   10.52   ×   0.15    =     3.16
                                            1    ×     2       ×    1.8    ×   0.15    =     0.54
      Library                               1    ×     2       ×    9.15   ×   0.15    =     2.75
                                            1    ×     2       ×    6.5    ×   0.15    =     1.95
      Class room and labs                  13    ×     2       ×    9.15   ×   0.15    =    35.69
                                           13    ×     2       ×    6.5    ×   0.15    =    25.35
      Deduction ( 13 × 4 )                 -52 ×       2       ×    1.5    ×   0.15    =    -23.40
      Head Master's room ,Teacher's         4    ×     2       ×    4.5    ×   0.15    =     5.40
      room                                  4    ×     2       ×    6.5    ×   0.15    =     7.80
      Deduction ( 2×4 )                     -8   ×     2       ×    1.5    ×   0.15    =    -3.60
      Adition                               2    ×      4      ×    2.25   ×   0.15    =     2.70
                                                                               Total   =   102.12     Sqm.




                                                                                                 Mts-GF-Page 24
SR.
                     ITEM OF WORK             No           L              B           H            QTY      UNIT
No.
      ITEM NO.32
33 Providing & fixing ceramic tiles ( laser cut) of approved quality 30cm X 30cm X
      8mm for flooring in required position laid on a bed of 1:4cement mortar including
      cement float, filling joint with white colour cement slurry cleaning curing complete.
      Girls toilet                             1   ×       1        ×   6.15    ×    1.9      =   11.69
      Bath                                     1   ×       3        ×    0.9    ×    1.2      =    3.24
      Ladies staff toilet                      1   ×       2        ×   2.25    ×   2.25      =   10.13
      Gents staff toilet                       1   ×       2        ×    2.1    ×    0.9      =    3.78
      Head Master's toilet                     1   ×       2        ×    1.5    ×    1.8      =    5.40
      Boys toilet                              1   ×       1        ×    7.2    ×    1.9      =   13.68
                                               1   ×       1        ×     3     ×   3.25      =    9.75
                                                                                    Total     =   57.66    Sqm.
      ITEM NO.33
34 Providing & fixing ceramic tiles of approved quality 20cm X 20cm X 8mm for
      flooring in required position laid on a bed of 1:4cement mortar including cement
      float, filling joint with white colour cement slurry cleaning curing complete.
      W.C.                                     1   ×       3        ×    0.9    ×    1.2      =    3.24
      W.C. and bath                            2   ×       2        ×    0.9    ×    1.2      =    4.32
      W.C.                                     1   ×       4        ×    0.9    ×    1.2      =    4.32
                                                                                    Total     =   11.88    Sqm.
      ITEM NO.34
35 Providing & laying ceramic tiles of approved quality 30cm ×30cm×5mm for dado &
      skirting in required position with ready made adhesive mortar of approved quality
      on plaster of 1:2 cement mortar including joints filling with white/ color cement
      slurrytoilet
      Girls cleaning curing complete.          1 ×       1        × 6.15 × 1.20 =                  7.38
                                               1   ×       2        ×   1.90    ×   1.20      =    4.56
      Bath                                     3   ×       2        ×   0.90    ×   1.20      =    6.48
                                               3   ×       2        ×   1.20    ×   1.20      =    8.64
      Cooler area 2Nos.                        2   ×       2        ×   0.83    ×   1.20      =    3.98
      Ladies staff toilet                      1   ×       2        ×   1.52    ×   1.20      =    3.65
      Gents staff toilet                       2   ×       2        ×   2.25    ×   1.20      =   10.80
      Wall                                     2   ×       1        ×   2.25    ×   1.20      =    5.40
                                               2   ×       2        ×   0.90    ×   1.20      =    4.32
      Passage                                  2   ×       1        ×   0.15    ×   1.20      =    0.36
                                               2   ×       1        ×   2.10    ×   1.20      =    5.04
                                               2   ×       1        ×   0.90    ×   1.20      =    2.16
      Bath (2× 2)                              4   ×       2        ×   1.20    ×   1.20      =   11.52
      Head Master's toilet                     2   ×       2        ×   1.50    ×   1.20      =    7.20
      Boys toilet                              2   ×       2        ×   1.80    ×   1.20      =    8.64
                                               1   ×       1        ×   6.20    ×   1.20      =    7.44
                                               1   ×       1        ×   1.80    ×   1.20      =    2.16
                                               1   ×       1        ×   3.25    ×   1.20      =    3.90
                                               1   ×       2        ×   1.00    ×   1.20      =    2.40
                                               1   ×       1        ×   0.15    ×   1.20      =    0.18
                                               1   ×       1        ×   1.35    ×   1.20      =    1.62
                                               1   ×       1        ×   3.00    ×   1.20      =    3.60
      Bath                                     4   ×       2        ×    1.2    ×   1.20      =   11.52
                                                                                    Total     =   122.95   Sqm.
      ITEM NO.35




                                                                                                      Mts-GF-Page 25
SR.
                    ITEM OF WORK             No           L             B           H            QTY       UNIT
No.
36 Proving and laying ceramic tiles of approved quality 20cm × 20cm× 5mm for dado
      & skirting in required position with ready made adhesive mortar of approved
      quality on plaster of 1:2 cement mortar including cement float, filling joints with
      white / color cement slurry cleaning curing complete.
      W.C.                                    3   ×       2       ×    0.90   ×    1.20     =    6.48
                                              3   ×       2       ×    1.20   ×    1.20     =    8.64
      W.C. (2× 2)                             4   ×       2       ×    0.90   ×    1.20     =    8.64
      W.C.                                    4   ×       2       ×    0.90   ×    1.20     =    8.64
                                                                                  Total     =    32.40    Sqm.
      ITEM NO.36
37 Providing and fixing door frame with openable fanlight of frame size 60 mm x 100
      mm for the following sizes including ckamfering rounding, rebating, hold fast of
      size 300 mm x 40 mm x 5 mm finishing with three coats of oil painting, complete.

      D1                                      1   ×       2       ×    1.8    ×    2.4      =    8.64
      D2                                     14   ×       2       ×    1.2    ×    2.4      =    80.64
      D3                                      6   ×       2       ×     1     ×    2.4      =    28.8
      D4                                      7   ×       2       ×    0.9    ×    2.1      =    26.46
                                                                                                144.54
                                              9   ×       1       ×    0.05   ×    0.06     =    0.027
                                          2 18    ×     2.10      ×    0.05   ×    0.06     =   0.1134
                                          × 1     ×    144.54     ×    0.06   ×    0.10     =   0.86724
      Quantity of frame                                                           Total     =    1.01     Cum.
      ITEM NO.37
38 Providing and fixing the country cut teak wood double or single leaf second class
      fully pannelled doors 35mm thick shutter and 25 mm thick pannels with/without
      openable fanlight as per detailed drawings. excluding the door frame iron
      oxidised fixtures and fastening and finishing the wood work with oil painting 3
      coats.
                                     D1      1 ×        1      × 1.80 × 2.40 =                   4.32     Sqm.
      ITEM NO.38
39 Providing & fixing single leaf paneled door without fanlight & shutter 35mm thick
      as per drawing consisting of C.C.T.W. top rail size 100× 35mm & bottom rail &
      lock rail 200×35mm insert panel 12mm thick commercial play faced T.W. partical
      board with phenel from aldehyde synthetic resin (Generally confirming to ISI
      3097) excluding frame including iron oxidized fixture & fastening & T.W beading
      to junction of paneled descriptional insert & as instructed by the Engineer in
      charge including 3coats of oil painting etc. complete.
      D4                                       1 ×         7     × 0.90 × 2.10 =                 13.23    Sqm.
      ITEM NO.39
40 Providing & fixing double leaf paneled door without fanlight & shutter 35mm thick
      as per drawing consisting of C.C.T.W. top rail size 100× 35mm & bottom rail &
      lock rail 200×35mm insert panel 12mm thick commercial play faced T.W. partical
      board with phenel from aldehyde synthetic resin (Generally confirming to ISI
      3097) excluding frame including iron oxidized fixture & fastening & T.W beading
      to junction of paneled descriptional insert & as instructed by the Engineer in
      charge including 3coats of oil painting etc. complete.

      D2                                      1   ×      14       ×    1.20   ×    2.40     =    40.32
      D3                                      1   ×       6       ×     1     ×    2.40     =    14.4
                                                                                  Total     =    54.72    Sqm.
      ITEM NO.40




                                                                                                     Mts-GF-Page 26
SR.
                   ITEM OF WORK               No           L             B           H           QTY       UNIT
No.
41 Providing and fixing machine cut mirror polished green coloured marble slab of
      required size and about 2o mm thick of apporoved quality for boxing of windows
      ,door frames of toilets on cement mortor 1:4 including neat cement float, filling
      joints ,roundig and moulding the edges ,curing miror polishing rubbing cleaning
      etc.complete.
               D5{2×(0.80+2.10)}           1 ×         15       ×    5.8   × 0.15 =              13.05    Sqm.
      ITEM NO.41                                                                             =
42 Providing and fixing PVC door shutter comprising of anodised alluminium frame
      work made out of alluminium ‘C’ of 23.6 mm x 20mm x 1.8 mm thickness as
      vertical top and bottom rail and anodised alluminium ‘H’ type section having
      dimensions of 23.6mm x 60mm x 1.8 mm thickness for lock-rail. The shutter infil to
      be made out of extruded PVC multichamber hollow sections of 200 mm x 20 mm
      x 1 mm Web accessories tower bold M.S. hinges and c.p. bars latch will have to
      be provided to the shutter etc. complete. Spec. : As directed by Engineer-in-
      charge.
      D5                                   1 ×        15      ×      0.8   ×     2.1     =       25.2     Sqm.
      ITEM NO.42
43 Providing and fixing in positionanodised ( as per I.S. 1868/1982) alluminium
      sliding window of two tracks with rectangular pipe 63 38.×10× 1.22 mmat weight
      0.650 kg/Rmt and window frame bottom track section 61.85× 31.75× 1.20mm at
      weight 0.695 kg/Rmt. top and side track section 61.85 ×31.75× 1.00mm at weight
      0.417 kg/RMT. the shutter should be of bearing 40 18 1.25mm at weight 0.417 kg/
      Rmt inter locking section 40 ×18× 1.10mm at weight 0.469 kg/Rmt and handle
      section 40× 18 ×1.25mm at 0.417kg/ Rmt as per detailed drawing and as directed
      by Engineer-in-charge with all necessary alluminium sections fixture and
      fastenings such as roller bearing in nylon casing and self locking catch fitted in
      vertical section of shutter including 5mm thick plain glass with all required screws
      and nuts etc. complete (without box and without powder coating )
                                     W2       1    ×      36       ×    0.9    ×   1.65      =   53.46
                                     W5       1    ×      16       ×   0.45    ×   0.45      =   3.24
                                      V2      1    ×      16       ×    1.2    ×   0.45      =   8.64
                                                                                   Total     =   65.34    Sqm.
      ITEM NO.43
44 Providing and fixing in position alluminium partly openable and partly fixed
      window of any size as per detailed drawing and as directed by Engineer-in-charge
      with all necessary alluminium sections including necessary fixtures and fastening
      such as alluminium latch, alluminium stay, tower bolts, P.V.C. gasket and rubber
      lining, alluminium screws, hinges etc. with 5mm thick clear float glass etc.
      complete.With powder coating V1         1 ×        18      ×     0.6   ×    1.2   =        12.96
                                      V2      1    ×      16       ×    1.2    ×   0.45      =   8.64
                                                                                   Total     =   21.60    Sqm.

      ITEM NO.44
45 Providing and fixing in position after hoisting, precast 1:2 cement mortar
      reinforcement Jali 50 mm thick of
      approved design cement mortar 1:3 and curing complete ( including 6 mm
      diameter mild steel bar reinforcement). Spec. No. : Bd. F. 19 Page No. 307

      Corridor                                1    ×      20       ×   2.46    ×   1.80      =   88.56
      Staircase                               1    ×       1       ×   1.35    ×   1.65      =   2.23
      Duct                                    1    ×       3       ×   0.90    ×   2.85      =   7.70
      Courtyard                               2    ×       2       ×   16.50   ×   1.50      =   99.00
                                              2    ×       1       ×   6.00    ×   1.50      =   18.00
                                              2    ×       2       ×   2.25    ×   1.50      =   13.50




                                                                                                     Mts-GF-Page 27
SR.
                    ITEM OF WORK            No           L           B           H           QTY       UNIT
No.
                                            2      ×    1      ×    3.71   ×    1.50    =    11.13
      Near toilet blocks                    1      ×    4      ×    2.25   ×    1.80    =    16.20
                                                                                Total   =   256.31    Sqm.
      ITEM NO.45
46 Providing and fixing polycarbonated sheet roofing
      For roofing                           2      ×     2     ×    3.6    ×    7.16    =   103.10    Sqm.
      ITEM NO.46
47 Providing and fixing decorative roofing tiles
      For sloping slab                      2      ×     2     ×   41.38   ×    7.16    =   1185.12
                                            1      ×     2     ×    9.61   ×    7.16    =   137.62
                     (4 × 1/2)              1      ×     2     ×    3.53   ×    3.53    =    24.92
                                                                                Total   = 1347.66     Sqm.
      Net quantity
      ITEM NO.47
48 Providing & laying water proof treatment on terrace slab with B.B.Coba in all
      position with an average thickness of 112mm consisting specialized materials as
      per the manufacture specification & covering 10 years guarantee on court fee
      stamp paper including all lead, lift, etc. complete
      R.C.C. Slab                           1      ×   56.26   ×   10.52   ×    1.00    =   591.86
      Deductions                            -2     ×   17.80   ×    6.00   ×    1.00    =   -213.60
                                            -1     ×   4.00    ×    1.57   ×    1.00    =    -6.28
                                            -1     ×   2.62    ×    4.00   ×    1.00    =   -10.48
                                            -2     ×   3.52    ×    1.52   ×    1.00    =   -10.70
                                                                                        =   241.06    Sqm.
      Water proofing to varandah            1      ×    4      ×   17.16   ×    1.80    =   123.55
                                            1      ×    1      ×   52.08   ×    3.40    =   177.07
      2 × 8 ×1/2                            1      ×    8      ×    3.00   ×    3.00    =    72.00
                                            2      ×    1      ×    6.83   ×    1.80    =    24.59
      Toilet                                1      ×    4      ×    1.80   ×    1.80    =    12.96
                                                                                        =   410.17
      For sloping slab                      2      ×    2      ×   41.38   ×    7.16    =   1185.12
                                            1      ×    2      ×    9.61   ×    7.16    =   137.62
                     (4 × 1/2)              1      ×    2      ×    3.53   ×    3.53    =    24.92


      Water proofing to varandah            1      ×    4      ×   17.16   ×    1.80    =   123.55
                                            1      ×    1      ×   52.08   ×    3.40    =   177.07
      2 × 8 ×1/2                            1      ×    8      ×    3.00   ×    3.00    =    72.00
                                            2      ×    1      ×    6.83   ×    1.80    =    24.59
      Toilet                                1      ×    4      ×    1.80   ×    1.80    =    12.96
                                                                                        =   410.17
      Net quantity                         Tota =        591.90+410.17-241.06           =   761.01    Sqm.
                                            l




                                                                                                 Mts-GF-Page 28
SR.
                      ITEM OF WORK        No          L            B            H         QTY       UNIT
No.
      ITEM NO.48
49     P/A two coats of water proof cement paints of approved manufacture & of
      approved colour to the plasteres surface including scaffolding if necessary,
      cleaning & preparing the surface, watering for two days complete.
      Library        (5.30+4.40)/2        1    ×     2       ×   6.96    ×    4.85   =    67.51
                                          1    ×     1       ×   9.61    ×    4.40   =    42.28
      Column faces                        1    ×     4       ×   0.60    ×    4.40   =    10.56
                                          4    ×     2       ×   0.60    ×    4.60   =    22.08
      Corridor wall(external)             4    ×     1       ×   16.61   ×    1.80   =   119.59
                                          4    ×     1       ×   2.96    ×    3.75   =    44.40
      Column faces                        5    ×     2       ×   0.60    ×    3.75   =    22.50
      (4.40+4.72)/2                       2    ×     4       ×   2.13    ×    4.56   =    77.70
      (4.72+5.54)/2                       2    ×     4       ×   4.89    ×    5.13   =   200.69
      (5.54+5.90)/2                       2    ×     4       ×   2.25    ×    5.72   =   102.96
      Toilet blocks external wall         1    ×     2       ×   5.18    ×    3.75   =    38.85
                                          1    ×     1       ×   3.71    ×    3.75   =    13.91
                                          1    ×     1       ×   3.75    ×    3.75   =    14.06
                                          1    ×     1       ×   1.52    ×    3.75   =    5.70
                                          1    ×     1       ×   2.48    ×    3.75   =    9.30
                                          1    ×     1       ×   1.57    ×    3.75   =    5.89
                                          1    ×     1       ×   2.81    ×    3.75   =    10.54
                                          1    ×     1       ×   5.18    ×    5.40   =    27.97
      Courtyard                           2    ×     2       ×   16.50   ×    1.80   =   118.80
                                          2    ×     1       ×   6.00    ×    1.80   =    21.60
                                          2    ×     1       ×   3.47    ×    1.80   =    12.49
                                          2    ×     2       ×   2.25    ×    1.80   =    16.20
      Deduction                 V1- 17    -1   ×     17      ×   0.60    ×    1.20   =   -12.24
      Nos.                                                                                -0.20
                                W5-16     -1   ×     1       ×   0.45    ×    0.45   =
      Nos.
      For gutter wall sides      (2× 2)   4          2           16.50        0.30   =    39.60
                                               ×             ×           ×
                                 (2× 2)   4    ×     1       ×   6.00    ×    0.30   =    7.20
                                 (2× 2)   4    ×     1       ×   3.47    ×    0.30   =    4.16
                                 (2× 2)   4    ×     2       ×   2.25    ×    0.30   =    5.40
                         Top              2    ×     2       ×   16.50   ×    0.30   =    19.80
                                          2    ×     1       ×   6.00    ×    0.30   =    3.60
                                          2    ×     1       ×   3.47    ×    0.30   =    2.08
                                          2    ×     2       ×   2.25    ×    0.30   =    2.70
                                                                             Total   =   1077.69   Sqm.
      ITEM NO.49
50 Providing and applying white-wash in two coats on old/new plastered or masonry
      surfaces and asbestos cement sheets including scaffolding and preparing the
      surface by brushing & brooming down complete.
      White wash to ceiling
      1.80m wide corridoor                1    ×     2       ×   40.31   ×     1.8   =   145.12
      Library                             1    ×     2       ×   9.15    ×     3.4   =    62.22
      Infront of library                  1    ×     1       ×   6.83    ×    2.03   =    13.86
      Corridor near court yard            1    ×     4       ×   16.96   ×     1.8   =   122.11
      3.60m corridor                      1    ×     1       ×   10.06   ×     3.6   =    36.22
      Corridor infront of toilet blocks   1    ×     2       ×   10.52   ×     1.8   =    37.87
      Class room                          1    ×     13      ×   9.15    ×    6.67   =   793.40
      Girls toilet                        1    ×     1       ×   6.15    ×     1.9   =    11.69
      W.C.and bath                        1    ×     6       ×    0.9    ×     1.2   =    6.48
      Staff toilet(Gents+Ladies)          1    ×     2       ×   2.05    ×    2.25   =    9.23




                                                                                              Mts-GF-Page 29
SR.
                    ITEM OF WORK                 No           L               B            H           QTY       UNIT
No.
                                                 1    ×       2        ×    4.35    ×     0.9    =     7.83
                                                 2    ×       2        ×     0.9    ×     1.2    =     4.32
      Meter room                                 1    ×       1        ×    1.35    ×    2.35    =     3.17
      Toilet block for Head Master               1    ×       2        ×     1.5    ×     1.8    =     5.40
      2Nos.toilet                                                                                      13.68
      Boys                                       1    ×       1        ×     7.2    ×     1.9    =
                                                 1    ×       1        ×      3     ×    3.25    =     9.75
      W.C.and bath                               1    ×       4        ×     0.9    ×     1.2    =     4.32
      Store room                                 1    ×       1        ×     6.6    ×    2.35    =     15.51
      Porch(4 × 1/2)                             1    ×       2        ×    7.06    ×    3.53    =     49.84
                                                                                        Total    =    1352.01   Sqm.
      ITEM NO.50
51 Providing and applying washable oil-bound distemper of approved colour and
      shade to old & new surfaces in one coat including scaffolding, preparing the
      surfaces ( excluding the primer coat.) complete.
      Qty. of 12mm thick internal                                                                = 1218.66
      plaster 20mm thick internal
      Qty. of                                                                                    = 1701.7
      plaster
      Total Qty. of O.B.D. painting                                                     Total    =    2920.36   Sqm.
      ITEM NO.51
52 Providing and fixing colour glazed earthenware Wash Hand Basin of 55 cm. x 40
      cm. size including cold water piller tap/cold and hot water piller tap brackets,
      rubber plugs and brass chain, stop tap and necessary pipe connections including
      P.V.C. waste pipe and trap upto the outside face
      of the wall. Spec. No. : Bd. V. 30 Page No. 565
      Girls toilet                                                                     =               4.00
      Ladies staff toilet                                                                        =     2.00
      Boys toilet                                                                                =     3.00
      Gents staff toilet                                                                         =     2.00
      Primary Head Master's room                                                                 =     1.00
      Midschool Head Master's room                                                               =     1.00
                                                                                        Total    =     13.00     Nos.
      ITEM NO.53
53 Providing and fixing 1st class white glazed earthenware “Orissa Type” W.C. Pan
      580 mm dia including “P” or “S” trap cast iron soil and vent pipe upto the outside
      face of the wall (1:5:10) cement concrete bedding 15 mm thick 5 liter P.V.C. high
      level flushing cistern with filling inlet pipe with stop tap, basket for fixing the cistern
      32 mm dia PVC flush pipe with filling and clamps, 20 mm dia G.I. over flow with
      mosquito proof coupling G.I. chain pull painting of the exposed pipe and cutting
      and making good walls and floor etc.complete. Spec. : As directed by Engineer in
      Girls toilet                                                                                =    3.00
      Ladies staff toilet                                                                        =     1.00
      Boys toilet                                                                                =     4.00
      Gents staff toilet                                                                         =     1.00
                                                                                        Total    =     9.00      Nos.




                                                                                                           Mts-GF-Page 30
SR.
                    ITEM OF WORK                No           L              B             H          QTY       UNIT
No.
      ITEM NO.54
54 Providing and fixing European type white glazed earthenware couple closet
      symphonic trap with symphonic low level white glazed 10 liters cistern with black
      backlite seat and lid with chromium plated brass hinges including C.I. soil and
      vent pipe upto the outside face of the wall including 100 mm dia G.I. plug bend,
      inlet pipe, stop tap etc. all fittings, cuttings and making good walls and floor etc.
      complete.
      Primary Head Master's room                                                                 =   1.00
      Midschool Head Master's room                                                               =   1.00
                                                                                       Total     =   2.00      Nos.
      ITEM NO.55
55 Providing & fixing White glazed earthenware lipped flat back / corner type Urinal
      with cast iron flushing cistern of 5liters capacity with fitting, inlet pipes & stop tap
      brackets for fixing the cistern 32mm dia PVC flush pipe with fitting & flushing
      arrangement including lead soil pipe lead traps soil pipe connection upto the
      outside face of the wall.
      Head Master's room                                                                         =   2.00
      Boys toilet                                                                                =   4.00
      Gents staff toilet                                                                         =   2.00
                                                                                       Total     =   8.00      Nos.

      ITEM NO.56
56 Providing 25 to 30 mm thick partition of polished Black kadappa stone slabs of
      approved shapes, quality and colour for urinals, including cutting holes of required
      size in the appropriate places to receive pipes etc. fixing in cement mortar 1:3
      curing and cleaning complete.

      Boys toilet                               1    ×       7        ×    0.75    ×     1.2     =   6.30     Sqm.
      ITEM NO.57
57 Providing & fixing 15mm dia screw down bib / stop taps of brass including
      necessary socket union nut complete.

                                                                                                 =   15.00     Nos.
      ITEM NO.58
58 Providing & fixing 20mm dia screw down bib / stop taps of brass including
      necessary socket union nut complete.
                                                                                                 =   5.00      Nos.
      ITEM NO.59
59 Providing & fixing 25mm dia screw down bib / stop taps of brass including
      necessary socket union nut complete.
                                                                                                 =   5.00      Nos.
      ITEM NO.60
61 Providing & fixing screw down 20mm dia wheeled stop tap of brass including
      necessary sockets / union nut complete.

                                                                                                 =   5.00      Nos.
      ITEM NO.61
62 Providing & fixing screw down 25mm dia wheeled stop tap of brass including
      necessary sockets / union nut complete.
                                                                                                 =   5.00      Nos.
      ITEM NO.62
63 Providing & fixing screw down 32mm dia wheeled stop tap of brass including
      necessary sockets / union nut complete.
                                                                                                 =   5.00      Nos.




                                                                                                         Mts-GF-Page 31
SR.
                   ITEM OF WORK               No           L              B           H            QTY      UNIT
No.
      ITEM NO.63
64 Providing & fixing half turn 25 mm gun metal flushing cock including all
      accessories etc. complete           Spec.NO.:As directed by engineer-in-charge.

                                                                                              =   10.00     Nos.
      ITEM NO64
65 Providing and fixing 10 cm C.I. Nahani Trap including C.I. grating bend and piece
      of C.I. pipe up to the out side face of the wall complete.        Spec.No. Bd.V.32
      Page No.567
                                                                                              =    6.00     Nos.
      ITEM NO.65
66 Providing & fixing 15cm × 10cm salt glazed stoneware gully trap in cement
      concrete 1:4:8 outside the building including cast iron grating in the sink,
      connecting glazed stoneware pipe, bricks masonry chamber with cast iron lid &
      cast iron grating for the gully trap.       Spec.No. Bd.V.38 Page No.572

                                                                                              =   11.00     Nos.
      ITEM NO.66
67 Providing & laying 100mm dia salt glazed stoneware pipe including fittings such
      as bends, tees, single junction, double junction laying, jointing (including
      excavation & refilling the trenches ) complete.          Spec.No. Bd.V.39
      Page No.573
                                                                                              =   30.00     Rmt.
      ITEM NO.67
68 Providing & laying concrete pipes of I.S. N.P. class of 150mm dia in proper line,
      level & slope including necessary collars, excavation, laying, fixing with collars in
      cement mortar 1:1 & refilling the trench complete.               Spec.No. Bd.V.41
      Page No.573
                                                                                              =   100.00    Rmt.
      ITEM NO.68
69 Providing & laying concrete pipes of I.S. N.P. class of 225mm dia in proper line,
      level & slope including necessary collars, excavation, laying, fixing with collars in
      cement mortar 1:1 & refilling the trench complete.         Spec.No. Bd.V.41 Page
      No.573
                                                                                              =   100.00    Rmt.
      ITEM NO.69
69 Providing & constructing Brick Masonry Inspection Chamber 60 mm x 45 mm x 90
      mm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels
      half round G.S.W. pipes, Brick masonry, plastering from inside and with frame
      fixed    in    cement     concrete     complete      with     R.C.C.    cover.
      Spec.No. Bd.V.43 Page No.574

                                                                                              =   15.00     Nos.
      70
70 Providing & constructing Brick Masonry Inspection Chamber 90 mm x 45 mm x
      90mm including 1:4:8 cement concrete foundation 1:2:4 cement concrete
      channels half round G.S.W. pipes, Brick masonry, plastering from inside and with
      frame fixed in cement concrete complete with R.C.C. cover.              Spec.No.
      Bd.V.43 Page No.574                                                              =          10.00     Nos.
      ITEM NO.71
72 Providing & constructing Brick Masonry Inspection Chamber 90 mm x 45 mm
      including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half
      round G.S.W. pipes, Brick masonry, plastering from inside and with frame fixed in
      cement concrete complete with R.C.C. cover.      Spec.No. Bd.V.44 Page No.575
                                                                                              =    2.00     Nos.




                                                                                                      Mts-GF-Page 32
SR.
                   ITEM OF WORK               No           L              B           H            QTY       UNIT
No.
      ITEM NO.72
73 Providing and fixing 450mm × 550mm size superior type belgium mirror with
      16mm dia.nickel plated towel rod etc. complete Spec.: As directed by Engineer-in-
      charge.
                                                                                              =    15.00     Nos.
      ITEM NO.73
74 Providing and fixing chromium plated towel rod etc. complete Spec.: As directed
      by Engineer-in-charge.
                                                                                              =    13.00     Nos.
      ITEM NO.74
75 Providing and fixing H.D.P. container one piece moulded water tank made out of
      low density polythyler & built corrugation inclusive of delivery up to destination
      housting fixing of acccessories such as inlet ,outlet overflow pipe inclusive of all
      Tanks Capisity above 200 to 1000 lit.           Spec.: As directed by Engineer-in-
                                                                                              =   1000.00   Litres
      ITEM NO.75
76 Providing and fixing H.D.P. container one piece moulded water tank made out of
      low density polythyler & built corrugation inclusive of delivery up to destination
      housting fixing of acccessories such as inlet ,outlet overflow pipe inclusive of all
      Tanks Capisity above 1000 to 20000 lit.            Spec.: As directed by Engineer-
      in-charge.
                                                                                              = #######     Litres
      ITEM NO.76
77 Providing and fixing Hume Pipe Septic Tank 900 mm dia. With vent pipe and
      cowl. Including necessary excavation and laying in position complete
                                                                                              =    2.00      Nos.
      ITEM NO.77
78 Providing soak pit of size 120cm ×120cm × 120cm including excavation & filling
      with bricks – bats complete
                                                                                              =    2.00      Nos.
      ITEM NO.78
79 Providing and fixing P.V.C. R.ain water Pipe of 110 mm outer diameter and
      having wall thickness of 2.2 to 2.7 mm conferming to IS. 13592-1992 including
      proper rain water receving recess with P.V.C. plug bend, necessary fittings such
      as offsets, shoes including fixing the pipe on wall using approved wooden cleats
      projecting 25 mm to 40 mm from face of wall and fixing with clips of approved
      quality and number,filling the joints using rubber gasket with solvent cement and
      properly resting the shoe of pipe on C.C.or masonry blocks , including necessary
      scaffolding ,and maintaince for 3 years for any leakeges or dislocation of pipes. All
      the PVC. fitting and additional two pieces socket clips shall be got approved from
      Engineer-in- charge etc. complete (The cotractors bond for payment) a)
                                                                                              =    20.00     Rmt.
      ITEM NO.79
80 Excavation for foundation in earth, soil of all types sand, gravel and soft murum,
      including removing the excavated materials up to a distance of 50m. beyond the
      building area & stackinh and spreading as directed, dewatering, preparing the bed
      for the foundation and necessary back filling , ramming, watering including and
      strutting etc. complete.( lift upto 1.5 m.) 1 ×
      For plinth protection                               1      × 9.61 ×         0.3   =          2.88      Cum
                                               1   ×       4        ×   17.16   ×    0.3      =    20.59
                                               1   ×       4        ×   15.49   ×    0.3      =    18.59
                                               1   ×       2        ×   10.52   ×    0.3      =    6.31
                                               1   ×       4        ×   6.81    ×    0.3      =    8.17
                                               1   ×       3        ×   7.06    ×    0.3      =    6.35




                                                                                                       Mts-GF-Page 33
SR.
                   ITEM OF WORK               No           L             B            H          QTY      UNIT
No.
                                              1    ×      2        ×   6.96    ×     0.3   =     4.18
                                                                                   Total   =    67.08     Cum
      ITEM NO.80
81 Providing and laying in situ cement concrete 1:4:8 of trap / granite / qquartzite /
      gness metal for foundation and bedding including bailing out water, formwork,
      compacting and curing complete.

      For plinth protection                   1    ×      1        ×   9.61    ×     0.1   =     0.96
                                              1    ×      4        ×   17.16   ×     0.1   =     6.86
                                              1    ×      4        ×   15.49   ×     0.1   =     6.20
                                              1    ×      2        ×   10.52   ×     0.1   =     2.10
                                              1    ×      4        ×   6.81    ×     0.1   =     2.72
                                              1    ×      3        ×   7.06    ×     0.1   =     2.12
                                              1    ×      2        ×   6.96    ×     0.1   =     1.39
                                                                                   Total   =    22.36     Cum
      ITEM NO.81
82 Providing & laying cement concrete 50mm thick with 1:2:4 cement concrete laid to
      proper level & slope in alternate bays, including compaction, filling joints, marking
      line to give appearance of tiles of 30cm ×30cm or other size laid diagonally /
      square etc. finishing smooth (with extra cement ) in any color as directed & curing
      complete.
      For plinth protection                    1 ×         1       × 9.61 ×            1    =    9.61
                                               1 ×         4       × 17.16 ×           1    =   68.64
                                               1 ×         4       × 15.49 ×           1    =   61.96
                                              1    ×      2        ×   10.52   ×      1    =    21.04
                                              1    ×      4        ×   6.81    ×      1    =    27.24
                                              1    ×      3        ×   7.06    ×      1    =    21.18
                                              1    ×      2        ×   6.96    ×      1    =    13.92
                                                                                   Total   =    223.59    Sqm
      ITEM NO.82
83 Providing & fixing heavy duty inter locked concrete paving block of 60mm
      thickness of having a strength of 300kg/ sqm cement mortar including cement
      float skirting joints curing and cleaning etc. complete.
      Court yard                              1    ×      2        ×   16.5    ×      6    =    198.00
                                              1    ×      2        ×     6     ×     1.5   =    18.00
      Deduction ( 2×2 × 1/2 )                 1    ×      2        ×    1.5    ×     1.5   =     4.50
      Porch                                   1    ×      1        ×   7.06    ×      5    =    35.30
      Deductions for steps in court yard      4    ×      4        ×    0.3    ×     1.5   =     7.20
                                                                                   Total   =    263.00    Sqm
      ITEM NO.83
84 Providing and fixing shutter to wall cupboard made from 19 mm thick TW/ particle
      board one face with approved coloured laminated face, 1 mm to 1.50 mm thick
      bonded with phenol for made hyde synthetic resin B.W.P. grade including lipping
      beading iron oxidised fixtures and fastening and oil primer coat etc.
      complete.(excluding cupboard frame) 1
      Class room                                       8             1          2.1   =         16.80
                                               ×               ×          ×
      Principal's room                     1 ×         1       ×     1    ×     2.1   =          2.10
                                                                             Total    =         18.90     Sqm




                                                                                                    Mts-GF-Page 34
SR.
                   ITEM OF WORK                   No            L               B            H            QTY      UNIT
No.
      ITEM NO.84
85 Providing      30 mm thick partition of polished Black Kadappa stone slabs of
      approved shapes, quality and colour for urinals, including cutting holes of required
      size in the appropriate places to receive pipes etc. fixing in cement mortar 1:3
      curing and cleaning complete.
                                                  9    ×        7        ×     1      ×     0.6      =   37.80     Sqm
      ITEM NO.85
86 Providing & fixing mild steel grill work for windows ventilators etc. 15kg / Sq.m as
      per drawing including fixtures, necessary welding & painting with one coats of
      anticorrosive paint & two coats of oil painting complete.
      W1                                          1    ×       13        ×     5      ×    1.65      =   107.25
      W2                                          1    ×       36        ×    0.9     ×    1.65      =   53.46
      W5                                          1    ×       16        ×    0.45    ×    0.45      =    3.24
      V1                                          1    ×       18        ×    0.6     ×     1.2      =   12.96
      V2                                          1    ×       16        ×    1.2     ×    0.45      =    8.64
                                                                                          Total      =   185.55    Sqm
      ITEM NO.86
87 Providing & fixing mild steel grill railing 15kg / Sq.m with teak wood hand rail of
      size 75×60mm & sill of 75×25mm & newel posts for starcases, including
      fabricating, fixtures, erecting, painting the grill work with one coat of anticorrosive
      paint & two of oil painting with approved color & polishing the sill, handrail & the
      newel post with French polish complete
                                                  1    ×        4        ×     3      ×     0.9      =   10.80     Sqm
      ITEM NO.87
88 Providing and fixing in positionanodised ( as per I.S. 1868/1982) alluminium
      sliding window of two tracks with rectangular pipe 95× 38.10× 0.9 mmat weight
      0.637 kg/Rmt and window frame bottom track section 92× 31.75 ×1.30mm at
      weight 1.070 kg/Rmt. top and side track section 92 ×31.75× 1.30mm at weight
      0.933 kg/RMT. the shutter should be of bearing 40 ×18 ×1.25mm at weight 0.417
      kg/ Rmt inter locking section 40× 18 ×1.25mm at weight 0.469 kg/Rmt and handle
      section 52× 18 ×1.13 mm at 0.488kg/ Rmt and top section 40× 18× 1.25 mmat
      weight 0.417 kg/rmt. as per detailed drawing and as directed by Engineer-in-
      charge with all necessary alluminium sections fixture and fastenings such as roller
      bearing in nylon casing and self locking catch fitted in vertical section of shutter
      including 5mm thick plain glass with all required screws and nuts etc.complete
      (without box and without powder coating      ) Spec.As directed by Engineer-in-
      charge
                                     W1      1 ×          13       ×     5     × 1.65 =                  107.25    Sqm

      ITEM NO.88
      Providing & laying M-10 of trap / granite / quartzite / gness metal for cast in
      situ piers, abutment, returns, wings, etc. including compacting by vibrating and
      curing complete. ( excluding finishing with cement plaster) including formwork and
      bailling out of water ( upto 4m. height).

                                                                         (0.30+
               For retaining wall                 1    ×     56.20       ×        × 1.50 =               41.10     Cum.
                                                                         0.675)/
                                                                            2
      Providing structural steel work in trusses, other similar trusses purlins and member
      with all bracing, gusset plates etc.as per detailed design and drawing including fixing in
      position without connecting plates, braces etc. and one coat of anticorrosive paint and over
      it 2 coats of oil painting complete.

                            No. of Trusses = 8/3+1 =  3.66      Say 4.00 Nos
                           Wt. Per Truss=      4 × 320 kg / No. = 1280 kg                   i.e.          1.28    MT




                                                                                                             Mts-GF-Page 35
SR.
      ITEM OF WORK   No   L   B   H   QTY     UNIT
No.




                                        Mts-GF-Page 36
SR.
      ITEM OF WORK   No   L   B   H   QTY     UNIT
No.




                                        Mts-GF-Page 37
SR.
      ITEM OF WORK   No   L   B   H   QTY     UNIT
No.




                                        Mts-GF-Page 38
SR.
      ITEM OF WORK   No   L   B   H   QTY     UNIT
No.




                                        Mts-GF-Page 39
SR.
                ITEM OF WORK                No           L       B      H     QTY     UNIT
No.




 12 Filling in plinth and floors with approved excavated
    materials in 15 cm. to 20 cm. layers including watering
    and compaction complete.
    From plinth beam excvation


 13 Providing soling using 80 mm. size trap metal in 15cm.
     layer including filling voids with sand/grit ramm.ing,
    watering etc complete
    Porch                                     1          6.18   6.18   0.15
    Meditation Hall                           1         15.92   5.77   0.15
    Entrance Foyer                            1          3.67   6.18   0.15
                                              1          1.20   6.18   0.15
    Meditation Hall                           1         15.92   5.77   0.15
    Stair passage                             1         26.48   2.00   0.15
    L/S Parking                               1          7.48   5.87   0.15
    L/S Passage                               1          7.48   2.00   0.15
    L/S Parking                               1          7.98   5.87   0.15
    L/S Passage                               1          7.98   2.00   0.15
    L/S Parking                               1          7.41   5.87   0.15
    L/S Passage                               1          7.41   2.00   0.15
    R/S Passage                               1          7.48   2.00   0.15
    R/S Parking                               1          7.48   5.87   0.15
    R/S Passage                               1          7.98   5.87   0.15




                                                                                Mts-GF-Page 40
SR.
                   ITEM OF WORK            No        L      B       H      QTY     UNIT
No.
      R/S Parking                          1       7.98     2.00   0.15
      R/S Passage                          1       7.41     5.87   0.15
      R/S Parking                          1       7.41     2.00   0.15
      Courtyrd                             1       22.02   23.60   0.15
      Stage                                1       12.81    4.38   0.15
      passage                              1       37.79    2.00   0.15
      Boy toilet                           1       4.86     5.77   0.15
      Green room                           1       4.70     5.77   0.15
      room                                 1       2.56     5.77   0.15
      Store                                1       4.97     5.77   0.15
      Store                                1       2.41     5.77   0.15
      Store                                1       4.97     5.77   0.15
      Store                                1       2.56     5.77   0.15
      Green room                           1       4.70     5.70   0.15
      Girls toilet                         1       4.70     5.70   0.15


 14 Providing and casting in situ cement
    concrete M-20 of trap / granite /quartzite
    / gneiss metal for R.C.C. Slabs and landings
    as per detaileddrawing and designs, or as
    directed including centering, formwork of
     plywood/steel ,compaction,finishing the
     formed surface with C.M.1:3 of sufficient
    minimum thickness to give a smooth and
    even surface or roughening if special finish
     is to be provided and curing etc. complete.
    ( Excluding reinforcement )

A) GROUND FLOOR :-
   North rear block
   S4A                                     2       5.70    1.20    0.14
   S2                                      2       3.22    5.70    0.14
   S1                                      2       4.70    5.70    0.16
   S3                                      2       2.49    5.70    0.12
   S1                                      2       4.83    5.70    0.16
   S3                                      1       2.41    5.70    0.12
   S4                                      2       1.20    2.00    0.12
   S4                                      2       6.50    2.00    0.12
   S4                                      2       4.37    2.00    0.12
   S4                                      2       4.97    2.00    0.12
   S4                                      1       2.41    2.00    0.12
   Projection                              2       9.73    0.13    0.12
                                           2       7.17    0.13    0.12
                                           1       2.41    0.13    0.12
                                           2       2.00    0.13    0.12
                                           1       21.28   0.37    0.12
      E & W side
      S2                               2   2       5.70    3.59     0.14
                                       2   2       5.70    3.84     0.14
                                       2   2       5.70    3.55     0.14
                                           2       7.48    0.13    0.125
                                           2       7.98    0.13    0.125
                                           2       7.41    0.13    0.125
      Passage S4                       2   2       7.55    2.00     0.12
                                       2   2       8.05    2.00     0.12
                                       2   2       7.55    2.00     0.12
                                       2   6       4.00    0.37     0.12




                                                                             Mts-GF-Page 41
SR.
                   ITEM OF WORK       No     L      B      H      QTY     UNIT
No.
      Front side
      S2                          2   2    3.81    5.70    0.14
                                  2   2    3.66    5.70    0.14
                                      1    6.04    3.67    0.14
                                      1    6.04    1.73    0.14
      Projection                      1    7.93    0.13   0.125
                                      1    7.62    0.13   0.125
                                      2    5.40    0.13   0.125
      Passage                         2    1.20    2.00    0.12
                                      2    6.57    2.00    0.12
                                      2    7.69    2.00    0.12
                                      1    6.18    2.00    0.12
                                  2   2    4.00    0.37    0.12
      Porch                           1    7.20    6.60    0.14

B)    First floor :-
      North rear block
      S4A                             2    5.70    1.20   0.14
      S2                              2    3.22    5.70   0.14
      S1                              2    4.70    5.70   0.16
      S3                              2    2.49    5.70   0.12
      S1                              2    4.83    5.70   0.16
      S3                              1    2.41    5.70   0.12
      S4                              2    1.20    2.00   0.12
      S4                              2    6.50    2.00   0.12
      S4                              2    4.37    2.00   0.12
      S4                              2    4.97    2.00   0.12
      S4                              1    2.41    2.00   0.12
      Projection                      2    9.73    0.13   0.12
                                      2    7.17    0.13   0.12
                                      1    2.41    0.13   0.12
                                      2    2.00    0.13   0.12
                                      1    21.28   0.37   0.12
      E & W side
      S2                          2   2    5.70    3.59    0.14
                                  2   2    5.70    3.84    0.14
                                  2   2    5.70    3.55    0.14
                                      2    7.48    0.13   0.125
                                      2    7.98    0.13   0.125
                                      2    7.41    0.13   0.125
      Passage S4                  2   2    7.55    2.00    0.12
                                  2   2    8.05    2.00    0.12
                                  2   2    7.55    2.00    0.12
                                  2   6    4.00    0.37    0.12
      Front side
      S2                          2   2    3.81    5.70    0.14
                                  2   2    3.66    5.70    0.14
                                      1    6.04    3.67    0.14
                                      1    6.04    1.73    0.14
      Projection                      1    7.93    0.13   0.125
                                      1    7.62    0.13   0.125
                                      2    5.40    0.13   0.125
      Passage                         2    1.20    2.00    0.12
                                      2    6.57    2.00    0.12
                                      2    7.69    2.00    0.12
                                      1    6.18    2.00    0.12
                                  2   2    4.00    0.37    0.12




                                                                    Mts-GF-Page 42
SR.
                   ITEM OF WORK           No       L      B      H      QTY     UNIT
No.
                     A+B

C) Second floor :-
   North rear block
   S4A                                     2     5.70    1.20   0.14
   S2                                      2     3.22    5.70   0.14
   S1                                      2     4.70    5.70   0.16
   S3                                      2     2.49    5.70   0.12
   S1                                      2     4.83    5.70   0.16
   S3                                      1     2.41    5.70   0.12
   S4                                      2     1.20    2.00   0.12
   S4                                      2     6.50    2.00   0.12
   S4                                      2     4.37    2.00   0.12
   S4                                      2     4.97    2.00   0.12
   S4                                      1     2.41    2.00   0.12
   Projection                              2     9.73    0.13   0.12
                                           2     7.17    0.13   0.12
                                           1     2.41    0.13   0.12
                                           2     2.00    0.13   0.12
                                           1     21.28   0.37   0.12
      E & W side
      S2                              2    2     5.70    3.59    0.14
                                      2    2     5.70    3.84    0.14
                                      2    2     5.70    3.55    0.14
                                           2     7.48    0.13   0.125
                                           2     7.98    0.13   0.125
                                           2     7.41    0.13   0.125
      Passage S4                      2    2     7.55    2.00    0.12
                                      2    2     8.05    2.00    0.12
                                      2    2     7.55    2.00    0.12
                                      2    6     4.00    0.37    0.12
      Front side
      S2                              2    2     3.81    5.70    0.14
                                      2    2     3.66    5.70    0.14
                                           1     6.04    3.67    0.14
                                           1     6.04    1.73    0.14
      Projection                           1     7.93    0.13   0.125
                                           1     7.62    0.13   0.125
                                           2     5.40    0.13   0.125
      Passage                              2     1.20    2.00    0.12
                                           2     6.57    2.00    0.12
                                           2     7.69    2.00    0.12
                                           1     6.18    2.00    0.12
                                      2    2     4.00    0.37    0.12
      Head room                       1    1     7.76    4.46    0.12
                                      1    1     6.05    6.05    0.14


 15 metal for R.C.C. chajja as per detailed
    designs and drawing including centering ,
    form work, compaction , finishing the
     formed surface with C.M.1:3 of sufficient
     minimum thickness to givea smooth and
     even surface or roughening if special
    finish is to be provided and curing etc.)
     complete. ( Excluding reinforcement

A) GROUND FLOOR :-




                                                                          Mts-GF-Page 43
SR.
                    ITEM OF WORK               No       L       B      H      QTY     UNIT
No.
      Rear side                            1   2      9.73     0.45   0.12
                                           1   2      7.17     0.45   0.12
                                           1   1      2.41     0.45   0.12
      E&W                                  2   2      7.48     0.45   0.12
                                           2   2      7.98     0.45   0.12
                                           2   2      7.41     0.45   0.12
      Front                                1   2      7.93     0.45   0.12
                                           1   2      7.62     0.45   0.12
                                           1   2      5.40     0.45   0.12

B)    FIRST FLOOR :-
      Rear side                            1   2      9.73     0.45   0.12
                                           1   2      7.17     0.45   0.12
                                           1   1      2.41     0.45   0.12
      E&W                                  2   2      7.48     0.45   0.12
                                           2   2      7.98     0.45   0.12
                                           2   2      7.41     0.45   0.12
      Front                                1   2      7.93     0.45   0.12
                                           1   2      7.62     0.45   0.12
                                           1   2      5.40     0.45   0.12

             A+B
C) SECOND FLOOR :-
   Rear side                               1   2      9.73     0.45   0.12
                                           1   2      7.17     0.45   0.12
                                           1   1      2.41     0.45   0.12
      E&W                                  2   2      7.48     0.45   0.12
                                           2   2      7.98     0.45   0.12
                                           2   2      7.41     0.45   0.12
      Front                                1   2      7.93     0.45   0.12
                                           1   2      7.62     0.45   0.12
                                           1   2      5.40     0.45   0.12

 16 Providing and casting in situ cement concrete in M20 of
    trap/granite/quartzite/gneiss metal for R.C.C. pardi
    75mm. thick including centering,formwork compaction,
    finishing the formed surface with C.M. 1:3 of sufficient
    minimum thickness to give a smooth and even surface or
    and roughening them if special finish is to be provided
    and curing etc. complete (Excluding reinforcement).
A) GROUND FLOOR :-
    Porch                                1 2            7.00   0.80   0.075
                                         1 1            7.66   0.80   0.075


C) SECOND FLOOR :-
   For elevation treatment
      55 x 3.14 x 2.00 /2 x 0.50 x 0.075


 17 Providing and casting in situ cement
    concrete M-20 of trap/granite/quartzite/
    gneiss metal for R.C.C.waist slab,and steps
     as per detailed drawings for staircases
    including centering, formwork, compaction,
    finishing the formed surface with C.M. 1:3
    of sufficient minimum thickness to give a
    smooth and even surface or roughening the
     surface if special finish is to be provided .




                                                                                Mts-GF-Page 44
SR.
                   ITEM OF WORK              No            L         B      H     QTY     UNIT
No.
   and curing etc complete.
   (Excluding reinforcement)
A) GROUND FLOOR :-
   w.s. slab                           2 3               4.36       1.50   0.15
   steps                               1 24              1.50       0.15   0.30
   Landing -(3.14/4 x 2.00 x 2.00) /2 x0.15


B)    FIRST FLOOR :-
      w.s. slab                           2 3            4.36       1.50   0.15
      steps                               1 24           1.50       0.15   0.30
      Landing -(3.14/4 x 2.00 x 2.00) /2 x0.15

                     A+B

C) SECOND FLOOR :-
   w.s. slab                           2 3               4.36       1.50   0.15
   steps                               1 24              1.50       0.15   0.30
   Landing -(3.14/4 x 2.00 x 2.00) /2 x0.15


 18 Providing and casting in situ cement concrete M20 of
    trap/granite/quartzitee/gneiss metal for plain or moulded
    sills,cornice,jambs,block in course or architraves of
    required size and shapes including centering, form work,
    compacting, finishing if required with minimum thickness
    of 1:3 cement plaster to give a smooth and even surface
    or roughening then if and ing them if special finish is to be
    provided and curing and finishing if required.

A) GROUND FLOOR :-
   Rear side                             1    2          7.70       0.35   0.10
   W2                                    1    1          2.45       0.35   0.10
   E & W side                            1    2          7.40       0.35   0.10
                                         1    2          8.00       0.35   0.10
                                         1    2          7.37       0.35   0.10
      Front Side                         1    2          5.40       0.35   0.10
                                         1    2          7.90       0.35   0.10
                                         1    2          7.75       0.35   0.10
                                         1    2          2.00       0.35   0.10

B)    FIRST FLOOR :-
      Rear side                          1   2           7.70       0.35   0.10
      W2                                 1   1           2.45       0.35   0.10
      E & W side                         1   2           7.40       0.35   0.10
                                         1   2           8.00       0.35   0.10
                                         1   2           7.37       0.35   0.10
      Front Side                         1   2           5.40       0.35   0.10
                                         1   2           7.90       0.35   0.10
                                         1   2           7.75       0.35   0.10
                                         1   2           2.00       0.35   0.10
      Courtyard                          1   20          4.00       0.35   0.10

                     A+B

C) SECOND FLOOR :-
   Rear side                             1    2          7.70       0.35   0.10
   W2                                    1    1          2.45       0.35   0.10




                                                                                    Mts-GF-Page 45
SR.
                   ITEM OF WORK            No         L       B      H     QTY     UNIT
No.
      E & W side                       1   2         7.40    0.35   0.10
                                       1   2         8.00    0.35   0.10
                                       1   2         7.37    0.35   0.10
      Front Side                       1   2         5.40    0.35   0.10
                                       1   2         7.90    0.35   0.10
                                       1   2         7.75    0.35   0.10
                                       1   2         2.00    0.35   0.10
      Courtyard                        1   20        4.00    0.35   0.10


 19 Providing and casting in situ cement concrete
    M15 of 'trap/granite/quartzite/gneiss metal
    for coping to plinth or parapet,moulded or
    chamfered as per drawing or asdirected
    includingcentering, formwork,compacting,
    finishing with minimum thickness of 1:3
    cement plaster to given a smooth and even
    surface or roughening them ofspecial finish
    is to be provided ,finishing if required and
    curing etc.complete.

A) GROUND FLOOR :-
   Gutter                              1    2       291.00   0.23   0.10

B)    FIRST FLOOR :-
      Front Block                      1    2        5.27    0.10   0.10
      Toilet                           1    3        2.00    0.10   0.10
      Rear Block                       1    4        5.27    0.10   0.10
      w.c.                             1    6        1.50    0.10   0.10
                                       1    2        3.45    0.10   0.10

                     A+B

B)    SECOND FLOOR :-
                                       1    2       39.94    0.23   0.10
                                       1    2       41.53    0.23   0.10
      @ courtyard                      2    2       22.02    0.23   0.10
                                       2    2       23.61    0.23   0.10


 20 Providing second class Burnt Brick
    masonry with conventional/I.S. type bricks
     in cement mortar 1:6 in superstructure
    including striking joints, scaffolding ,
    racking out joints, and watering complete.
A) GROUND FLOOR :-
    3-4,9-10,7-8,13-14                    1 4       7.90     0.23   3.00
    4-5,10-11,6-7,12-13                   1 4       7.68     0.23   3.00
    Entry                                 1 1       5.98     0.23   4.11
    15-16,23-24                           1 2       4.90     0.23   3.65
    45-46,49-50                           1 2       4.90     0.23   2.40
    47-51,52-48                           1 2       4.00     0.23   2.20
    51-52                                 1 1       12.10    0.23   2.60
    53-54,61-62                           1 2       4.80     0.23   2.40
    54-55,60-61,64-65,70-71               1 4       4.70     0.23   2.40
    55-56,59-60,65-66,69-70               1 4       2.50     0.23   2.60
    56-57,58-59,66-67,68-69               1 4       4.50     0.23   2.40
    57-58,67-68                           1 2       2.40     0.23   2.60




                                                                             Mts-GF-Page 46
SR.
                   ITEM OF WORK           No     L      B      H     QTY     UNIT
No.
      63-64,71-72                     1   2    4.40    0.23   2.40
      3-9,5-11,6-12,8-14              1   4    5.40    0.23   3.65
      15-31,16-32,23-33,24-34         1   4    7.50    0.23   3.00
      31-39,32-40,33-41,34-42         1   4    8.00    0.23   2.40
      39-45,40-46,41-49,42-50         1   4    7.40    0.23   2.40
      45-53,50-62                     1   2    2.00    0.23   2.60
      53-63,55-65,57-67,58-68,62-72   1   5    5.40    0.23   2.40
      stair case                      1   2    2.95    0.23   1.90
      curved                          1   1    6.70    0.23   1.90
                                      1   1    4.00    0.23   1.90
      courtyard                       1   8    4.00    0.23   0.60
      Step                            1   2    19.50   0.30    0.6
      Stage step                      1   2    1.50    3.50   0.15
                                      1   2    1.20    3.50   0.15
                                      1   2    0.90    3.50   0.15
                                      1   2    0.60    3.50   0.15
                                      1   2    0.30    3.50   0.15

      Deduction
      Door ----D                      1   1    2.00    0.23   2.40
      D2                              1   10   1.20    0.23   2.40
      D3                              1   7    0.90    0.23   2.40
      Opening                         1   2    1.20    0.23   2.60
                                      1   1    0.90    0.23   1.90
      W                               1   21   1.50    0.23   2.10
      W1                              1   43   1.50    0.23   1.50
      V                               1   16   0.60    0.23   0.90
      Jali                            1   2    1.50    0.23   1.50

              (226.44 - 53.52 )


B)    FIRST FLOOR :-
      3-4,9-10,7-8,13-14              1   4    7.90    0.23   3.00
      4-5,10-11,6-7,12-13             1   4    7.68    0.23   3.00
      5-6,11-12                       1   2    5.98    0.23   4.11
      15-16,23-24                     1   2    4.90    0.23   3.65
      45-46,49-50                     1   2    4.90    0.23   2.40
      47-51,52-48                     1   2    4.00    0.23   0.90
      51-52                           1   1    12.10   0.23   0.60
      53-54,61-62                     1   2    4.80    0.23   2.40
      54-55,60-61,64-65,70-71         1   4    4.70    0.23   2.40
      55-56,59-60,65-66,69-70         1   4    2.50    0.23   2.60
      56-57,58-59,66-67,68-69         1   4    4.50    0.23   2.40
      57-58,67-68                     1   2    2.40    0.23   2.60
      63-64,71-72                     1   2    4.40    0.23   2.40
      3-9,5-11,6-12,8-14              1   4    5.40    0.23   3.65
      15-31,16-32,23-33,24-34         1   4    7.50    0.23   3.00
      31-39,32-40,33-41,34-42         1   4    8.00    0.23   2.40
      39-45,40-46,41-49,42-50         1   4    7.40    0.23   2.40
      45-53,50-62                     1   2    2.00    0.23   2.60
      53-63,55-65 ,58-68,62-72        1   4    5.40    0.23   2.40
      stair case                      1   2    2.95    0.23   3.00
      curved                          1   1    6.70    0.23   3.00
                                      1   1    4.00    0.23   1.90
      courtyard                       1   16   4.00    0.23   0.90
      Step                            1   2    19.50   0.30    0.6
      Stage step                      1   2    1.50    3.50   0.15




                                                                       Mts-GF-Page 47
SR.
                   ITEM OF WORK            No     L      B      H     QTY     UNIT
No.
                                      1    2    1.20    3.50   0.15
                                      1    2    0.90    3.50   0.15
                                      1    2    0.60    3.50   0.15
                                      1    2    0.30    3.50   0.15

      Deduction
      D2                              1    11   1.20    0.23   2.40
      D3                              1    4    0.90    0.23   2.40
      W1                              1    44   1.50    0.23   1.50
      V                               1    22   0.60    0.23   0.90

                     A+B

C) SECOND FLOOR :-
   3-4,9-10,7-8,13-14                 1    4    7.90    0.23   3.00
   4-5,10-11,6-7,12-13                1    4    7.68    0.23   3.00
   5-6,11-12                          1    2    5.98    0.23   4.11
   15-16,23-24                        1    2    4.90    0.23   3.65
   45-46,49-50                        1    2    4.90    0.23   2.40
   47-51,52-48                        1    2    4.00    0.23   0.90
   51-52                              1    1    12.10   0.23   0.60
   53-54,61-62                        1    2    4.80    0.23   2.40
   54-55,60-61,64-65,70-71            1    4    4.70    0.23   2.40
   55-56,59-60,65-66,69-70            1    4    2.50    0.23   2.60
   56-57,58-59,66-67,68-69            1    4    4.50    0.23   2.40
   57-58,67-68                        1    2    2.40    0.23   2.60
   63-64,71-72                        1    2    4.40    0.23   2.40
   3-9,5-11,6-12,8-14                 1    4    5.40    0.23   3.65
   15-31,16-32,23-33,24-34            1    4    7.50    0.23   3.00
   31-39,32-40,33-41,34-42            1    4    8.00    0.23   2.40
   39-45,40-46,41-49,42-50            1    4    7.40    0.23   2.40
   45-53,50-62                        1    2    2.00    0.23   2.60
   53-63,55-65 ,58-68,62-72           1    4    5.40    0.23   2.40
   stair case                         1    2    2.95    0.23   3.00
   curved                             1    1    6.70    0.23   3.00
                                      1    1    4.00    0.23   1.90
      courtyard                       1    16   4.00    0.23   0.90
      Step                            1    2    19.50   0.30    0.6
      Stage step                      1    2    1.50    3.50   0.15
                                      1    2    1.20    3.50   0.15
                                      1    2    0.90    3.50   0.15
                                      1    2    0.60    3.50   0.15
                                      1    2    0.30    3.50   0.15
      Parapet                         1    2    39.94   0.23   1.00
                                      1    2    41.53   0.23   1.00
                                      1    2    22.02   0.23   1.00
                                      1    2    23.62   0.23   1.00

      Deduction
      D2                              1    11   1.20    0.23   2.40
      D3                              1    4    0.90    0.23   2.40
      W1                              1    44   1.50    0.23   1.50
      V                               1    22   0.60    0.23   0.90


 21 Providing second class burnt brick
    masonry with conventional/ I.S. type
    bricks in C.M.1:4 in half brick




                                                                        Mts-GF-Page 48
SR.
                  ITEM OF WORK              No      L     B    H     QTY     UNIT
No.
   thick wall including mild steel longitudional
   reinforcementof 2 bars of 6 mm diameter
   / 2 hoop iron strips 25mm x 1.6 mm. at
   every third course,properly bend and
    bonded at ends scaffoldings ,raking out
   joints and watering complete.
A) GROUND FLOOR :-
   4-10,13-7                            1 4        5.40       3.65
   31-32,33-34,39-40,41-42              1 4        5.40       3.65
   54-64,60-70,61-71                    1 3        5.40       3.00
   Toilet                               2 4        1.20       3.00
                                        1 2        5.40       3.00
                                        1 2        2.40       3.00
                                        1 2        1.20       3.00
   partition wall                       2 2        1.20       3.00
   principol cabin                      1 1        4.30       4.00
   toilet                               1 2        1.20       4.00
                                        1 1        3.65       4.00
                                        1 2        2.00       3.00
   elevation treatment                  1 24       1.30       3.65
   Deductions:-
   D4                                   1 14       0.80       2.10


B)    FIRST FLOOR :-
      4-10,13-7                         1   4      5.40       3.65
      31-32,33-34,39-40,41-42           1   4      5.40       3.65
      57-67                             1   1      5.40       3.00
      Toilet                            2   4      1.20       3.00
                                        1   2      5.40       3.00
      Bath                              1   2      1.50       3.65
                                        1   2      7.66       3.65
      partition wall                    1   2      2.40       3.00
                                        1   2      1.20       3.00
      Recter room                       1   1      8.00       4.00
      toilet                            1   2      1.20       4.00
                                        1   1      2.90       4.00
      elevation treatment               1   24     1.30       3.65
      Deductions:-
      D4                                1   22     0.80       2.10

                 A+B
C) SECOND FLOOR :-
   4-10,13-7                            1   4      5.40       3.65
   31-32,33-34,39-40,41-42              1   4      5.40       3.65
   57-67                                1   1      5.40       3.00
   Toilet                               2   4      1.20       3.00
                                        1   2      5.40       3.00
      Bath                              1   2      1.50       3.65
                                        1   2      7.66       3.65
      partition wall                    1   2      2.40       3.00
                                        1   2      1.20       3.00
      Recter room                       1   1      8.00       4.00
      toilet                            1   2      1.20       4.00
                                        1   1      2.90       4.00
      elevation treatment               1   24     1.30       3.65
      Deductions:-
      D4                                1   22     0.80       2.10




                                                                       Mts-GF-Page 49
SR.
                   ITEM OF WORK              No        L      B       H     QTY     UNIT
No.


 22 Providing and laying Water proof treatment
    on terrace slab with B.B. Coba in all
    position with an average thickness of
    112 mm consisting specialised materials as
     per the manufactures specifications and
    covering 10 years guarantee on court fee
    stamp paper including all lead lift etc.
    complete.
A) GROUND FLOOR :-
    porch                                 1 1        6.21    6.44


C)    SECOND FLOOR :-
                                         1   1       39.94   41.63
      Headroom slab                      1   1       6.60     8.50
      Deduct,courtyard                   1   1       22.02   23.61

 23 Providing sand faced plaster externally in
    cement mortar using approved screened
     sand in all positions including base coat
    of 15 mm. thick in cement mortar 1:4 using
     water proofing compounding at 1 Kg per
    cement bag , curing the same for not less
    than 2 days and keeping the surface of the
     base coat rough to receive the sand faced
    treatment 6 to 8 mm thick in C.M. 1:4
    finishing the surface by taking out grains and
    curing for fourteen days, scaffolding etc.
     complete.
A) GROUND FLOOR:-

      Front Side                         1   1       39.94           6.15
      duct offsets                       1   10      0.50            6.15
      Porch column                       1   2       1.57            4.20
      Parddi                             1   3       7.20            1.50
      chajja bottom                      1   4       8.00            1.00
      Back side                          1   1       39.94           3.65
      duct offsets                       1   10      0.50            3.65
      chajja bottom                      1   2       9.77            1.20
      chajja bottom                      1   2       7.65            1.20
      chajja bottom                      1   1       2.42            1.20
      LHS & RHS                          1   2       41.63           4.25
      duct offsets                       1   14      0.50            4.25
      Courtyard side                     1   2       20.02           4.25
                                         1   2       23.61           4.25
      st. case offsets                   1   2       3.97            4.20
                                         1   1       6.50            4.20
      chajja bottom                      1   2       7.40            1.20
                                         1   2       7.90            1.20
                                         1   2       7.40            1.20
                                         1   2       5.40            1.20
      Courtyard side                     1   2       20.02           0.90
                                         1   2       23.61           0.90

      Deductions:-
      W1                                 1   22      1.50            2.10
      W2                                 1   45      1.50            1.50




                                                                              Mts-GF-Page 50
SR.
                   ITEM OF WORK       No     L     B    H     QTY     UNIT
No.
      Openins                     1   16   3.60        3.00
                                  1   2    1.20        2.60
      V1                          1   14   0.60        0.90


B)    FIRST FLOOR :-
      Front Side                  1   1    39.94       3.65
      duct offsets                1   10   0.50        3.65
      chajja bottom               1   4    8.00        1.00
      Back side                   1   1    39.94       3.65
      duct offsets                1   10   0.50        3.65
      chajja bottom               1   2    9.77        1.20
      chajja bottom               1   2    7.65        1.20
      chajja bottom               1   1    2.42        1.20
      LHS & RHS                   1   2    41.63       3.65
      duct offsets                1   14   0.50        3.65
      Courtyard side              1   2    20.02       3.65
                                  1   2    23.61       3.65
      st. case offsets            1   2    3.97        3.65
                                  1   1    6.50        3.65
      chajja bottom               1   2    7.40        1.20
                                  1   2    7.90        1.20
                                  1   2    7.40        1.20
                                  1   2    5.40        1.20
      Courtyard side projection   1   2    20.02       0.90
                                  1   2    23.61       0.90

      Deductions:-
      W2                          1   44   1.50        1.50
      Openins                     1   16   3.60        3.00
      V1                          1   22   0.60        0.90

                  A+B
C) SECOND FLOOR :-
   Front Side                     1   1    39.94       4.65
   duct offsets                   1   10   0.50        4.65
   chajja bottom                  1   4    8.00        1.00
   Back side                      1   1    39.94       4.65
   duct offsets                   1   10   0.50        4.65
   chajja bottom                  1   2    9.77        1.20
   chajja bottom                  1   2    7.65        1.20
   chajja bottom                  1   1    2.42        1.20
   LHS & RHS                      1   2    41.63       4.65
   duct offsets                   1   14   0.50        4.65
   Courtyard side                 1   2    20.02       4.65
                                  1   2    23.61       4.65
      st. case offsets            1   2    3.97        4.65
                                  1   1    6.50        4.65
      chajja bottom               1   2    7.40        1.20
                                  1   2    7.90        1.20
                                  1   2    7.40        1.20
                                  1   2    5.40        1.20
      Courtyard side projection   1   2    20.02       0.90
                                  1   2    23.61       0.90
      Elevation box               1   44   3.14        0.50
      Parapet                     1   2    39.94       1.30
                                  1   2    41.63       1.30




                                                                Mts-GF-Page 51
SR.
                 ITEM OF WORK                No         L     B    H     QTY     UNIT
No.


      Deductions:-
      W2                                 1   44       1.50        1.50
      Openins                            1   16       3.60        3.00
      V1                                 1   22       0.60        0.90

 24 Providing internal cement plaster 20 mm
    thick in a two coats in cement mortar 1:5
    with neeru finish to concrete or brick
    surface, in all positions including scaffolding
    and curing complete.
A) GROUND FLOOR :-

      Corridor                           2    1       24.07       3.65
                                         1    1       39.96       3.65
                                         2    1       9.80        3.65
      Entrance foyer                     1    2       5.77        3.65
      Class rooms                        1    8       5.80        3.65
      Deductions:-
      W1                                 1   18       1.50        1.50
      D3                                 1   8        1.20        2.40

B)    FIRST FLOOR :-
      LHS /RHS Corridors                 1    2       35.34       3.65
                                         1    2       28.07       3.65
      Adm                                1    1       7.77        3.65
      Deductions:-
      D3                                 1   4        0.90        2.40
      D2                                 1   11       1.20        2.40

              A+B
C) SECOND FLOOR:-
   LHS /RHS Corridors                    1    2       35.34       3.65
                                         1    2       28.07       3.65
      Adm                                1    1       7.77        3.65
      Deductions:-
      D3                                 1   4        0.90        2.40
      D2                                 1   11       1.20        2.40

 25 Providing internal cement plaster 12 mm
     thick in a single coat in cement mortar 1:5
    with neeru finish to concrete or brick
    surface, in all positions including scaffolding
    and curing complete.
A) GROUND FLOOR :-
    Class room                            # 2         8.00        3.65
                                          # 1         5.80        3.65
    Staff room                            2 2         5.80        3.00
                                          2 2         3.50        3.00
    Store room                            1 2         5.80        3.00
                                          1 2         2.45        3.00
    Boys/Girls Toilet                     2 2         4.90        3.00
                                          2 4         5.80        3.00
    w.c.                                  8 2         1.20        3.00
                                          6 2         1.00        2.45
    Toilet                                2 2         1.20        3.00
                                          2 2.4       8.00        3.00
    St. c ase                             1 2         3.91        3.65




                                                                           Mts-GF-Page 52
SR.
                   ITEM OF WORK       No     L     B    H     QTY     UNIT
No.
                                  1   1    5.00        3.65
      Entr Foyer                  1   1    6.41        3.65
      Room                        1   2    3.16        4.15
                                  1   2    5.80        4.15
      Room                        1   2    4.75        4.15
                                  1   2    5.80        4.15
      Principol cabin             1   2    3.60        4.15
                                  1   2    4.50        4.15
      Voic Principol cabin        1   2    3.00        4.15
                                  1   2    3.65        4.15
      Toilet                      2   2    1.20        4.15
                                  2   2    2.40        4.15

      Deductions:-
      W1                          1   22   1.50        2.10
      W2                          1   46   1.50        1.50
      D1                          1   1    2.00        2.40
      D2                          1   10   1.20        2.40
      D3                          1   9    0.90        2.10
      D4                          1   14   0.80        0.90
      V1                          1   14   0.60        0.90


B)    FIRST FLOOR :-
      Dorometry                   6 2      8.00        3.65
                                  6 2      5.80        3.65
      Dorometry                   2 2      9.80        3.65
                                  2 2      5.80        3.65
      Dorometry                   1 2      7.65        3.65
                                  1 2      5.80        3.65
      Dorometry                   1 2      10.34       3.65
                                  1 2      5.80        3.65
      Dorometry                   1 2      6.40        3.65
                                  1 2      5.80        3.65
      Boys/Girls Toilet           2 2      9.85        3.65
                                  2 4      5.80        3.65
      w.c.                        8 2      1.20        3.65
      Bath                        # 2      1.50        3.65
                                  2 2      7.66        3.65
                                  2 2.4    8.00        3.65
      St. c ase                   1 2      3.91        3.65
                                  1 1      5.00        3.65
      Room                        1 2      3.16        3.65
                                  1 2      5.80        3.65
      Hall                        1 2      4.75        4.15
                                  1 2      5.80        4.15
      Bed                         1 4      5.07        4.15
                                  1 2      5.80        4.15
      Kitchen                     1 2      2.90        4.15
                                  1 2      3.14        4.15
      Toilet block                1 4      2.90        4.15
                                  1 2      2.51        4.15
      Deductions:-
      W2                          1   44   1.50        1.50
      D2                          1   11   1.20        2.40
      D3                          1   6    0.90        2.10
      D4                          1   22   0.80        0.90
      V1                          1   22   0.60        0.90




                                                                Mts-GF-Page 53
SR.
                  ITEM OF WORK              No         L     B    H     QTY     UNIT
No.


             A+B
C) SECOND FLOOR :-
   Dorometry                            6 2          8.00        3.65
                                        6 2          5.80        3.65
      Dorometry                         2 2          9.80        3.65
                                        2 2          5.80        3.65
      Dorometry                         1 2          7.65        3.65
                                        1 2          5.80        3.65
      Dorometry                         1 2          10.34       3.65
                                        1 2          5.80        3.65
      Dorometry                         1 2          6.40        3.65
                                        1 2          5.80        3.65
      Boys/Girls Toilet                 2 2          9.85        3.65
                                        2 4          5.80        3.65
      w.c.                              8 2          1.20        3.65
      Bath                              # 2          1.50        3.65
                                        2 2          7.66        3.65
                                        2 2.4        8.00        3.65
      St. c ase                         1 2          3.91        3.65
                                        1 1          5.00        3.65
      Room                              1 2          3.16        3.65
                                        1 2          5.80        3.65
      Hall                              1 2          4.75        4.15
                                        1 2          5.80        4.15
      Bed                               1 4          5.07        4.15
                                        1 2          5.80        4.15
      Kitchen                           1 2          2.90        4.15
                                        1 2          3.14        4.15
      Toilet block                      1 4          2.90        4.15
                                        1 2          2.51        4.15
      Deductions:-
      W2                                1   44       1.50        1.50
      D2                                1   11       1.20        2.40
      D3                                1   6        0.90        2.10
      D4                                1   22       0.80        0.90
      V1                                1   22       0.60        0.90


 26 Providing patti on plastered surface 12 mm to
    15 mm thick in C. M.1:3line and level
     including neat finishing scaffolding curing
    etc. complete. (150 mm.)
    Above window                             48      3.00

26a Labour charges for providing groovein
    external plaster having width of 2.5 cm.and
    spaced at a distance of 45 cm. etc. complete
              R. A. No. 26a.
    Above window                            48       3.00

 27 Providing and applying washable oil- bound
    distemper of approved colour and shade
    to old/new surfaces in two coats
     including scaffolding, preparing the surface.
     (including the primer coat) etc. complete.
    Rate as per CSR I. No.10/P-62




                                                                          Mts-GF-Page 54
SR.
                 ITEM OF WORK              No    L   B   H   QTY     UNIT
No.
A) GROUND FLOOR :-
   Qty. of 20mm from item no.24
   Qty. of 12 mm from item no.23




B)    FIRST FLOOR :-
      Qty. of 20 mm from item no.24
      Qty. of 12 mm from item no.23

      A+B

C) SECOND FLOOR :-
   Qty. of 20 mm from item no.24
   Qty. of 12 mm from item no.23




 28 Providing and applying two coats of
     water proof cement paint of
     approved manufacture and of approved
    colour to the plastered surfaces including
    scaffolding if necessary, cleaning and
    preparing the surface, watering for two .
    days etc. complete (Including primer coat)

A) GROUND FLOOR :-

B)    FIRST FLOOR :-

      A+B
      70 % Qty for Cement paint




C) SECOND FLOOR :-
   70 % Qty for Cement paint




28a Providing and applying two coats of
     water proof texture paint of
     approved manufacture and of approved
    colour to the plastered surfaces including
    scaffolding if necessary, cleaning and
    preparing the surface, watering for two .
    days etc. complete (Including primer coat)
A) GROUND FLOOR :-
    Qty. of sand face from item no.21
B) FIRST FLOOR :-
    Qty. of sand face from item no.21
    A+B
    30 % Qty for texture paint

c)    SECOND FLOOR




                                                               Mts-GF-Page 55
SR.
                 ITEM OF WORK                 No       L      B     H   QTY     UNIT
No.
      Qty. of sand face from item no.21
      Qty. of 20mm from item no.62


      30 % Qty for texture paint

 29 Providing and laying rectified and Vetrified
     mirror finish decorative type tiles of any
     size of approved make, shade and pattern
    for flooring inrequired position laid on a bed
     of 1:4 cement mortar including neat cement
     float , filling joints with cement slurry,
    curing and cleaning etc. complete

A) GROUND FLOOR :-
   Class room                             1   10     8.00    5.80
   Staff room                             1   2      3.45    5.80
   Passage                                1   2      2.10    1.30
   Store                                  1   2      2.45    5.80
   st case                                1   1      4.00    5.20
   Room                                   1   1      3.16    5.80
   Room                                   1   1      4.70    5.80
   Principol cabin                        1   1      3.50    4.50
   Voic Principol cabin                   1   1      3.00    3.60
   Enterance lobby                        1   1      4.30    6.00
   Passage                                1   1      38.75   2.00
   Passage                                1   1      34.30   2.00
   Passage                                2   2      23.90   2.00
   Passage                                1   1      4.30    2.30
   stage                                  1   1      13.28   4.50


B)    FIRST FLOOR :-
      Dorometry                           1   6      8.00    5.80
      Dorometry                           1   2      9.90    5.80
      Dorometry                           1   1      7.85    5.80
      Dorometry                           1   1      10.30   5.80
      Dorometry                           1   1      6.08    5.80
      Room                                1   1      3.16    5.80
      Room                                1   1      4.70    5.80
      Hall                                1   1      4.61    5.80
      Bed                                 1   1      3.14    5.07
      Passage                             1   1      2.55    5.07
      Passage                             1   1      1.20    1.90
      Coridor Passage                     1   1      34.30   2.00
      Passage                             1   1      26.45   2.00
      Passage                             1   1      23.95   2.00

                    A+B

C) SECOND FLOOR :-
   Dorometry                              1   6      8.00    5.80
   Dorometry                              1   2      9.90    5.80
   Dorometry                              1   1      7.85    5.80
   Dorometry                              1   1      10.30   5.80
   Dorometry                              1   1      6.08    5.80
   Room                                   1   1      3.16    5.80
   Room                                   1   1      4.70    5.80




                                                                          Mts-GF-Page 56
SR.
                 ITEM OF WORK                No        L         B     H   QTY     UNIT
No.
      Hall                               1    1      4.61       5.80
      Bed                                1    1      3.14       5.07
      Passage                            1    1      2.55       5.07
      Passage                            1    1      1.20       1.90
      Coridor Passage                    1    1      34.30      2.00
      Passage                            1    1      26.45      2.00
      Passage                            1    1      23.95      2.00

 30 Providing and fixing machine cut approved
    coloured granite slab 60 cm. x 45 cm. and
    20 mm. thick of approved quality , vein
    and colour for dado and skirting on 1:4
    cement plaster including filling joints with
    neat colour cement slurry ,curing , hand
    polishing and cleaning complete.
    (Except granite slab of specified size and
     thickness shall be used)
A) GROUND FLOOR :-
    Entrance Foyer                        1 2        6.18       2.40
    For Entrance Column                   2 4        0.73       2.40

 31 Providing & fixing ceramic tiles (Anty Skid ) of approved
    quality 30cm x 30cm x 8 mm for flooring in
    required position laid on a bed of 1:4
    cement mortar including cement float, filling
    joints with white / colour cement slurry,
    curing,cleaning complete.

A) GROUND FLOOR :-

      Boys/Girls Toilet                  2    1      4.86       5.77
      Toilet                             4    1      1.20       2.40
      Handicap Toilet                    1    2      2.00       2.00

B)    FIRST FLOOR :-
      Boys/Girls Toilet                  2    1      9.80       5.77
      bath                               1    2      1.20       2.00
      WC                                 1    1      2.90       1.20
                                         1    1      0.90       1.20

                A+B
C) SECOND FLOOR :-
   Boys/Girls Toilet                     2    1      9.80       5.77
   bath                                  1    2      1.20       2.00
   WC                                    1    1      2.90       1.20
                                         1    1      0.90       1.20

 32 Providing and fixing Heavy duty inter duty
    inter locked concrete paving blocks of
    60 mm. Thickness of having a strength of
    300 Kg / Sqm. Of approved quality and
    shapeon a bed of 1:6 cement mortar
    including cement float striking joints, curing
    and cleaning etc. complete.
A) GROUND FLOOR :-
    Both side porch                      1 2         16.60      6.50

32a Providing and laying polished chequred marble




                                                                             Mts-GF-Page 57
SR.
                   ITEM OF WORK               No          L      B      H   QTY     UNIT
No.
       mosaic tiles of 20 mm to 25 mm thick and 20 cm
       x 30cm size of approved pattern and colour with
      white and coloured chips up to maximum heigth
      of 6mm/12mm/20mm for flooring and treads ,
      in required position set in bed of 1:4 C M
      including neat crment float filling the joint
      with neat colour cement slurry, curring,
      polished and rubbing etc. complete
      Porch                                 1 1        6.64      5.62
      Courtyard                             1 1        22.02    23.61

 33 Providing and laying grenite stone slabs 20
     to 25 mm. thick for treads and risers of
    steps and staircases of approved colour and
    shade ,with rounded moulding & three
    grooved lines for the treads on a bed of 1:4
    cement mortar including cement float, filling
     joints with neat cement slurry, curing,
    polishing and cleaning etc. complete.

A) GROUND FLOOR :-
   St. case for steps,T                   2   12        1.50    0.30
   R                                      2   13        1.50    0.15
   Entrance steps                         1   7         6.10    0.30
                                          1   8         6.10    0.15
      Stage T                             2   5         4.00    0.30
                                          2   6         4.00    0.15

B)    FIRST FLOOR :-
      St. case for steps,T                2   12        1.50    0.30
      R                                   2   13        1.50    0.15

   A+B
C) SECOND FLOOR :-
   St. case for steps,T                   2   12        1.50    0.30
   R                                      2   13        1.50    0.15

 34 Providing and laying rectified and Vetrified
    mirror finish decorative type tiles of any size
    of approved make, shade and pattern for
    scirting inrequired position laid on a bed of
    1:4 cement mortar including neat cement
    float , filling joints with cement slurry, curing
    and cleaning etc.complete( dado and skirting).

A) GROUND FLOOR :-
   Class room                             2    8        8.00    0.20
                                          2    8        5.80    0.20
      Class room                          1    2        7.80    0.20
                                          1    2        5.80    0.20
      Stoe                                1    2        2.45    0.20
                                          1    2        5.80    0.20
      Stage                               1    1        13.50   0.20
      st case                             2    2        4.00    0.20
                                          1    1        6.50    0.20
      Corridor passage                    2    2        24.07   0.20
                                          1    2        2.00    0.20
                                          2    2        39.96   0.20




                                                                              Mts-GF-Page 58
SR.
                   ITEM OF WORK       No     L      B     H   QTY     UNIT
No.
                                  1   2    2.00    0.20
      Principal cabin             1   2    3.00    0.20
                                  1   2    3.50    0.20
      Voic Principal cabin        1   2    3.60    0.20
                                  1   2    4.50    0.20
      Staff room                  2   2    3.45    0.20
                                  2   2    5.80    0.20
      Room                        1   2    3.16    0.20
                                  1   2    5.80    0.20
      Room                        1   2    4.75    0.20
                                  1   2    5.80    0.20

B)    FIRST FLOOR :-
      Dorometry                   6   2    8.00    0.20
                                  6   2    5.80    0.20
      Dorometry                   1   2    7.80    0.20
                                  1   2    5.80    0.20
      Dorometry                   1   2    10.25   0.20
                                  1   2    5.80    0.20
      Dorometry                   1   2    6.00    0.20
                                  1   2    5.80    0.20
      Dorometry                   2   2    10.70   0.30
                                  2   2    5.80    0.30
      Corridor passage            1   1    25.90   0.20
                                  1   1    21.90   0.20
                                  1   2    26.00   0.20
                                  1   2    24.00   0.20
                                  1   2    38.50   0.20
      Hall                        1   2    3.50    0.20
                                  1   2    5.80    0.20
      Bed                         1   2    5.00    0.20
                                  1   2    3.14    0.20
      Kitchen                     1   2    3.14    0.20
                                  1   2    2.90    0.20
      Passage                     1   2    5.00    0.20
                                  1   2    2.50    0.20

             A+B
C) SECOND FLOOR :-
   Dorometry                      6   2    8.00    0.20
                                  6   2    5.80    0.20
      Dorometry                   1   2    7.80    0.20
                                  1   2    5.80    0.20
      Dorometry                   1   2    10.25   0.20
                                  1   2    5.80    0.20
      Dorometry                   1   2    6.00    0.20
                                  1   2    5.80    0.20
      Dorometry                   2   2    10.70   0.30
                                  2   2    5.80    0.30
      Corridor passage            1   1    25.90   0.20
                                  1   1    21.90   0.20
                                  1   2    26.00   0.20
                                  1   2    24.00   0.20
                                  1   2    38.50   0.20
      Hall                        1   2    3.50    0.20
                                  1   2    5.80    0.20
      Bed                         1   2    5.00    0.20
                                  1   2    3.14    0.20




                                                                Mts-GF-Page 59
SR.
                  ITEM OF WORK                 No    L      B     H   QTY     UNIT
No.
      Kitchen                            1     2    3.14   0.20
                                         1     2    2.90   0.20
      Passage                            1     2    5.00   0.20
                                         1     2    2.50   0.20

 35 Providing and laying ceramic tiles of
    approved quality 30 cm x 30 cm x 5 mm for
    dado and skirting in required position with
     readymade adhesive mortar of approved
    quality on plaster of 1:2 cement mortar
    including joint filling with white/ colour
    cement slurry curing complete.
A) GROUND FLOOR :-
    Boys/Girls Toilet                     2 2       4.86   2.10
                                          2 2       5.77   2.10
    w.c.                                  # 2       1.00   1.20
                                          # 2       1.20   1.20
    Toilet                                4 2       1.20   2.10
                                          4 2       2.40   2.10
    Handicap Toilet                       2 2       2.50   2.10
                                          2 2       2.00   2.10
    Deduct D4                             1 10      0.80   1.20
                                          1 14      0.80   2.10

B)    FIRST FLOOR :-
      Boys/Girls Toilet                  2     2    9.80   2.10
                                         2     2    5.77   2.10
      w.c.                               #     2    1.00   1.20
                                         #     2    1.20   1.20
      Bath                               #     2    1.35   2.10
                                         #     2    1.50   2.10
      Toilet                             1     2    1.20   2.10
                                         1     2    2.90   2.10
      WC                                 1     2    0.90   1.20
                                         1     2    1.20   1.20
      Deduct D4                          1     11   0.80   1.20
                                         2     10   0.80   2.10

                    A+B

C) SECOND FLOOR :-
   Boys/Girls Toilet                     2     2    9.80   2.10
                                         2     2    5.77   2.10
      w.c.                               #     2    1.00   1.20
                                         #     2    1.20   1.20
      Bath                               #     2    1.35   2.10
                                         #     2    1.50   2.10
      Toilet                             1     2    1.20   2.10
                                         1     2    2.90   2.10
      WC                                 1     2    0.90   1.20
                                         1     2    1.20   1.20
      Deduct D4                          1     11   0.80   1.20
                                         2     10   0.80   2.10

 36
 Providing and fixing Mild steel grill work
 for windos , ventilators etc. 20 kg /sqm as
 per drawing including fixtures ,necessary
   welding and painting with one coat of




                                                                        Mts-GF-Page 60
SR.
                ITEM OF WORK                 No       L      B      H     QTY     UNIT
No.
anticorrosive paint and two coat oil painting
                 Complete.
A) GROUND FLOOR :-
     W1                                    1 62      1.50   1.50
     V                                     1 14      0.60   0.90

B)    FIRST FLOOR:-
      W1                                 1   43      1.50   1.50
      V                                  1   22      0.60   0.90
      @ Courtyard                        1   8       3.60   2.10
                                             4       3.80   2.10
                                             9       4.00   2.10

                  A+B
C)    SECOND FLOOR :-
      W1                                 1   43      1.50   1.50
      V                                  1   22      0.60   0.90
      @ Courtyard                        1   8       3.60   2.10
                                             4       3.80   2.10
                                             9       4.00   2.10

                   A+B+C
 37
Providing and fixing country cut teak wood
  double or Signal leaf second class fully
  Panelled doors 35 mm thick shutter and
     25 mm thick panels with openable fan light
     as per detailed drawings. Including the door
     frame 75 mm x 125 mm iron oxidized
     fixtures and fastening and finishing the wood
      work with oil painting three coats .
A) GROUND FLOOR :-
     D1                                        1     2.00          2.40
     D2                                       10     1.20          2.40

B)    FIRST FLOOR :-
      D2                                     11      1.20          2.40

                   A+B

C) SECOND FLOOR :-
   D2                                        11      1.20          2.40

                  A+B+C
 38 Providing and fixing double leaf paneled
     door 60 mm x 100 mm frame with glazed
    openable fan light shutter 35 mm thick as
     per detailed drawing consisting C.C.T.W.
    Vertical styles 100 mm x 35 mm and lock
    and bottom rail 200 mm x35 mm and
    panels 12 mm thick both side commercial
    ply faced particle board generally resin
     including iron fixture and fastening and T.W.
     Bedding and junction of panel inserts and
    as instructed by the Engineer in Chage
A) GROUND FLOOR :-
    D3                                        9      0.90          2.40
B) FIRST FLOOR :-
    D3                                        6      0.90          2.40




                                                                            Mts-GF-Page 61
SR.
                   ITEM OF WORK                   No     L      B      H     QTY     UNIT
No.


                   A+B
C) SECOND FLOOR :-
    D3                                       6         0.90           2.40
                  A+B+C
 39 Providing and fixing PVC solid core
    flush door with decorative design having
    frame of size 50 mm. X 100 mm. Shutter
    30 mm. Thick having water proof
    properties, including alluminium fixtures
    and fastenings such as aldrop, latch,
      towerbolt, handle, door stopper etc. complete.
A) GROUND FLOOR :-
   In toilets,D4                                  14   0.80    2.10
   D5                                             2    1.00    2.10

B)  FIRST FLOOR :-
    In toilets,D4                              22      0.80    2.10
                   A+B
C) SECOND FLOOR :-
    D4                                         22      0.80    2.10
                  A+B+C
 40 Providing and fixing anodised (as per
    I.S. 1868/1982) alluminium sliding
     window of two tracks/ three tracks as
     per detailed drawing and as directed by
    engineer in charge with all necessary
    alluminium sections fixtures and fastnings
    such as roller bearing in nylon casing and
    self locking catch fitted in vetical section of
    shutter including 5 mm. Thick plain glass
    with all required screws and nuts etc.
    complete.(with powder coating)
A) GROUND FLOOR :-
    W1                                     1 62        1.50    1.50
B) FIRST FLOOR :-
    W1                                     1 43        1.50    1.50
                   A+B

C) SECOND FLOOR :-
    W1                                  1 43           1.50    1.50
                  A+B+C
 41 Providing and fixing kadappa stone slabs one side
    polished of 25 mm thickness and of approved shape and
    colour for platforms, seating arrangements including
    cutting, fixing in C.M. 1:3 curing and cleaning etc.
    complete. ( Excluding Nosing )


A) GROUND FLOOR :-
   In green room                              2   4    5.00    0.60
                                              2   5    1.00    0.60

B)    FIRST FLOOR :-
      In labs                                 1   1    10.41   0.60
                                              1   10   1.00    0.60

            A+B
C) SECOND FLOOR :-




                                                                               Mts-GF-Page 62
SR.
                ITEM OF WORK                No           L            B           H      QTY     UNIT
No.
      In labs                           1   1          10.41         0.60
                                        1   10         1.00          0.60
                                        1   1          7.77          0.60
                                        1   8          1.00          0.60

 42 Providing and fixing alluminium louvered
    windows consisting of vertical arm metre
    ( 40 x 12 mm ) with holders, levers and
    locking arragement weighing at 0.90 K.g.
     / metre with 3 mm thick glass sheet louvers
    etc. Complete.
A) GROUND FLOOR :-
    V1                                   1 14          0.60          0.90
B) FIRST FLOOR :-
    V1                                   1 22          0.60          0.90
                   A+B
C) SECOND FLOOR :-
    V1                                   1 22          0.60          0.90
    A+B+C

 43 Providing and fixing 16 guage M.S. sheets cylindrical covering box 10cm dia. For
    FAN HOOKS to be embedded in slab with 10 mm dia. Square bar including
    necessary welding securing in positions and painting with primer and anticorrosive
    paint etc. complete.
A) GROUND FLOOR :-
    Class room                          1 10           4.00
    Staff room                          1 2            2.00
    Store                               1 1            2.00
    Entrance                            1 1            5.00
    Cabin                               1 2            2.00
    Room                                1 2            2.00
    Passage                             1 1           30.00

B)    FIRST FLOOR :-
      Dorometry                         1   11         4.00
      Room                              1   2          2.00
      Hall                              1   1          2.00
      Bed                               1   1          2.00
      Kitchen                           1   1          2.00
      Passage                           1   1          30.00

             A+B
C) SECOND FLOOR :-
   Dorometry                            1   11         4.00
   Room                                 1   2          2.00
   Hall                                 1   1          2.00
   Bed                                  1   1          2.00
   Kitchen                              1   1          2.00
   Passage                              1   1          30.00

                  A+B+C
 44 Providing sills of white Makrana marble slab of approved
    quality,veins, 20 mm. thick on a bed of 1:4 cement mortar
    including neat cement float, filling joints with neat cement
    slurry, curing, polishing and cleaning etc. complete.
    [Spec.No. : Bd.M.31 Page No. 392 ]

A) GROUND FLOOR :-




                                                                                           Mts-GF-Page 63
SR.
                 ITEM OF WORK                 No           L        B     H   QTY     UNIT
No.
      W1                                  4   62         1.50      0.25
      V                                   2   14         0.90      0.25
                                          2   14         0.60      0.25

B)    FIRST FLOOR:-
      W1                                  4   43         1.50      0.25
      V                                   2   22         0.90      0.25
                                          2   22         0.60      0.25

                   A+B

C)    SECOND FLOOR :-
      W1                                  4   43         1.50      0.25
      V                                   2   22         0.90      0.25
                                          2   22         0.60      0.25

                  A+B+C
 45 Providing 25 to 30 mm. thick partitions of white
     coloured marble slabs of approved shapes, quality
    and colour for urinals, including cutting holes of required
    size in the appropriate places to receive pipes etc., fixing
    in cement mortar 1.3 curing and cleaning etc. complete.
     [Spec.No. :Bd.M.35 Page No. 393 ]

A) GROUND FLOOR :-
   Toiltes                                2   5          0.75      1.50
B) FIRST FLOOR :-
   Toiltes                                2   5          0.75      1.50
             A+B

C) SECOND FLOOR :-
    Toiltes                               2 5            0.75      1.50
                   A+B+C
 46 Providing and fixing stainless steel grill
    railing as per detailed drawing with top pipe
    of 50 mm dia. and vertical posts of 38 mm
    and inner horizontal pipe of 38 mm dia.,all
    pipes of 3 mm thickness including fabricating,
     fixtures, erecting,including fixing with a M.S.
    base plate of 125 x 125 x 5 mm at bottom
    of vertical posts including buffing to
     stainless steel pipe etc. complete.
A) GROUND FLOOR :-
    st. case                              1 2            4.02      0.90
                                          1 1            1.00      0.90

B)  FIRST FLOOR :-
    st. case                            1 2              4.02      0.90
                   A+B
C) SECOND FLOOR :-
    st. case                            1 2              4.02      0.90
    A+B+C
 47 Providing and fixing 1st class white glazed
    earthenware ORISA type W.C. pan
    580 mm dia.including P or S trap C.I. Soil
    and vent pipeupto the outside face of the
    wall, (1:5:10) cement .concrete bedding
    including 15mm. thick with half turn25 mm.




                                                                                Mts-GF-Page 64
SR.
                 ITEM OF WORK                 No        L     B   H   QTY     UNIT
No.
      Dia. gun metal flushing cock with including
       all accessories, etc. complete.
A)    GROUND FLOOR :-
      In w.c.
B)    FIRST FLOOR :-
      In w.c.
                     A+B
C)    SECOND FLOOR :-
      In w.c.
      A+B+C
 48   Providing and fixing WHITE glazed
      earthenware wash hand basin 55 cm
      x 40 cm including cold water pillar tap /
      cold and hot water piller tapbrackets,
      rubber plugs & brass chain, stop tap &
       necessary pipe connections including PVC,
      lead waste pipe and trap upto the outside
      face of the wall,making good the damaged
      surface,testing etc. complete.
A)    GROUND FLOOR :-
      In toilets
B)    FIRST FLOOR :-
      In toilets
C)    SECOND FLOOR :-
      In toilets
      A+B+C

 49 Providing and fixing European type
    glazed earthenware coupled cleset
     syphonic trap with with syphonic low level
    white glazed 10 litres cistern with black
     backlite seat and lid with chromium plated
     brass hinges including C.I.soil and vent pipe
     upto the outside face of the wall including
    100 mm dia GI plug bend,inlet pipe, stop
     tap etc all fitings, cutting and making good
    walls and floor etc. complete.
A) GROUND FLOOR :-
    In toilets                             1 1         2.00
    phy. Handicap                          1 1         2.00

B)    FIRST FLOOR :-
      In toilets                            1 1        2.00
                      A+B
 50   Providing and fixing 10 cm. C.I. Nahani
      Trap including C.I.grating, bend and
       piece of C.I. pipes upto the outer side face
       of wall etc.complete.
A)    GROUND FLOOR :-
      In toilets                            1 6        2.00
B)    FIRST FLOOR :-
      In toilets                            1 8        2.00
C)    SECOND FLOOR :-
      In toilets                            1 8        2.00
      A+B+C
 51   Providing and fixing on internal walls/ceiling
      Heavy grade (type)galvanised iron pipes
       having embossed as ISI Mark with
      screwed,sockets, joints and andnecessary g
      alvanised iron fittings such as sockets,back




                                                                        Mts-GF-Page 65
SR.
                  ITEM OF WORK                 No        L     B   H   QTY     UNIT
No.
      nuts, elbows, bends,tees, reducers,
      enlargers, plugs, clamps etc.including
       necessary drilling holes in walls,slabs etc.&
       remaking good thedamaged portion to
      restore the same in original condition neatly
      & providing & applying anti corrosive
      primer oil paint & 2 coats of oil paintings
      complete.
      GROUND FLOOR
      A) 15 mm diameter
      For toilets                           2 1        25.00
                                            4 1        5.00

      B)25 mm diameter
      For toilets                          2    1      35.00
                                           4    1      10.00

      FIRST FLOOR
      A) 15 mm diameter
      For toilets                          2    1      25.00
                                           4    1      10.00

      B)25 mm diameter
      For toilets                          2    1      35.00
                                           4    1      15.00

      SECOND FLOOR
      A) 15 mm diameter
      For toilets                          2    1      25.00

      B)25 mm diameter
      For toilets                          2    1      35.00

      A) 15 mm diameter
      A+B+C

    B) 25 mm diameter
    A+B+C
 52 Providing & fixing G.I pipes on external
     walls / ceiling Heavy grade(type)
    galvanised iron pipes having embossed as
    ISI Mark with screwed sockets,joints
    & necessary galvanised iron fittings such
     assockets, back nuts,elbows, bends,
     tees, reducers,enlargers, plugs, clamps
     etc. including necessarydrilling holes in
    walls, slabs etc.& remaking good the
    damaged portion to restorethe same in
    original condition neatly & providing &
    applying anti corrosive primer oil paint
     &2 coats of oil paintings complete.
    GROUND FLOOR
    A) 40 mm diameter
    From tank                             1 4          5.00

      B)50mm diameter
      For inlet to tanks                   1    4      5.00

      FIRST FLOOR




                                                                         Mts-GF-Page 66
SR.
                 ITEM OF WORK               No         L      B   H   QTY     UNIT
No.
      A) 40 mm diameter
      From tank                         1    6        3.65

      B)50mm diameter
      For inlet to tanks                1    4        3.65

      SECOND FLOOR
      A) 40 mm diameter
      From tank                         1    6        4.65

      B)50mm diameter
      For inlet to tanks                1    4       4.65
                                        1    2       40.00


      A) 40mm diameter
      A+B+C

      A) 50 mm diameter
      A+B+C

 53 Providing and laying in trenches medium
     grade (type) galvanised iron pipe having
    embossed as ISI Mark with screwed,
    sockets, joints, necessary galvanised iron
     fitting such as sockets, back nuts,elbows,
    bends, tees, reducers, enlargers,plugs,
    clamps etc. including necessary excavation,
    backfilling , fixing with clamps with one coat
    of anticorrosive and 3 coats of oil paint
    etc. complete.
    A) 50 mm diameter
    For inlet to tanks                        2      60.00

      B) 80 mm diameter
      For inlet to tanks                     1       100.00

 54 Providng and fixing 15 mm dia. Screw
    down bib/stop tap of brass including
    necessary sockets, union nuts complete.
A) GROUND FLOOR :-
    In toilets                              1        30.00

B)    FIRST FLOOR :-
      In toilets                             1       30.00

C) SECOND FLOOR :-
   In toilets                                1       30.00

      A+B+C


 55 Providng and fixing screw down for 80 mm
    dia. wheeled stop tap of brass including
    necessary sockets, union nuts complete.

                                          .
 56 Providng and fixing Screw down for 40 mm




                                                                        Mts-GF-Page 67
SR.
                  ITEM OF WORK             No      L     B   H   QTY     UNIT
No.
      dia. wheeled stop tapof brass including
      necessary sockets, union nuts complete.


 57 Providng and fixing Screw down for 50 mm
    dia. wheeled stop tapof brass including
    necessary sockets, union nuts complete.


 58 Providing and fixing 75 mm dia. Stabiliser
    pipe /P.V.C. soil Vent/waste pipe and
    with necessary fixtures and fitting such as
    bends tees, single junction, slotted vent,
    clamps etc. complete.
A) GROUND FLOOR :-
    For clear water disposal
    From w.h.b, urinal etc.                 10    5.00
                                            20    2.00

B)    FIRST FLOOR :-
      For clear water disposal
      From w.h.b, urinal etc.              10     3.65
                                           20     2.00


C) SECOND FLOOR :-
   From w.h.b, urinal etc.                 10     3.65
                                           20     2.00


      A+B+C

 59 Providing and fixing 110 mm dia. Stabiliser
    pipe /P.V.C. soil Vent/waste pipe and
    with necessary fixtures and fitting such as
    bends tees, single junction, slotted vent,
    clamps etc. complete.
A) GROUND FLOOR :-
    for disposal from w.c.'s                10    5.00
                                            20    2.00
    for rain water disposal                 24    5.00


B)    FIRST FLOOR :-
      for disposal from w.c.'s             11     3.65
                                           20     2.00
      for rain water disposal              24     3.65


C) SECOND FLOOR :-
   for disposal from w.c.'s                11     4.65
   for rain water disposal                 24     4.65


    A+B+C
 60 Providing and fixing 160 mm dia. Stabiliser
    pipe /P.V.C. soil Vent/waste pipe and
    with necessary fixtures and fitting such as




                                                                   Mts-GF-Page 68
SR.
                   ITEM OF WORK                No          L      B     H   QTY     UNIT
No.
      bends tees, single junction, slotted vent,
      clamps etc. complete.
      for disposal from w.c.'s & baths,toilets2          45.00
                                               2         40.00
                                               3         50.00


 61 Providing and fixing chicken mesh jali
    (24 gauge) at the junction of 2 different
    surfaces of different material component at
    the time of plastering to prevent cracking in
     plaster surface as and where directed at
     all floors with all leads and lifts etc.complete.
A) GROUND FLOOR :-
    Class room                               1 10        15.92   0.30
                                             1 10        5.77    0.30
    Green Rooms                              2 2         4.88    0.30
                                             2 2         5.77    0.30
    Stage                                    2 1         18.41   0.30
                                             2 1         6.00    0.30
    st case                                  2 2         4.00    0.30
                                             2 2         4.20    0.30
    Corridor                                 2 2         24.07   0.30
                                             2 2         2.00    0.30
                                             2 1         39.96   0.30
                                             2 1         2.00    0.30
                                             2 2         9.80    0.30
                                             2 2         2.00    0.30
    Boys/Girls Toilet                        2 2         4.86    0.30
                                             2 2         5.77    0.30
    Toilet                                   2 2         1.20    0.30
                                             2 2         2.15    0.30
    Handicap Toilet                          2 2         2.50    0.30
                                             2 2         2.00    0.30
    @ columns                                2 54        3.65    0.30


B)    FIRST FLOOR :-
      Dorometry                            2   11        7.77    0.30
                                           2   11        5.77    0.30
      Principals Cabin                     2   1         7.77    0.30
                                           2   1         5.77    0.30
      V principals cabin                   2   1         5.77    0.30
                                           2   1         5.62    0.30
                                           2   1         1.50    0.30
                                           2   1         2.15    0.30
      Corridor                             2   2         24.07   0.30
                                           2   2         2.00    0.30
                                           2   1         39.96   0.30
                                           2   1         2.00    0.30
                                           2   2         9.80    0.30
                                           2   2         2.00    0.30
      st case                              2   2         4.00    0.30
                                           2   2         4.20    0.30
      In toilets                           2   2         4.86    0.30
                                           2   2         5.77    0.30
                                           2   4         4.42    0.30
                                           2   4         2.00    0.30




                                                                              Mts-GF-Page 69
SR.
                   ITEM OF WORK               No           L              B        H     QTY     UNIT
No.
      @ columns                           2   40          3.65           0.30


C) SECOND FLOOR :-
   0                                      2   11         7.77            0.30
                                          2   11         5.77            0.30
      Principals Cabin                    2   1          7.77            0.30
                                          2   1          5.77            0.30
      V principals cabin                  2   1          5.77            0.30
                                          2   1          5.62            0.30
                                          2   1          1.50            0.30
                                          2   1          2.15            0.30
      Corridor                            2   2          24.07           0.30
                                          2   2          2.00            0.30
                                          2   1          39.96           0.30
                                          2   1          2.00            0.30
                                          2   2          9.80            0.30
                                          2   2          2.00            0.30
      st case                             2   2          4.00            0.30
                                          2   2          4.20            0.30
      In toilets                          2   2          4.86            0.30
                                          2   2          5.77            0.30
                                          2   4          4.42            0.30
                                          2   4          2.00            0.30
      @ columns                           2   40         3.65            0.30

                A+B+C
 62 Providing and laying 225mm diameter
   salt glased S. W. pipe including fitings
    such as bends, tees ,single junction double
   junctions laying jonting (including excavation
   and refilling the trenches) complete
A) GROUND FLOOR :-
                                             2
   for disposal from w.c.'s & baths,toilets 225 mm       45.00
                                             2           40.00
                                             1           50.00

      100 mm                                  2          45.00
                                              2          50.00

 63 Providing, & fixing H.D.P.container one piece moulded
    water storage tank made out of low density poly etylerand built
    corrugations inclusive of delievery upto destination housing fixing of
    accessories such as inlet, outlet overflow, inclusive of all taxes capacity
    above 1000 to 20000 litres

C) SECOND FLOOR :-
                                          4   2         2000.00


 64 Providing internal cement plaster 12mm
    thick in a single coat in cement mortar 1:5
     without neeru finish to concrete or brick
    surface in all positions including scaffolding
    and curing complete.
A) GROUND FLOOR :-
    Septic tank outer sides               2 2             5.76                    0.45
                                          2 2             2.76                    0.45




                                                                                           Mts-GF-Page 70
SR.
                 ITEM OF WORK                 No        L      B      H     QTY     UNIT
No.


C) SECOND FLOOR :-
   Parapett                               1   2       39.94          1.20
                                          1   2       41.53          1.20
                                          1   2       22.02          1.20
                                          1   2       23.62          1.20

    A+B
 65 Providing and constructing brick masonry
     inspection chamber 90cm x 45 cm x 90 cm.
    including 1:4:8 C.C. foundation,1:2:4 cement.
     concrete channels half round G.S.W pipes,
     brick masonry, plastering from inside and
     with frame fixed in cement concrete with
    R.C.C cover.

      For sewage & waste water disposal       18

 66 Providing and constructing brick masonry
    inspection chamber 60cm x 45 cm x 90cm.
    including 1:4:8 C.C. foundation,1:2:4 cement
    concrete channels half round G.S.W.pipes,
     brick masonry, plastering from inside and
    with frame fixed in cement concrete with
    R.C.C cover.
    For sewage & waste water disposal       24

 67 Providing and fixing 15 cm x 10 cm salt
    glazed stoneware gully trap in cement
     concrete 1:4:8 outside the building including
    cast iron grating in the sink,connecting
      glazed stoneware pipe, brick masonry
    chamber with cast iron lid and castiron
    grating for the gully trap etc. complete.
    For clear water disposal                  8

 68 Providing and laying cement concrete
     flooring 40 mm thick with 1:2:4 cement
    concrete laid to proper level and slope in
    alternative bays, including compaction,
    filling joints,marking lines to give appearance
      of tiles of 30 cm x 30 cm or other size
    laid diagonal/square etc. finishing smooth
    (with extra cement ) in any colour as
    directed and curing complete.
    septic tank bottom                        2       5.30    2.30
    Plinth protection                     1 1         43.53   1.00
                                          1 2         39.94   1.00


 69 Providing internal cement plaster 20 mm
    thick in a single coat in cement mortar
    1:3 with fine cement finish 1.5 mm thick
    over green plastered surface including
    scaffolding and curing complete.
    septic tank walls                   2 2           5.30    2.15
                                        2 2           2.30    2.15
                                        2 2           2.30    1.15




                                                                              Mts-GF-Page 71
SR.
                 ITEM OF WORK                No          L        B      H     QTY     UNIT
No.
                                         2   5         3.00      1.35
                                         1   4         0.23      0.15
                                         2   4         10.80     1.20
                                         1   4         10.80     0.25
      Gutter                             1   1        291.00     2.00


 70 Providing water proof bedding for flooring
    of bath and W.C. 25 mm thick in C.M.
    1:3 including using 1 Kg. Of water proof
     compound per bag of cement including
     levelling curing etc. complete.
A) GROUND FLOOR :-


B)    FIRST FLOOR :-
      @ toilet sunk slab                 2   1          4.86     5.77


 71 Providing and fixing collapsible steel gate in one / two
    leaves with hot rolled vertical chanells of 18 x 9 x 3 mm.
    monimum size, crossing of M.S. flats of size 18 x 5 mm.
    T and or E section for runner of minimum 14 x 6 mm.
    size for flunge, M.S. flat for top runner of minimum size
    14 x 12 mm. With roller wheels confirming to grade
A) F.G. 150 fitted with snap headed rivets of minimum size
    6 mm. Maximum spacing of vertical channels to be
    100 mm. Inclosed gate position and clear space of
    150 mm. Between two sets of crossing with hold fast,
    stoppers , spaces, handles, locking arrangement and
    one coat of red lead primer etc. completed.
                                               2         2.00           2.40

 72 Providing and fixing in position after
     hoisting,precast 1:2 cement mortar
    reinforced jali 50 mm.thick of approved
    design cement mortar1:3 & curing etc.
    complete .(including 6 mm. diameter mild
    steel bar reinforcement.)
A) GROUND FLOOR :-
    Below sill levels                    2 1           34.60            0.90
                                         2 1           34.51            0.90


A) FIRST FLOOR :-
   Below sill levels                     2   1         34.60            0.90
                                         2   1         34.51            0.90


A) SECOND FLOOR :-
   Below sill levels                     2   1         34.60            0.90
                                         2   1         34.51            0.90

                 A + B +C

 73 Providing and Laying 600 mm dia.
    concrete pipes of I.S.N.P.-2 class in
    proper line, level and slope including




                                                                                 Mts-GF-Page 72
SR.
                  ITEM OF WORK                No           L         B     H     QTY     UNIT
No.
       providing, fixing collars, incement mortar
      1:2 curing complete.
      In courtyards                        2 2           10.00

 74 Providing and fixing 450 mm. X 550 mm.
    size superior type Belgium mirror with 16
     mm. dia.nickel plated towel rod etc.
    complete.
A) GROUND FLOOR :-
    In toilets

B)    FIRST FLOOR :-
      In toilets

C) SECOND FLOOR :-
   In toilets

                 A+B+C
 75 Providing soak pit of size 120 cm x120 cm. X 120 cm.
     including excavating and filling with brick-bats
    etc. complete.


 76 Providing and fixing chromium plated towel rod
    16mm. dia. and 75 cm. in length including all
    accessories etc. complete.
A) GROUND FLOOR :-
    In toilets

B)    FIRST FLOOR :-
      In toilets

C) SECOND FLOOR :-
   In toilets
              A+B+C

 77 Providing and fixing corrugated coloured semitransparent
    fibre sheets of 2.00 mm. thickness for roofing with wind
    ties including fastening with screws and EPDM washers
    as per drawing etc. complete.

      @ courtyard                         4    1         23.50      1.00

 78 Providing structural steel work in trusses, other similar
    trussed purlins and members with all bracing,gusset
    plates etc. as per detailed designs and drawings or as
    directed including cutting, fabricating, hoisting, errecting,
    fixing in position, Making riveted/bolted/welded
    connections and oil painting in with one coat of
     anticorrosive paint etc. complete.
    For Multipurpose Hall
    For Trusses                           4 1            1000.00
                                                                           Say

 79 Providing expansion joints in R.C.C.framed structure
     (interior column) with plain premoulded filler 25 mm.
    thick including fixing T.W. battens both faces and finishing
    as directed etc. Complete.




                                                                                   Mts-GF-Page 73
SR.
                ITEM OF WORK                No           L           B           H     QTY     UNIT
No.
                                        2    2         0.60         4.85

 80 Providing expansion joints in R.C.C. framed structure
     (exterior column) with plain premoulded filler 25 mm.
    thick and 3 mm. thick alluminium plate, hold fast, fixing
    T.W. battens on internal face, finishing etc. complete as
    directed.
                                         2 1            0.30        4.85
                                         2 1            0.60        4.85


 81 Providing expansion joints in R.C.C. framed structure
     (at floor level) with premoulded filler 25 mm. Thick and
    3mm. thick alluminium plate as required, bitumen poured
    filler and fixing T.W. battens on rear faces etc. complete
    as directed.
                                          2 1            6.23       0.60
                                          2 1            2.30       0.30

 82 Providing expansion joints in R.C.C. framed structure
     (at terrace level) with premoulded filler 25 mm. Thick
    and 3mm. thick alluminium plate as required, bituminious
    poured filler, fixing lead, flashing on upper side and
    T.W.battens and inner face finishing etc. Complete as
    directed.
                                           2 1           6.23       0.65
                                           2 1           2.30       0.30

 83 Providing & fixing stainless steel sink 600
    mm x 450mm x 250 mm including all
    connection of the G.I. Supply and UPVC
    waste pipe and trap upto outside face of
    wall ,cold water,chromium plated screw
    down bib tap,rolled steel lor cast iron
    brackets,rubber plug and brass chain,stop
    tap ,making good the damaged surface
    chromium plated bottle trap testing etc
    complete .
A) GROUND FLOOR :-
    In green room                         2 1              1.00
B) FIRST FLOOR :-
    In Kitchen                            1 1              1.00
C) SECOND FLOOR :-
    In Kitchen                            1 1              1.00
                   A+B+C
 84 Providing preconstructional antitermite treatment by treating the bottom surface
    and the sides of excavation at the rate of 3 litres of emulsion concentrate of
    CHLORPYRIFOC 20 % EC,ISI approved confirming (IS 8944),(I.e. by diluting
    5 ltr. Of chlorpyrifoc 20 % EC,with 95 ltr. Of water) and spraying by high
    volume sprayer on one square metre surface area with ten years guaranttee
    bond as per IS 6313 (part II-1971)
    Column pits
    Type I                                1 41             2.10         2.50
                                          2 41             2.10         0.30
                                          2 41             2.50         0.30
    Type II                               1 25             2.10         2.40
                                          2 25             2.10         0.30
                                          2 25             2.40         0.30




                                                                                         Mts-GF-Page 74
SR.
                 ITEM OF WORK               No           L              B           H      QTY     UNIT
No.
      Type-III                          1    2          2.10          2.50
                                        2    2          2.10          0.30
                                        2    2          2.50          0.30
      Type-IV                           1    4          2.10          2.10
                                        4    4          2.10          0.30
      Type-V                            1    6          2.10          2.50
                                        2    6          2.10          0.30
                                        2    6          2.50          0.30
      Type-VI                           1    4          1.80          1.80
                                        4    4          1.80          0.30


 85 Providing preconstructional antitermite treatment by treating the back fill in
    immediate contact with foundation at the rate of 5 litres of an emulsion concentrate
     of CHLORPYRIFOC 20 % EC,ISI approved confirming (IS 8944) to per square
    metre of vertical surface area by high volume sprayer with ten years guaranttee
    bond as per IS 6313 (part II-1971)

      Type I                            1   41          2.10          2.50
      Type II                           1   25          2.10          2.40
      Type-III                          1   2           2.10          2.50
      Type-IV                           1   4           2.10          2.10
      Type-V                            1   6           2.10          2.50
      Type-VI                           1   4           1.80          1.80


 86 Providing preconstructional antitermite treatment by treating the top surface of
    plinth filling at the rate of 5 litres of an emulsion concentrate of one percent
    concentration of CHLORPYRIFOC 20 % EC,ISI approved confirming (IS 8944)
    to per square metre of surface area by high volume sprayer with ten years
    guaranttee bond as per IS 6313 (part III-1971)

      In plinth
      Meditation Hall                   1    2         15.92           5.77
      Entrance Foyer                    1    1         6.18            6.00
      Porch                             1    1         6.64            5.62
      Stilt Parking                     2    1         6.50           23.61
      Boys/Girls Toilet                 2    1         4.86            5.77
      Green Room                        2    1         4.88            5.77
      Stage                             1    1         18.41           6.00
      Multipurpose Hall                 1    1         18.41          17.92
      Corridor                          2    1         24.07           2.00
                                        1    1         39.96           2.00
                                        2    1         9.80            2.00

 87 Providing and laying in situ M-20 cement concrete of
    trap/granite/quartzite/gneiss metal for R.C.C.
    Arches /Domes of all shapes including ramming,
    vibrating finishing and curing ,formwork, centering
    and finishing in cement mortar 1:3 and curing etc.
    complete. (Excluding reinforcement.)
A) GROUND FLOOR :-
                                          3 3.1        2.00           2.00        0.20

 88 Providing water proofing treatment with
    Polymerised water proofing to the water tank
    WC or toilet ductes in three coat (wuth 5 year Guareenty)
    including all required material and labour etc compalete




                                                                                             Mts-GF-Page 75
SR.
                 ITEM OF WORK                No           L              B            H      QTY     UNIT
No.
A) GROUND FLOOR :-
   @ toilet sunk slab                    2    1         4.86           5.77
                                         2    2         4.86           0.60
                                         2    2         5.77           0.60
                                         1    4         4.42           2.00
                                         4    2         4.42           0.60
                                         4    2         2.00           0.60

B)    FIRST FLOOR :-
      @ toilet sunk slab                 2    1         4.86           5.77
                                         2    2         4.86           0.60
                                         2    2         5.77           0.60

                       A+B
  89 supply and installation of 10mm thick multiwall
     clear\bronze UV isulated polycarbonate sheet of
     approved make the fixing of the sheets will be done
     by using Extruded aluminium section EPDM
     Rubber Gasket,silicon sealant,screws,washets etc
     including design,supply,errection and fabrication
     of M.S structure works using ;ISMC /Tubular pipe
plates etc .the strcture will consist of built up
     girder ,trusses,purlins ,runners etc applied with
     two coats of primer and two coats of epoxy paint.
     @ courtyard                              1 1      23.50           20.51

 90 Providing and fixing a group of three white glazed earthernware semistall
     type Urinal with cast iron 10 litres capacity automatic flushing cistern with
     fittings brackets for fixing cistern, lead flush pipes fittings and spreader
    arrangements including lead soil pipe, lead trap and soil pipe connections
    upto the outside face of the wall.
                                      G.F        2         2.00
                                      F.F.       2         2.00
                                      S.F.       2         2.00

 91 providing and fixing drinking fountain including basin jet self closing
    tap stop tap for controlling the pressure necessary galvonised
    iron pipe upto the outside face of the wall inject pipe and lead /
    galvonised iron pipe leading the waste water from the basin upto
    the outside of the wall
                                         G.F 2            5.00
                                         F.F. 2           5.00
                                         S.F. 2           5.00
                                                                                     Total

 92 Providing and constructing brick masonry
     inspection trap chamber 90cm x 45 cm
    including 1:4:8 C.C. foundation,1:2:4 cement.
     concrete channels half round G.S.W pipes,
     brick masonry, plastering from inside and
     with frame fixed in cement concrete with
    R.C.C cover.
                                       G.F. 1
 93 Providing and Laying 150 mm dia.
    concrete pipes of I.S.N.P.-2 class in
    proper line, level and slope including
     providing, fixing collars, incement mortar
    1:2 curing complete.




                                                                                               Mts-GF-Page 76
SR.
                ITEM OF WORK                 No        L      B     H   QTY     UNIT
No.
                                        G.F. 1
 94 Providing and fixing 90 cm. X 60 cm. Marble
    year plate engraving 10 cm. Height letter
    figures including painting the letter/figures
    with approved colour and shade complete
                                        G.F. 2
 95 providing and fixing in position approved
    brand CO2 gas pressure type 5 Kg capacity
    Fire Extinguishers complete with gunmetal
    cap and nozzle CO2 gas filled storage
    fixing basket with screw etc with ISI mark
    strictly to IS 2171 with latest amendments
    and also approved by tarrif advising
    committee etc. complete.
                                              12

 96 Providing 12 mm. Thick P. O. P.
    finish in single coat to concrete or brick
    surfaces in all positions including scaffolding
     etc. complete.
    Entrance Foyer ceiling                 1 1        5.77   5.77
    wall                                   1 2        5.77   3.65
                                           1 2        5.77   3.65
    Addition for jams and soffit           1 2        0.25   2.40
                                           1 1        0.25   2.00
                                   Total
    Deductions
                                      D1 1 2          2.00   2.40
                       Total deduction
                   Total after deduction
 97 Providing and fixing Cast Iron manhole
    cover of size 0.90 metre x 0.45 metre
    including frame etc. complete.
    For R. W. H. Tank                      1 5




                                                                          Mts-GF-Page 77
Mts-GF-Page 78
Mts-GF-Page 79
Mts-GF-Page 80
Mts-GF-Page 81
Mts-GF-Page 82
Mts-GF-Page 83
Mts-GF-Page 84
Mts-GF-Page 85
Mts-GF-Page 86
77




     Mts-GF-Page 87
Mts-GF-Page 88
Mts-GF-Page 89
Mts-GF-Page 90
Mts-GF-Page 91
Mts-GF-Page 92
Mts-GF-Page 93
Mts-GF-Page 94
Mts-GF-Page 95
Mts-GF-Page 96
Mts-GF-Page 97
Mts-GF-Page 98
Mts-GF-Page 99
Mts-GF-Page 100
Mts-GF-Page 101
Mts-GF-Page 102
Mts-GF-Page 103
Mts-GF-Page 104
Mts-GF-Page 105
Mts-GF-Page 106
Mts-GF-Page 107
Mts-GF-Page 108
Mts-GF-Page 109
Mts-GF-Page 110
Mts-GF-Page 111
Mts-GF-Page 112
Mts-GF-Page 113
Mts-GF-Page 114
Mts-GF-Page 115
Mts-GF-Page 116
Mts-GF-Page 117
Mts-GF-Page 118
Mts-GF-Page 119
Mts-GF-Page 120
Mts-GF-Page 121
Mts-GF-Page 122
Mts-GF-Page 123
Mts-GF-Page 124
Mts-GF-Page 125
Mts-GF-Page 126
Mts-GF-Page 127
Mts-GF-Page 128
Mts-GF-Page 129
Mts-GF-Page 130
Mts-GF-Page 131
Mts-GF-Page 132
Mts-GF-Page 133
Mts-GF-Page 134
Mts-GF-Page 135
Mts-GF-Page 136
Mts-GF-Page 137
Mts-GF-Page 138
Mts-GF-Page 139
Mts-GF-Page 140
Mts-GF-Page 141
Mts-GF-Page 142
Mts-GF-Page 143
Mts-GF-Page 144
Mts-GF-Page 145
Mts-GF-Page 146
Mts-GF-Page 147
Mts-GF-Page 148
Mts-GF-Page 149
Mts-GF-Page 150
Mts-GF-Page 151
Mts-GF-Page 152
Mts-GF-Page 153
Mts-GF-Page 154
                                      R.A.-99

ITEM-99 Providing structural steel work in trusses, other similar trusses purlins and member with all bracing, gusset
plates etc.as per detailed design and drawing including fixing in position without connecting plates, braces etc. and one coat
of anticorrosive paint and over it 2 coats of oil painting complete.

1) Rate as per DSR P-19/I-4                                                        Rs.   68500.00

2) Deduct diff. Steel Rate
                       50000.00   -   33500.00 =         16500.00    1.05     (-) Rs.    17325.00

3)Add extra lead for steel                                                         Rs.     169.09
                                                                                         51344.09
4) Add VAT+ Tribal 10.75%                                           10.75%                5519.48
                                                                                         56835.57
                                                                             Say         56835.55
member with all bracing, gusset
g plates, braces etc. and one coat
      NAME OF WORK:- CONSTRUCTION OF ASHRAMSHALA CAMPUS
               AT -GOHE TALUKA -AMBEGAON, DISTRICT -PUNE

                            RATE ANALYSIS
R.A.
                         Item of work                         Unit    Rate
No.
 1 Excavation for foundation in earth, soil of all types sand, gravel and soft
     murum, ..... strutting etc. complete.( lift upto 1.5 m.)


     DSR2008/09 Sr.No.1 BDA1 , P-/ I-     7./1            cum        75.00
     Add 10 % Tribal area                                             7.50
                                                    Total =          82.50
                                                    Say Rs.          82.50
 2   Excavation for foundation in hard murum ……..etc. complete. ( Lift upto 1.5
     M.)

     DSR Sr.No3 BDA 2, P-7 / I-3                          cum        85.00
     Add 10 % Tribal area                                            8.50
                                                       Total =       93.50
                                                       Say Rs.       93.50


 3   Excavation for foundation in hard murum and boulders ……... etc. comple.(
     lift upto 1.5 m.)


     DSR Sr.No. BDA 3, P-8 / I-5                          cum        95.00
     Add 10 % Tribal area                                             9.50
                                                       Total =       104.50
                                                       Say Rs.       104.50


 4   Excavation for foundation in soft and old cement and lime masonry ……..
     including dewatering, preparing the bed for the found. (lift up to 105 m)


     DSR Sr.No. BDA 4,P-8/ I-7                            cum        210.00
     Add 10 % Tribal area                                            21.00
                                                       Total =       231.00
                                                       Say Rs.       231.00


 5   Excavation for foundation in hard rock by controlled blasting ……. ramming
     completed. ( Lift upto 1.5 M.)


     DSR Sr.No. BDA 5 B1,P-9 / I-10 A                     cum        415.00
     Add 10 % Tribal area                                            41.50
     Add 0.75 % for VAT.                                              3.11
                                                       Total =       459.61
                                                       Say Rs.       459.60


                                                                              R.A.-Page 157
6   Providing and laying in situ cement concrete 1:4:8 of trap / granite / qquartzite
    / gness metal for foundation and bedding including bailing out water,
    formwork, compacting and curing complete.              [Spec.No Bd.E.1 Page
    No.287]

    DSR Sr.No.1 BDE1, P-13/ I-1                                cum       1700.00
    Add for Lead charges
    Metal                                     0.9       x     270.26   243.23
    Sand                                      0.45      x     399.07   179.58
    Cement                                    0.16      x     169.09   27.05
                                                            Total =   2149.87
    Add 10%Tribal area                                                 214.99
    Add @0.75%VAT                                                      19.00
                                                        Total =       2383.86
                                                        Say Rs.       2383.85
7   Providing and casting in situ c. c. M-20 of trap metal for R.C.C. work in
    foundations like raft, strips, foundations and footing of R.C.C. column and
    steel stanchions etc. …. complete.


    DSR Sr.No3.P 15 / I-3b                                     cum       3055.00
    Add for Lead charges
    Metal                                    0.850      x     270.26     229.72
    Sand                                     0.425      x     399.07     169.60
    Cement                                   0.345      x     169.09      58.34
                                                            Total =      3512.66
    Add 10%Tribal area                                                   351.27
    Add @0.75%VAT                                                         29.45
                                                            Total =      3893.38
                                                            Say Rs.      3893.40

8

    Providing and fixing Plastic Cover Blocks of required size at 27 Nos. in per 10
    sq.m. to reinforcement to give a clear cover of 15 mm in RCC Slab complete.
    Spec. No. As directed by Engineer in charge     Sq.M of concrete quantity


    DSR Sr.No.32 P-24 / I-32                                Cum of
                                                            concrete       3.70
                                                            quantity
    Add 10%Tribal area                                                     0.37
                                                         Total =           4.07
                                                         Say Rs.           4.05
9   Providing and casting in situ cement concrete M-20 of trap             metal for
    R.C.C. columns .. curing complete. ( Excluding reinforcement )

    DSR Sr.No.5 BDF5a / P16 / I-5b                          cum          4050.00
    Add for Lead charges                     0.850      x 270.26         229.72
    Metal                                    0.425      x 399.07         169.60
    Sand                                     0.345      x 169.09          58.34
    Cement                                               Total =         4507.66

                                                                                   R.A.-Page 158
                                                                     450.77
     Add 10%Tribal area                                               29.45
     Add @0.75%VAT                                       Total =     4987.88
                                                         Say Rs.     4987.90
10
     Providing and casting in situ cement concrete M-20 of trap metal for
     R.C.C. beams and lintels .. curing complete. ( Excluding reinforcement )

     DSR Sr.No.8 P 17 I-8b                                 cum       4095.00
     Add for Lead charges
     Metal                                 0.890     x     270.26  240.53
     Sand                                  0.445     x     399.07  177.59
     Cement                                0.345     x     169.09    58.34
                                                         Total =   4571.45
                                                                   457.15
   Add 10%Tribal area                                                37.51
   Add @0.75%VAT                                    Total =        5066.11
                                                    Say Rs.        5066.10
11 Providing second class Burnt masonry with conventional / LS. Type bricks in
   cement mortar 1:6 in foundation and plinth …….watering, complete.



     DSR Sr.No.1BDG1 / P-25/ I-1                           cum       2100.00
     Add for Lead charges
     Sand                                  0.232     x 399.07         92.58
     Cement                                0.072     x 169.09         12.17
     Bricks                                 473      x 256.63/10      121.39
                                                          00

                                                         Total =     2326.14
     Add 10%Tribal area                                              232.61
     Add @0.75%VAT                                                    17.45
                                                         Total =     2576.21
                                                         Say Rs.     2576.20


12 Filling in plinth and floors with approved excavated materials in 15cm to
   20cm layers including watering and compacting complete.          [Spec.No
   Bd.A.10 Page No.262] P-10/ I-13
   DSR Sr.No.13 BDA,10                                  cum         32.00
   Add 10%Tribal area                                               3.20
                                                     Total =        35.20
                                                     Say Rs.        35.20

13 Filling in plinth and floors with contractor's soil, sand or murum in 15cm to
   20cm layers including watering and compacting complete.
     DSR Sr.No. BDA,11 P 10 / I-14                         cum        185.00
     Add 10%Tribal area                                               18.50
     Add @0.75%VAT                                                     1.39
                                                         Total =      204.89
                                                         Say Rs.      204.90


                                                                               R.A.-Page 159
14 Providing dry / trap / quartzite / gness rubble stone soiling in 15cm to
   20cm layers including watering and compacting complete.
    DSR Sr.No BDA 12/ P-10/I-15                                cum        300.00
    Add for Lead charges
    Rubble                                    1.16      x     317.96      368.83
                                                            Total =       668.83
    Add 10%Tribal area                                                    66.88
    Add @0.75%VAT                                                          5.02
                                                            Total =       740.73
                                                            Say Rs.       740.75

15 Providing preconctructional antitermite treatment by treating the top surface
   of plinth …….. covering 10 years guarantee

    DSR Sr.No BDW, P-137/ I-63                                Sqm.         35.70
    Add 10%Tribal area                                                     3.57
    Add @0.75%VAT                                                          0.27
                                                            Total =        39.54
                                                            Say Rs.        39.55


16 Providing preconctructional antitermite treatment as per I.S. 6313 ( Part - II) by
   treating the external face of building by punching holes ……...10 year
   guarantee.



    DSR Sr.No.BDW, P-137 / I-64                               Sqm.  67.20
    Add 10%Tribal area                                              6.72
    Add @0.75%VAT                                                   0.50
                                                       Total =      74.42
                                                       Say Rs.      74.40
17 Providing and placing in position plastic Cover Blocks …….. in RCC Beams
   complete


    DSR Sr.No/ P-24/ I-33                                   Cum of
                                                            concrete       16.00
                                                            quantity
    Add 10%Tribal area                                                 1.60
    Add @0.75%VAT                                                      0.12
                                                        Total =       17.72
                                                        Say Rs.       17.70
18 Providing and fixing in position TMT FE-415 bar reinforcement of various
   diameters for
   RCCpilecapsfooting,foundation,slabs,beams,coloumns,canopies,staircas
   e,. as required completed.(TMT FE-415)


    DSR Sr.No.BDF 17 / P-21/I-20A                              MT        42251.00
    Add for Lead charges
    Steel                                                                 169.09
                                                            Total =      42420.09

                                                                                   R.A.-Page 160
    Add 10%Tribal area                                          =        4242.01
    Add @0.75%VAT                                               =         318.15
                                                            Total =      46980.25
                                                            Say Rs.      46980.25

19 Providing second class Burnt Brick masonry with conventional / IS. Type
   bricks in cement mortar 1:6 in superstructure …., complete.    [Spec.No
   Bd.G 5. Page No.315]


    DSR Sr.No BDG5 /.P-25 / I-4                               cum        2180.00
    Add for Lead charges
    Sand                                      0.232     x 399.07          92.58
    Cement                                    0.072     x 169.09          12.17
                                                        x 256.63/10       121.39
    Bricks                                     473
                                                              00
                                                          Total =        2406.14
    Add 10%Tribal area                                                   240.61
    Add @0.75%VAT                                                         18.05
                                                            Total =      2664.81
                                                            Say Rs.      2664.80

20 Providing second class Burnt Brick masonry with conventional / I.S. type bricks
   in cement mortar 1:4 half brick ……... complete.


    DSR Sr.No.BDG 7/ P-25 /I-5                                Sqm         335.00
    Add for Lead charges
    Sand                                      0.02      x 399.07           7.98
    Cement                                    0.011     x 169.09           1.86
                                                        x 256.63/10        13.34
    Bricks                                     52
                                                              00
                                                          Total =         358.19
    Add 10%Tribal area                                                    35.82
    Add @0.75%VAT                                                          2.69
                                                            Total =       396.69
                                                            Say Rs.       396.70

21 Providing and casting in situ cement concrete M-20 of trap / granite / quartzite /
   gness metal for R.C.C. chajja …..

    DSR Sr.No.BDF 9c/ P -18 / I-13                          Cum          4605.00
    Add for Lead charges
    Metal                                     0.85      x     270.26     229.72
    Sand                                      0.425     x     399.07     169.60
    Cement                                    0.345     x     169.09      58.34
                                                            Total =      5062.66
    Add 10%Tribal area                                                   506.27
    Add @0.75%VAT                                                         37.97
                                                            Total =      5606.90
                                                            Say Rs.      5606.90


                                                                                   R.A.-Page 161
22 Providing and casting in situ cement concrete M-20 of trap / granite /
   quartzite / gness metal for R.C.C. pardi 75 mm thick, …..& curing complete. (
   Excluding reinforcement )


     DSR Sr.No.BDF 11 c/ P-19 / I-15                        Cum          4835.00
     Add for Lead charges
     Metal                                   0.85       x     270.26     229.72
     Sand                                    0.425      x     399.07     169.60
     Cement                                  0.345      x     169.09      58.34
                                                            Total =      5292.66
     Add 10%Tribal area                                                  529.27
     Add @0.75%VAT                                                        39.69
                                                            Total =      5861.62
                                                            Say Rs.      5861.60

23
     Providing and fixing Plastic Cover Blocks of required size at 27 Nos. in per 10
     sq.m. to reinforcement to give a clear cover of 15 mm in RCC Slab complete.
     Spec. No. As directed by Engineer in charge                  Sq. M. of concrete
     quantity

                                                            Cum of
     DSR Sr.No./P-24 /I-32                                  concrete      3.70
                                                            quantity

     Add 10%Tribal area                                                   0.37
     Add @0.75%VAT                                                        0.03
                                                            Total =       4.10
                                                            Say Rs.       4.10

24 Providing and casting in situ cement concrete M-20 of trap metal for
   R.C.C. slabs and landings canopy waist slab …. and curing complete. (
   Excluding reinforcement )


     DSR Sr.No.BDF 8c/ P-18 / I-11                            Cum        4505.00
     Add for Lead charges
     Metal                                   0.85       x     270.26     229.72
     Sand                                    0.425      x     399.07     169.60
     Cement                                  0.345      x     169.09      58.34
                                                            Total =      4962.66
     Add 10%Tribal area                                                  496.27
     Add @0.75%VAT                                                        37.22
                                                            Total =      5496.15
                                                            Say Rs.      5496.15

25 Providing and casting in situ cement concrete M-20 of trap metal for steps
   …. & curing complete. (Excluding reinforcement)


     DSR Sr.No.BDE 2Aa / P-13/ 3b                             Cum        3450.00

                                                                                   R.A.-Page 162
     Add for Lead charges
     Metal                                0.85      x     270.26   229.72
     Sand                                 0.425     x     399.07   169.60
     Cement                               0.345     x     169.09    58.34
                                                        Total =    3907.66
     Add 10%Tribal area                                            390.77
     Add @0.75%VAT                                                  29.31
                                                        Total =    4327.74
                                                        Say Rs.    4327.75
26
     Providing and fixing Fan hook box of 2 mm thik MS sheet rectangular size
     180× 100 mm ….painting to exposed surface


     DSR Sr.No./ P-24 /I-35                                No.      160.00
     Add 10%Tribal area                                             16.00
                                                        Total =     176.00
                                                        Say Rs.
                                                                    176.00

27 Providing and fixing chicken mesh jali (24 gauge) ... etc. complete.
   Spec. As directed by Engineer in charge.


     DSR Sr.No BDL /. P-40 /I-25                          Sqm.      31.50

     Add 10%Tribal area                                           3.15
     Add @0.75%VAT                                                0.24
                                                   Total =       34.89
                                                   Say Rs.       34.90
28 Providing internal cement plaster 12 mm thick.. cement mortar 1:5 with
   neeru finishing.. and curing complete.   [Spec.No Bd.L.2 Page No.368]



     DSR Sr.No BDL 2/P--37 /I-3                           Sqm.      62.00
     Add for neeru finishing
     DSR Sr.No.BLD 10/ P-38 /I-14                         Sqm.      15.00
     Add for Lead charges
     Sand                                 0.015     x     399.07    5.99
     Cement                               0.004     x     169.09    0.68
                                                        Total =     83.66
     Add 10%Tribal area                                             8.37
     Add @0.75%VAT                                                  0.63
                                                        Total =     92.66
                                                        Say Rs.     92.65

29 Providing internal cement plaster 20 mm thick in tow coat in Cm 1:5 ….. and
   curing complete.                     [Spec.No Bd.L 4.Page No.368]


     DSR Sr.No.BDL4/ P-37 /I-7                            Sqm.      98.00
     Add for neeru finishing

                                                                             R.A.-Page 163
    DSR Sr.No14./P-38                                          Sqm.         15.00
    Add for Lead charges
    Sand                                      0.025      x     399.07       9.98
    Cement                                    0.007      x     169.09       1.10
                                                             Total =       124.08
    Add 10%Tribal area                                                     12.41
    Add @0.75%VAT                                                           0.93
                                                             Total =       137.41
                                                             Say Rs.       137.40

30 Providing sand faced plaster externally in cement mortar.. of 15 mm thick in
   C.M. 1:4 ... scaffolding etc. complete.                     Spec. No. Bd.L.7
   Page No. 369
    DSR Sr.No BDL 7/ P-38 / I-11                               Sqm.        190.00
    Add for Lead charges
    Sand                                      0.0310     x 399.07        12.37
    Cement                                    0.0110     x 169.09         1.86
                                                         x Total =       204.23
   Add 10%Tribal area                                                    20.42
   Add @0.75%VAT                                                          1.53
                                                          Total =        226.19
                                                          Say Rs.        226.20
31 Providing & fixing on walls / ceiling / floors, 15mm dia heavy grade (type)...oil
   paintings complete.                          Spec. No. Bd. V. 5 Page No. 551




    DSR Sr.No BDV5/.P-106 / I-11                                Rmt      145.00
    Add 10%Tribal area                                                   14.50
    Add @0.75%VAT                                                         1.09
                                                          Total =        160.59
                                                          Say Rs.        160.60
32 Providing & fixing on walls / ceiling / floors, 20mm dia heavy grade (type).. oil
   paintings complete.                          Spec. No. Bd. V. 5 Page No. 551



    DSR Sr.No BDV 5a./P-106 /I-12                               Rmt       160.00
    Add 10%Tribal area                                                    16.00
    Add @0.75%VAT                                                          1.20
                                                           Total =        177.20
                                                           Say Rs.        177.20
33 Providing & fixing on walls / ceiling / floors, 25mm dia heavy grade (type) ... oil
   paintings complete.                           Spec. No. Bd. V. 5 Page No. 551

    DSR Sr.No BDV 5b./P-109 / I-21                              Rmt     215
    Add 10%Tribal area                                                  21.50
    Add @0.75%VAT                                                       1.61
                                                             Total =    238.11
                                                             Say Rs.    238.10


                                                                                    R.A.-Page 164
34 Providing & fixing on walls / ceiling / floors, 32mm dia heavy grade (type) having
   embossed as ISI Mark galvanised iron pipes weight of 3.89kg/metre..oil
   paintings complete.                             Spec. No. Bd. V. 5 Page No. 551

    DSR Sr.No.BDV 5c/ P-109 / i-22                             Rmt       265.00
    Add 10%Tribal area                                                    26.50
    Add @0.75%VAT                                                         1.99
                                                          Total =        293.49
                                                          Say Rs.        293.50
35 Providing and fixing on walls / ceilling / floors, 15 mm dia heavy grade ( type)
   having embossed as ISI Mark galvanised iron pipes weight of 1.25 kg/metre.. oil
   painting complete.                              Spec. No. Bd.V5 P. No. 551


    DSR Sr.No BDV 5a. 1/. P -106 / I-13                        Rmt          115.00
    Add 10%Tribal area                                                      11.50
    Add @0.75%VAT                                                            0.86
                                                                            127.36
                                                            Total =         127.35
                                                            Say Rs.
36 Providing and fixing on walls / ceilling / floors, 20 mm dia heavy grade ( type)
   having embossed as ISI Mark galvanised iron pipes weight of 1.62 kg/metre ..f
   oil painting complete.                              Spec. No. Bd.V5 P. No. 551

    DSR Sr.No. BDV 5AA / P-107 / I-14                          Rmt   150.00
    Add 10%Tribal area                                                15.00
    Add @0.75%VAT                                                     1.13
                                                       Total =       166.13
                                                       Say Rs.       166.15
37 Providing andlaying in trenches 25 mm dia. medium grade grade ( type) having
   embossed as ISI Mark galvanised iron pipes weight of 2.49 kg/metre .. oil
   painting complete.              Spec. No. Bd.V5 P. No. 551


    DSR Sr.No .BDV 5 AB/ P-107 /I-15                           Rmt          190.00
    Add 10%Tribal area                                                      19.00
    Add @0.75%VAT                                                            1.43
                                                            Total =         210.43
                                                            Say Rs.         210.45

38 Providing and fixing on walls / ceilling / floors, 32 mm dia heavy grade ( type)
   having embossed as ISI Mark galvanised iron pipes weight of 3.20
   kg/metre……….. complete.          [Spec. No. Bd.V 5. P. No. 551]


    DSR Sr.No BDV 5 AC/.P-107 /I-16                            Rmt          215.00
    Add 10%Tribal area                                                      21.50
    Add @0.75%VAT                                                            1.61
                                                            Total =         238.11
                                                            Say Rs.         238.10



                                                                                      R.A.-Page 165
 39 Providing , laying & fixing P.V.C. soil vent/stabiliser/waste pipe pipe of 75 mm
    dia with fitting such as bends, tees,single junctions ,slotted vent , clamp, etc.
    complete.
    DSR Sr.No./ P-127 /I-124 A                                     Rmt        260.00
    Add 10%Tribal area                                                         26.00
    Add @0.75%VAT                                                               1.95
                                                               Total =        287.95
                                                               Say Rs.        287.95
39A Providing , laying & fixing P.V.C. soil vent/stabiliser/waste pipe pipe of 100 mm
    dia with fitting such as bends, tees,single junctions ,slotted vent , clamp, etc.
    complete.
    DSR Sr.No. /P-127 /I-124B                                      Rmt        390.00
    Add 10%Tribal area                                                         39.00
    Add @0.75%VAT                                                               2.93
                                                               Total =        431.93
                                                               Say Rs.        431.95
 40 Providing & laying polished kotah stone flooring 25 to 30mm thick & of required
    width wide in plain /diamond pattern on a bed of 1:6 cm including cement float,
    filling joints with neat cement slurry, curing, polishing & cleaning complete.

     DSR Sr.No BDM 3B/.P-42 /I-6                              Sqm.        525.00
     Add for Lead charges
     Sand                                    0.0220     x     399.07    8.78
     Cement                                  0.0065     x     169.09    1.10
                                                            Total =   534.88
   Add 10%Tribal area                                                  53.49
   Add @0.75%VAT                                                        4.01
                                                        Total =       592.38
                                                        Say Rs.       592.40
41 Providing and laying polished machine cut Kotah Stone slabs 20 mm to 25 mm
   thick for treads and risers of steps and staircases .. and cleaning complete.
   Spec. No. : Bd. M. 22 Page No. 390

     DSR Sr.No BDM 22B/.P-46 /I-27                            Sqm.        575.00
     Add for Lead charges
     Sand                                    0.0200     x     399.07    7.98
     Cement                                  0.0065     x     169.09    1.10
                                                            Total =   584.08
   Add 10%Tribal area                                                  58.41
   Add @0.75%VAT                                                        4.38
                                                        Total =       646.87
                                                        Say Rs.       646.85
42 Providing Machine polishing to kotah stone including cleaning, washing, Mirror
   polishing etc. complete. For Flooring.

     DSR Sr.No.BDM /P-51/ I-54                                Sqm.        240.00
     Add 10%Tribal area                                                   24.00
     Add @0.75%VAT                                                         1.80
                                                            Total =       265.80
                                                            Say Rs.       265.80


                                                                                   R.A.-Page 166
42 A Providing Machine polishing to kotah stone including cleaning, washing, Mirror
     polishing etc. complete. For Skirting.

     DSR Sr.No.BDM /P-51 /I-54B                                 Rmt          22.00
     Add 10%Tribal area                                                      2.20
     Add @0.75%VAT                                                           0.17
                                                              Total =        24.37
                                                              Say Rs.        24.35
 43 Providing sill of polished kotah stone 25mm to 30mm thick on a bed of 1:4 c.m.
    including cement float, filling joints with slurry, curring polishing and cleaning
    complete.                          [Spec.No Bd.M.29 Page No.391]

     DSR Sr.No. BDM 29B/ P-47 /I-32                            Sqm.        540.00
     Add for Lead charges
     Sand                                     0.0200     x     399.07        7.98
     Cement                                   0.0065     x     169.09        1.10
                                                             Total =        549.08
    Add 10%Tribal area                                                       54.91
    Add @0.75%VAT                                                            4.12
                                                            Total =         608.11
                                                            Say Rs.         608.10
 44 Providing & laying polished Kotah Stone for striking & dado 12mm thick in
    required width in plain / diamond pattern on a bed of 1:4cement mortar including
    cement float, filling joints with neat cement slurry, curing, polishing & cleaning
    complete.                          [Spec.No Bd.M.5 Page No.381]

     DSR Sr.No.BDM 5/ P-42 /I-9                                Sqm.        540.00
     Add for Lead charges
     Sand                                     0.0200     x     399.07       7.98
     Cement                                   0.0090     x     169.09       1.52
                                                             Total =       549.50
    Add 10%Tribal area                                                     54.95
    Add @0.75%VAT                                                           4.12
                                                            Total =        608.57
                                                            Say Rs.        608.55
 45 Providing & fixing ceramic tiles ( laser cut) of approved quality 30cm X 30cm X
    8mm for flooring in required position laid on a bed of 1:4cement mortar including
    cement float, filling joint with white colour cement slurry cleaning curing
    complete.                   [Spec.No Bd.M.12 Page No.385]

     DSR Sr.No.BDM / P-50 /I-51                                Sqm.        678.00
     Add for Lead charges
     Sand                                     0.0170     x     399.07       6.78
     Cement                                   0.0110     x     169.09       1.86
                                                             Total =       686.64
     Add 10%Tribal area                                                    68.66
     Add @0.75%VAT                                                          5.15
                                                             Total =       760.46
                                                             Say Rs.       760.45



                                                                                    R.A.-Page 167
46 Providing & fixing ceramic tiles of approved quality 20cm X 20cm X 8mm for
   flooring in required position laid on a bed of 1:4cement mortar including cement
   float, filling joint with white colour cement slurry cleaning curing complete.
   [Spec.No Bd.M.1 2 Page No.385]

    DSR Sr.No.BDM 44A/ P-49 /I-46                            Sqm.       675.00
    Add for Lead charges
    Sand                                    0.0170     x     399.07      6.78
    Cement                                  0.0110     x     169.09      1.86
                                                           Total =      683.64
    Add 10%Tribal area                                                  68.36
    Add @0.75%VAT                                                        5.13
                                                           Total =      757.14
                                                           Say Rs.      757.15

47 Providing & laying ceramic tiles(laser cut)of approved quality 395mm
   ×395mmm×7mm for dado & skirting ..curing complete.    [Spec.No Bd.M.13
   Page No.386]

    DSR Sr.No. BDM45 /P-50 /I-47                             Sqm.       721.00
    Add for Lead charges
    Sand                                    0.0120     x     399.07   4.79
    Cement                                  0.0110     x     169.09   1.86
                                                           Total =   727.65
   Add 10%Tribal area                                                72.76
   Add @0.75%VAT                                                      5.46
                                                        Total =      805.87
                                                        Say Rs.      805.85
48 Proving and laying ceramic tiles of approved quality 20cm × 20cm× 5mm for
   dado & skirting ...curing complete. [Spec.No Bd.M.13 Page No.386]


    DSR Sr.No.BDM 45A/ P-50 / I-48                           Sqm.       741.00
    Add for Lead charges
    Sand                                    0.0120     x     399.07      4.79
    Cement                                  0.0110     x     169.09      1.86
                                                           Total =      747.65
   Add 10%Tribal area                                                   74.76
   Add @0.75%VAT                                                         5.61
                                                         Total =        828.02
                                                         Say Rs.        828.00
49 Providing and fixing frame with/ventilatorof size as specified with country cut
   teak wood for doors and windows including chamfering,rounding,rebating,hold
   fast size including chamfering rounding, rebating, hold fast of size 300 mm x
   40 mm x 5 mm with oil painting, complete.


    DSR Sr.No.BDT / P.75 / I-1                               Cum       55000.00
    Add 10%Tribal area                                                 5500.00
    Add @0.75%VAT                                                       412.50
                                                           Total =     60912.50
                                                           Say Rs.     60912.50

                                                                                 R.A.-Page 168
50 Providing and fixing the country cut teak wood double or single leaf second
   class fully pannelled doors 35mm thick shutter and 25 mm thick pannels .. wood
   work with oil painting 3 coats.                      [Spec.No Bd.-T-7&8 Page
   No.481-482]
   DSR Sr.No.BDT 11/ P-78 / I-28                           Sqm.       2470.00
   Add 10%Tribal area                                                 247.00
   Add @0.75%VAT                                                       18.53
                                                         Total =      2735.53
                                                         Say Rs.      2735.55

51 Providing & fixing single leaf paneled door without fanlight & shutter 35mm thick
   as per drawing consisting of C.C.T.W. top rail size 100× 35mm & ...f oil painting
   etc. complete.

     DSR Sr.No.BDT 11D / P-79 /I-31                           Sqm.       1765.00
     Add 10%Tribal area                                                  176.50
     Add @0.75%VAT                                                        13.24
                                                            Total =      1954.74
                                                            Say Rs.      1954.75

52 Providing & fixing double leaf paneled door without fanlight & shutter 35mm
   thick as per drawing consisting of C.C.T.W. top rail size 100× 35mm & ...etc.
   complete.
     DSR Sr.No.BDT 11C/ P-78 / I-30                           Sqm.       2045.00
     Add 10%Tribal area                                                  204.50
     Add @0.75%VAT                                                        15.34
                                                            Total =      2264.84
                                                            Say Rs.      2264.85

53 Providing and fixing machine cut mirror polished green coloured marble slab of
   required size and about 2o mm thick of apporoved quality for boxing of windows
   ,door frames of toilets on cement mortor 1:4 including neat cement float, filling
   joints ,roundig and moulding the edges ,curing miror polishing rubbing cleaning
   etc.complete.
     Mumbai DSR Sr.No.36/ P-48 /I-36                          Sqm.       1091.00
     Add for Lead charges
     Sand                                   0.0200      x     399.07      7.98
     Cement                                 0.0065      x     169.09      1.10
                                                            Total =      1100.08
     Add 10%Tribal area                                                  110.01
     Add @0.75%VAT                                                        8.25
                                                            Total =      1218.34
                                                            Say Rs.      1218.35

54
     Providing and fixing PVC door shutter comprising of anodised alluminium
     frame work made out of alluminium „C‟ of 23.6 mm x 20mm x 1.8 mm thickness
     ...etc. complete.              Spec. : As directed by Engineer-in-charge.

     DSR Sr.No BDT47 /. P-89 / I-74                           Sqm.       1735.00
     Add 10%Tribal area                                                  173.50

                                                                                   R.A.-Page 169
    Add @0.75%VAT                                                      13.01
                                                        Total =       1921.51
                                                        Say Rs.       1921.50

55 Providing and fixing in positionanodised ( as per I.S. 1868/1982) alluminium
   sliding window of two tracks with rectangular pipe 63 38.×10× 1.22 mmat weight
   0.650 kg/Rmt .. without powder coating)

    DSR Sr.No BDT 46/.P-88 / I-73 IV                       Sqm.       2300.00
    Add 10%Tribal area                                                230.00
    Add @0.75%VAT                                                      17.25
                                                        Total =       2547.25
                                                        Say Rs.       2547.25

56 Providing and fixing in position alluminium partly openable and partly fixed
   window of any size ...With powder coating

    DSR Sr.No.BDT / P-93 / I-86B                           Sqm.       2310.00
    Add 10%Tribal area                                                231.00
    Add @0.75%VAT                                                      17.33
                                                        Total =       2558.33
                                                        Say Rs.       2558.35

57 Providing and fixing in position after hoisting, precast 1:2 cement mortar
   reinforcement Jali 50 mm thick of approved design cement mortar 1:3 and
   curing complete ( including 6 mm diameter mild steel bar reinforcement). Spec.
   No. : Bd. F. 19 Page No. 307
   DSR Sr.No.BDF19/ P-21 / I-21                           Sqm.        405.00
   Add 10%Tribal area                                                  40.50
   Add @0.75%VAT                                                       3.04
                                                        Total =       448.54
                                                        Say Rs.       448.55
58 Providing and fixing polycarbonated sheet roofing                          1964.00
59 Providing and fixing decorative roofing tiles                            557.45
60 Providing & laying water proof treatment on terrace slab with B.B.Coba in all
   position with an average thickness of 112mm consisting specialized materials
   as per the manufacture specification & covering 10 years guarantee on court
   fee stamp paper including all lead, lift, etc. complete

    DSR Sr.No. BDJ 7 / P-33 /I-5                           Sqm.        365.00
    Add for Lead charges
    Sand                                   0.0700     x 399.07         27.93
    Cement                                 0.1380     x 169.09         23.33
    Bricks                                 30.000     x 256.63/10      7.70
                                                            00
                                                        Total =        416.27
    Add 10%Tribal area                                                 41.63
    Add @0.75%VAT                                                       3.12
                                                        Total =        461.02
                                                        Say Rs.        461.00


                                                                                R.A.-Page 170
61    P/A two coats of water proof cement paints of approved manufacture & of
     approved colour to the plasteres surface including scaffolding if necessary,
     cleaning & preparing the surface, watering for two days complete.
     [Spec.No Bd.O.8 Page No.406]

     DSR Sr.No BDO 8/.P-58 / I-12                           Sqm.         26.25
     Add 10%Tribal area                                                  2.63
     Add @0.75%VAT                                                       0.20
                                                         Total =         29.07
                                                         Say Rs.         29.05

62 Providing and applying white-wash in two coats on old/new plastered or
   masonry surfaces and asbestos cement sheets including scaffolding and
   preparing the surface by brushing & brooming down complete.

     DSR Sr.No. BDP 1A/ P-61 / I-2                          Sqm.          3.70
     Add 10%Tribal area                                                   0.37
     Add @0.75%VAT                                                        0.03
                                                         Total =          4.10
                                                         Say Rs.          4.10



63 Providing and applying washable oil-bound distemper of approved colour and
   shade to old & new surfaces in one coat including scaffolding, preparing the
   surfaces ( excluding the primer coat.) complete.

     DSR Sr.No.BDP 5A/ P-62 / I--10                         Sqm.         21.00
     DSR Sr.No.16/ P-59 priming coat                                     10.60
     Add 10%Tribal area                                                  2.10
     Add @0.75%VAT                                                       0.16
                                                         Total =         34.99
                                                         Say Rs.         35.00



64
     Providing and fixing colour glazed earthenware Wash Hand Basin of 55 cm. x
     40      cm.       size      ..     outside     face   of     the      wall.
     Spec. No. : Bd. V. 30 Page No. 565

     DSR Sr.No.BDV 30A/ P-118 / I-77                         No         1810.00
     Add 10%Tribal area                                                 181.00
     Add @0.75%VAT                                                       13.58
                                                         Total =        2004.58
                                                         Say Rs.        2004.60

65
     Providing and fixing 1st class white glazed earthenware “Orissa Type” W.C. Pan
     580 mm dia including “P” or “S” trap ...etc.complete. Spec. : As directed by
     Engineer in charge.

     DSR Sr.No BDV 74 /. P-124 / I-116                       No         2450.00
     Add 10%Tribal area                                                 245.00

                                                                                  R.A.-Page 171
    Add @0.75%VAT                                                            18.38
                                                              Total =       2713.38
                                                              Say Rs.       2713.40

66 Providing and fixing European type white glazed earthenware couple closet
   symphonic trap with symphonic low level white glazed 10 liters cistern with black
   backlite seat and lid with chromium plated brass hinges including C.I. soil and
   vent pipe upto the outside face of the wall including 100 mm dia G.I. plug bend,
   inlet pipe, stop tap etc. all fittings, cuttings and making good walls and floor etc.
   complete.         Spec. : As directed by Engineer in charge.

    DSR Sr.No.BDV 75 / P-125 / I-117                             No          2450
    Add 10%Tribal area                                                      245.00
    Add @0.75%VAT                                                            18.38
                                                              Total =       2713.38
                                                              Say Rs.       2713.4

67 Providing & fixing White glazed earthenware lipped flat back / corner type Urinal
   with cast iron flushing cistern of 5liters capacity ….e outside face of the wall.
   [Spec.No Bd.V.26 Page No.564]

    DSR Sr.No.BDV 26/P -117 / I-70                               No         1605.00
    Add 10%Tribal area                                                      160.50
    Add @0.75%VAT                                                            12.04
                                                              Total =       1777.54
                                                              Say Rs.       1777.55

68 Providing 25 to 30 mm thick partition of polished Black kadappa stone slabs
   ...cement mortar 1:3 curing and cleaning complete.                 [Spec.No
   Bd.M 35.Page No.393]

    DSR Sr.No BDM 35B /.P-49 / I-42                             Sqm.         445.00
    Add for Lead charges
    Sand                                       0.0375     x     399.07       14.97
    Cement                                     0.0125     x     169.09        2.11
                                                              Total =        462.08
    Add 10%Tribal area                                                       46.21
    Add @0.75%VAT                                                             3.47
                                                              Total =        511.75
                                                              Say Rs.        511.75

69 Providing & fixing 15mm dia screw down bib / stop taps of brass including
   necessary           socket         union          nut          complete.
   [Spec.No Bd.V8. Page No.554]

    DSR Sr.No.BDV 8/ P-113 / I-41                                No          130.00
    Add 10%Tribal area                                                       13.00
    Add @0.75%VAT                                                             0.98
                                                              Total =        143.98
                                                              Say Rs.        144.00



                                                                                      R.A.-Page 172
70 Providing & fixing 20mm dia screw down bib / stop taps of brass including
   necessary           socket         union          nut          complete.
   [Spec.No Bd.V8. Page No.554]

    DSR Sr.No.BDV 8A /P -113 / I-42                      No        165.00
    Add 10%Tribal area                                             16.50
    Add @0.75%VAT                                                   1.24
                                                     Total =       182.74
                                                     Say Rs.       182.75

71 Providing & fixing 25mm dia screw down bib / stop taps of brass including
   necessary           socket         union          nut          complete.
   [Spec.No Bd.V8. Page No.554]

    DSR Sr.No BDV 8B /.P-113 / I-43                      No        220.00
    Add 10%Tribal area                                             22.00
    Add @0.75%VAT                                                   1.65
                                                     Total =       243.65
                                                     Say Rs.       243.65

72 Providing & fixing screw down 20mm dia wheeled stop tap of brass including
   necessary          sockets      /       union        nut        complete.
   [Spec.No Bd.V 9. Page No.555]

    DSR Sr.No BDV 9A ./P-113 /I-45                       No        145.00
    Add 10%Tribal area                                             14.50
    Add @0.75%VAT                                                   1.09
                                                     Total =       160.59
                                                     Say Rs.       160.60

73 Providing & fixing screw down 25mm dia wheeled stop tap of brass including
   necessary          sockets      /      union        nut        complete..
   [Spec.No Bd.V 9. Page No.555]

    DSR Sr.No. BDV 9B / P -113 /I-46                     No        185.00
    Add 10%Tribal area                                             18.50
    Add @0.75%VAT                                                   1.39
                                                     Total =       204.89
                                                     Say Rs.       204.90

74 Providing & fixing screw down 32mm dia wheeled stop tap of brass including
   necessary          sockets      /       union        nut        complete.
   [Spec.No Bd.V 9. Page No.555]

    DSR Sr.No. BDV 9C / P-113 /I-47                      No        255.00
    Add 10%Tribal area                                             25.50
    Add @0.75%VAT                                                   1.91
                                                     Total =       282.41
                                                     Say Rs.       282.40



                                                                            R.A.-Page 173
75 Providing & fixing half turn 25 mm gun metal flushing cock including all
   accessories etc. complete                                  Spec.NO.:As
   directed by engineer-in-charge.
    DSR Sr.No. BDV 70 / P-124 / I-115                          No    305.00
    Add 10%Tribal area                                                30.50
    Add @0.75%VAT                                                      2.29
                                                      Total =        337.79
                                                      Say Rs.        337.80
76 Providing and fixing 10 cm C.I. Nahani Trap including C.I. grating bend and
   piece of C.I. pipe up to the out side face of the wall complete.
   Spec.No. Bd.V.32 Page No.567

    DSR Sr.No BDV 32A /. P -119 / I-85                         No       420.00
    Add 10%Tribal area                                                   42.00
    Add @0.75%VAT                                                         3.15
                                                       Total =          465.15
                                                       Say Rs.          465.15
77 Providing & fixing 15cm × 10cm salt glazed stoneware gully trap in cement
   concrete 1:4:8 ...for the gully trap.                Spec.No. Bd.V.38 Page
   No.572
   DSR Sr.No. BDV 38 / P -120 / I-87                       No           555.00
   Add 10%Tribal area                                                    55.50
   Add @0.75%VAT                                                          4.16
                                                       Total =          614.66
                                                       Say Rs.          614.65
78 Providing & laying 100mm dia salt glazed stoneware pipe including fittings such
   as bends, tees, single junction, double junction laying, jointing (including
   excavation       &        refilling   the     trenches       )        complete.
   Spec.No. Bd.V.39 Page No.573

    DSR Sr.No. BDV 39 / P-120 /I-88                           Rmt         150.00
    Add 10%Tribal area                                                    15.00
    Add @0.75%VAT                                                          1.13
                                                           Total =        166.13
                                                           Say Rs.        166.15
79 Providing & laying concrete pipes of I.S. N.P. class of 150mm dia in proper line,
   level & slope including necessary collars, excavation, laying, fixing with collars
   in    cement      mortar    1:1    &      refilling   the    trench    complete.
   Spec.No. Bd.V.41 Page No.573

    DSR Sr.No. BDV 41A / P-120 /I-92                          Rmt         270.00
    Add 10%Tribal area                                                    27.00
    Add @0.75%VAT                                                          2.03
                                                           Total =        299.03
                                                           Say Rs.        299.05
80 Providing & laying concrete pipes of I.S. N.P. class of 225mm dia in proper line,
   level & slope including necessary collars, excavation, laying, fixing with collars
   in    cement      mortar    1:1    &      refilling   the    trench    complete.
   Spec.No. Bd.V.41 Page No.573

    DSR Sr.No BDV 41B /.P-121 /I-93                           Rmt         305.00

                                                                                   R.A.-Page 174
    Add 10%Tribal area                                              30.50
    Add @0.75%VAT                                                    2.29
                                                       Total =     337.79
                                                       Say Rs.     337.80
81 Providing & constructing Brick Masonry Inspection Chamber 60 mm x 45 mm x
   90 mm including 1:4:8 cement concrete foundation 1:2:4 cement concrete ..
   with                              R.C.C.                             cover.
   Spec.No. Bd.V.43 Page No.574

    DSR Sr.No. BDV 43 / P-121 / I-96                        No      2225.00
    Add 10%Tribal area                                              222.50
    Add @0.75%VAT                                                    16.69
                                                       Total =      2464.19
82 Providing & constructing Brick Masonry Inspection Chamber 90 mm x 45 mm x
   90 mm including 1:4:8 cement concrete foundation 1:2:4 cement concrete
   channels half round G.S.W. pipes, Brick masonry, plastering from inside and
   with frame fixed in cement concrete complete with R.C.C. cover.
   Spec.No. Bd.V.43 Page No.574

    DSR Sr.No. BDV 43A / P-122 / I-98                       No        2690.00
    Add 10%Tribal area                                                 269.00
    Add @0.75%VAT                                                       20.18
                                                         Total =      2979.18
                                                         Say Rs.      2979.20
83 Providing & constructing Brick Masonry Inspection Chamber 90 mm x 45 mm
   including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half
   round G.S.W. pipes, Brick masonry, plastering from inside and with frame fixed
   in      cement      concrete       complete        with     R.C.C.      cover.
   Spec.No. Bd.V.44 Page No.575

    DSR Sr.No. BDV 44 / P-122 / I-100                       No   3225.00
    Add 10%Tribal area                                           322.50
    Add @0.75%VAT                                                 24.19
                                                   Total =       3571.69
                                                   Say Rs.       3571.70
84 Providing and fixing 450mm × 550mm size superior type belgium mirror with
   16mm dia.nickel plated towel rod etc. complete                    Spec.:
   As directed by Engineer-in-charge.

    DSR Sr.No BDV 59 /.P-122 /I-103                         No  400.00
    Add 10%Tribal area                                          40.00
    Add @0.75%VAT                                                3.00
                                                   Total =      443.00
                                                   Say Rs.      443.00
85 Providing and fixing chromium plated towel rod etc. complete Spec.: As
   directed by Engineer-in-charge.

    DSR Sr.No. BDV 67 / P -124 / I-114                      No         82.00
    Add 10%Tribal area                                                 8.20
    Add @0.75%VAT                                                      0.62
                                                        Total =        90.82

                                                                               R.A.-Page 175
                                                        Say Rs.        90.80
86 Providing and fixing H.D.P. container ... Tanks Capisity above 200 to 1000 lit.
   Spec.: As directed by Engineer-in-charge.

    DSR Sr.No BDV 134A /.P-127 / I-125                      Litres       7.00
    Add 10%Tribal area                                                   0.70
    Add @0.75%VAT                                                        0.05
                                                         Total =         7.75
                                                         Say Rs.         7.75
87 Providing and fixing H.D.P. container... Tanks Capisity above 1000 to 20000 lit.
   Spec.: As directed by Engineer-in-charge.

    DSR Sr.No.BDV 134B / P-127 / I-125                      Litres      6.40
    Add 10%Tribal area                                                  0.64
    Add @0.75%VAT                                                       0.05
                                                         Total =        7.09
                                                         Say Rs.        7.10
88 Providing and fixing Hume Pipe Septic Tank 900 mm dia. With vent pipe and
   cowl. Including necessary excavation and laying in position complete

    DSR Sr.No. BDV 45 / P -122 / I-101                       No     7790.00
    Add 10%Tribal area                                               779.00
    Add @0.75%VAT                                                     58.43
                                                      Total =       8627.43
                                                      Say Rs.       8627.45
89 Providing soak pit of size 120cm ×120cm × 120cm including excavation & filling
   with bricks – bats complete

    DSR Sr.No. BDV 46 / P-122 / I-102                        No         430.00
    Add 10%Tribal area                                                  43.00
    Add @0.75%VAT                                                        3.23
                                                         Total =        476.23
                                                         Say Rs.        476.25

90 Providing and fixing P.V.C. R.ain water Pipe of 110 mm outer diameter ... to IS.
   13592-1992 including .. Engineer-in- charge etc. complete (The cotractors bond
   for payment) a)
    DSR Sr.No.33/ P -102 / I-33                              Rmt       270.00
    Add 10%Tribal area                                                 27.00
    Add @0.75%VAT                                                       2.03
                                                         Total =       299.03
                                                         Say Rs.       299.05
91 Providing & laying cement concrete 50mm thick with 1:2:4 c c laid to proper
   level & slope in alternate bays, i ..of tiles of 30cm ×30cm or other size laid
   diagonally / square etc. finishing smooth (with extra cement ) in any color as
   directed & curing complete.
   DSR Sr.No. BDM 7A / P-43 /I-13                           Sqm        165.00
   Add for Lead charges
   Metal                                     0.089     x 270.26        24.05
   Sand                                     0.0450     x 399.07        17.96
   Cement                                   0.0290     x 169.09         4.90

                                                                                 R.A.-Page 176
                                                            Total =  211.91
    Add 10%Tribal area                                                21.19
    Add @0.75%VAT                                                     1.59
                                                            Total =  234.70
                                                            Say Rs.  234.70
92 Providing & fixing heavy duty inter locked concrete paving block of 60mm
   thickness of having a strength of 300kg/ sqm cement mortar including cement
   float skirting joints curing and cleaning etc. complete.

    DSR Sr.No BDM /. P-50 / I-50                              Sqm         595.00
    Add for Lead charges
    Sand                                     0.0350     x     399.07       13.97
    Cement                                   0.0090     x     169.09        1.52
                                                            Total =        610.49
   Add 10%Tribal area                                                      61.05
   Add @0.75%VAT                                                            4.58
                                                           Total =         676.12
                                                           Say Rs.         676.10
93 Providing and fixing shutter to wall cupboard made from 19 mm thick TW/
   particle board one face with approved coloured laminated face, 1 mm to 1.50
   mm thick bonded with phenol for made hyde synthetic resin B.W.P. grade
   including lipping beading iron oxidised fixtures and fastening and oil primer coat
   etc. complete.(excluding cupboard frame)
    DSR Sr.No. BDQ 26 / P-67 / I-25                           Sqm1185.00
    Add 10%Tribal area                                           118.50
    Add @0.75%VAT                                                 8.89
                                                     Total =     1312.39
                                                     Say Rs.     1312.40
94 Providing 30 mm thick partition of polished Black Kadappa stone slabs ...
   cleaning complete.

    DSR Sr.No.42 / P-49 / I-42                                Sqm         445.00
    Add 10%Tribal area                                                    44.50
    Add @0.75%VAT                                                          3.34
                                                            Total =       492.84
                                                            Say Rs.       492.85
95 Providing & fixing mild steel grill work for windows ventilators etc. 15kg / Sq.m
   ..oil painting complete.

    DSR Sr.No BDU 1A /P-103 /I-2                              Sqm         890.00
    Add 10%Tribal area                                                    89.00
    Add @0.75%VAT                                                          6.68
                                                            Total =       985.68
                                                            Say Rs.       985.70

96 Providing & fixing mild steel grill railing 15kg / Sq.m ... with French polish
   complete

    DSR Sr.No. bdu 2A /. P-103 / I-4                          Sqm        1312.00
    Add 10%Tribal area                                                   131.20
    Add @0.75%VAT                                                         9.84
                                                            Total =      1453.04

                                                                                   R.A.-Page 177
                                                         Say Rs.     1453.05

97 Providing and fixing in positionanodised ( as per I.S. 1868/1982) alluminium
   sliding window of two tracks with rectangular pipe 95× 38.10× 0.9 mmat weight
   0.637 kg/Rmt ...etc.complete              Spec.: As directed by Engineer-in-
   charge. (without box and without powder coating )

    DSR P-88/ I-73A                                        Sqm       2420.00
    Add 10%Tribal area                                               242.00
    Add @0.75%VAT                                                     18.15
                                                         Total =     2680.15
                                                         Say Rs.     2680.15
98 Providing & laying M-10 of trap metal for cast in situ piers, abutment,
   returns, wings, etc. ... ( upto 4m. height).

    DSR P-180/ I-35                                                  3196.4
                                                                     575.63
                                                         Total =     3772.03
    Add for Lead charges
    Metal                                  0.900     x     270.26    243.23
    Sand                                   0.450     x     399.07    179.58
    Cement                                 0.202     x     169.09     34.16
                                                         Total =     4229.00
    Add 10%Tribal area                                               422.90
    Add @0.75%VAT                                                     31.72
                                                         Total =     4683.62
                                                         Say Rs.     4683.60




                                                                               R.A.-Page 178
R.A.-Page 179
R.A.-Page 180
R.A.-Page 181
R.A.-Page 182
R.A.-Page 183
R.A.-Page 184
R.A.-Page 185
R.A.-Page 186
R.A.-Page 187
R.A.-Page 188
R.A.-Page 189
R.A.-Page 190
R.A.-Page 191
R.A.-Page 192
R.A.-Page 193
R.A.-Page 194
R.A.-Page 195
R.A.-Page 196
R.A.-Page 197
R.A.-Page 198
R.A.-Page 199
R.A.-Page 200
R.A.-Page 201
R.A.-Page 202
R.A.-Page 203
R.A.-Page 204
R.A.-Page 205
R.A.-Page 206
R.A.-Page 207
R.A.-Page 208
R.A.-Page 209
R.A.-Page 210
R.A.-Page 211
R.A.-Page 212
R.A.-Page 213
R.A.-Page 214
R.A.-Page 215
R.A.-Page 216
        NAME OF WORK:- CONSTRUCTION OF RESIDENTIAL SCHOOL BUILDING
FOR DEPARTMENT OF SOCIAL JUSTICE AT PETH TALUKA AMBEGAON, DISTRICT PUNE
                            AT- DIVE DISTRICT PUNE


                  **GENERAL ABSTRACT**

   SR. NO.          PARTICULARS                             AMOUNT (RS)


   1)       COST OF CIVIL WORKS                     Rs.         0.00

   2)       ADD FOR CONTINGENCIES- 4 %              Rs.         0.00

   3)       ADD FOR COMPUTERISATION- 2 %            Rs.         0.00

                                            TOTAL Rs.           0.00



                                                Say Rs.         0.00




                    ( Shri C.R. More )                    ( Smt. R.M.Pathan )
                Sub-Divisional Engineer                  Executive Engineer
          National Highway Sub Division No.62         P. W. (Building) Division
                      Narayangaon                          Pune. 411 003.
          ##FACE SHEET##


                       **ESTIMATE**

NAME OF WORK : CONSTRUCTION OF RESIDENTIAL SCHOOL FOR DEPARTMENT OF
                   AT DIVE TALUKA PURANDAR DISTRICT PUNE
      SOCIAL JUSTICE AT TALUKA LEVEL



2] SANCTIONED ESTIMATE NO.

3] FUND HEAD                  4225

4] MAJOR HEAD                    277

5] MINOR HEAD

6] SERVICE HEAD

7] SERVICE HEAD

                                                                         Pune
               Estimate framed in the office of the Executive Engineer, Public works division,Amravati

of the probable expenses those will be incurred in CONSTRUCTION OF RESIDENTIAL SCHOOL

                          AT DIVE DISTRICT PUNE
FOR DEPARTMENT OF SOCIAL JUSTICE AT TALUKA LEVEL




For Rs.

Administratively approved under




Technically sanctioned under:-




Estimate prepared by:- Shri.-J.D.Kachare Sect.Engineer




Checked by:-          ( Shri C.R. More )
(Call or authority) Sub-Divisional Engineer
             National Highway Sub Division No.62
                         Narayangaon
                                    GENERAL              REPORT

1)   Name of Work :        Construction of Residential School building for Deptt of Social Justice
                           AT PETH TALUKA AMBEGAON, DISTRICT PUNE

2)   Estimated Cost :


3)   Authority :                                                                      Îú        ú
                           Social Justice Deptt Mantralaya mumbai G.R. No.BCH-2007/¯ÖÏ• 30/´ÖÖ¾Ö•-4
4)   Necessity :           Govt. Resolution
5)   Provisions :          R.C.C.Structure G+2
                           Built-up area :-
                           Ground Floor :-        1257.178 Sqm.
                           First Floor :-         1047.432 Sqm.
                           Second Floor :-       1047.432 Sqm.
                           Total Built-up area = 3352.042 Sqm.

                      5.1 Columns :- R.C.C M-20 grade
                      5.2 Beams :- R.C.C M-20 grade
                      5.3 Slabs :- R.C.C M-20 grade

                      5.4 Walls :-
                          A) External :-   23 cm thick
                          B) Internal :-   15 cm thick
                      5.5 Plastering :-
                          A) External :-    sand faced cement plaster
                          B) Internal :-    cement plaster with neeru finish
                      5.6 Flooring :-
                          A) entrance foyer and steps :- granite stone flooring
                          B) all rooms :-vitrified tiles
                          C) porch and courtyard :- paving blocks
                          D) toilet block :-ceramic tiles
                      5.7 Internal Water Supply :-
                          H.D.P. Water tank with G.I.Pipe fitting
                      5.8 Disposal of Sewage & Rain water :-
                          Septic tank
                          P.V.C. rain water pape
                      5.9 W.C. and Toilets :-
                          Orisa W.C.Pans
                          Europeon type W.C.Pans
                          Wash hand Basin
                          Urinals

                    5.10 Doors and Windows :-A)D1 - T.W.framed fully panelled double shuttered door of size 2.00
                         B)D2 -T.W.framed partical board panelled single shuttered door of size 1.20 x 2.40m
                         C)D3 -T.W.framed partical board panelled single shuttered door of size 0.90 x 2.40m
                         D)D4&D5 -Marble frame with P.V.C.shuttered door

                           E)W1 : Aluminium sliding windows of size 1.50 x 1.50m

                           F)W2 :- Aluminium lourved windows of size 0.60 x 1.20m


                      5.11 Painting :-
                           A)External walls :-weatherproof exterior 100% acrylic emulsion paint
                           B)Internal walls :- emulsion paint

                      5.12 Misc. :-Antitermite Treatments
                                    Plinth protection
   6)   Rates &                Rates adopted from sanctioned D.S.R.of P.W.D. Pune Region for year 2006-07
        Specifications:        Rates adopted from sanctioned D.S.R.of P.W.D. Amravati Region for year 2006-07 which i
                               not in D.S.R.of P.W.D. Pune Region for year 2006-07 & R.A. prepared for Non-DSR items
                               Follows Standred Specification Book



          ( Shri C.R. More )                               ( Smt. R.M.Pathan )
      Sub-Divisional Engineer                              Executive Engineer
National Highway Sub Division No.62                     P. W. (Building) Division
            Narayangaon                                      Pune. 411 003.
stice




  Îú        ú
ÖÏ• 30/´ÖÖ¾Ö•-4 פü. 17/2/2007




ered door of size 2.00 x 2.40m
ze 1.20 x 2.40m
ze 0.90 x 2.40m
year 2006-07 which items are
d for Non-DSR items
  NAME OF WORK - :CONSTRUCTION OF ASHRAMSHALA CAMPUS
           AT GOHE    TAL. AMBEGAON DIST. PUNE




                     RECAPITULATION SHEET




   Estimated Cost                           Rs          3240832.00

                                            Rs         13206929.00

                             Sub tota     Rs           16447761.00


   Add for contingencies        4.00%       Rs           986878.68

                             2.00%
   Add for computerisation charges          Rs             5743.00

                                            Rs         17440600.00

   Add for electrification     13.00%                   2138237.00

                              8.00%
   Add for external water supply                        1315838.00

                                  Total Rs             20894675.00

                                        Say Rs         20894700.00




    Deputy Engineer                           Executive Engineer
Tribal Road Project Sub-Divn.              P.W. ( North ) Division, Pune
        Narayangaon
         NAME OF WORK:-     CONSTRUCTION OF ASHRAMSHALA CAMPUS AT                    GOHE ,
                              TALUKA AMBEGAON,   DIST. PUNE


                                   Sub Estimate No-1-Substructure
                                           ABSTRACT


SR. RA QUANTI
                                     ITEM OF WORK                          RATE     UNIT   AMOUNT
NO NO TY

                   ITEM NO.01
 1   1    104.35   Excavation for foundation in earth, soil of all types   82.50    Cum.   8608.88
                 sand, gravel and soft murum, including removing the
                 excavated materials up to a distance of 50m.
                 beyond the building area & stackinh and spreading
                 as directed, dewatering, preparing the bed for the
                 foundation and necessary back filling , ramming,
                 watering including and strutting etc. complete.
                 (          lift       upto           1.5            m.)
                 [ Spec. No.
                 ITEM NO.02 Bd.A1 Page No 259]
 2   2    128.45 Excavation for foundation in hard murum including         93.50    Cum.   12010.08
                 removing the excavated materials up to a distance
                 of 50m. beyond the building area & stackinh and
                 spreading as directed, dewatering, preparing the
                 bed for the foundation and necessary back filling ,
                 ramming, watering including and strutting etc.
                 complete.                (   Lift   upto    1.5     M.)
                 [Spec. No. Bd.A2 Page No 259]

                   ITEM NO.03
 3   3    176.61 Excavation for foundation in hard murum and               104.50   Cum.   18455.75
                 boulders including removing the excavated
                 materials up to a distance of 50m. beyond the
                 building area & stackinh and spreading as directed,
                 dewatering, preparing the bed for the foundation
                 and necessary back filling , ramming, watering
                 including and strutting etc. complete. ( Lift upto 1.5
                 M.) [ Spec. No. Bd.A3 Page No 259]

                   ITEM NO.04
 4   4    48.17 Excavation for foundation in hard soft and old             231.00   Cum.   11127.27
                cement and lime masonry foundations including
                removing the excavated materials up to distance of
                50 meters beyond the building area and stacking as
                directed including dewatering, preparing the bed for
                the found. (lift up to 105 m) [Spec. No. Bd.A 4
                Page No 259]




                                                                                            Abs-Page 227
                  ITEM NO.05
5    5      5     Excavation for foundation in hard rock by controlled   459.60    Cum.    2298.00
                  blasting including trimming and leveling the bed by
                  cheiselling where necessary and removing the
                  excavated materials and stacking it in measurable
                  heaps form the building area including dewatering
                  and back filling with available earth, murum,
                  watering ramming completed. ( Lift upto 1.5 M.)
                  [Spec. No. Bd.A5 B1. Page No 259]

                  ITEM NO.06
6    6    205.56 Providing and laying in situ cement concrete 1:4:8      2383.85   Cum.   490024.21
                 of trap / granite / qquartzite / gness metal for
                 foundation and bedding including bailing out water,
                 formwork, compacting and curing complete.
                 [Spec.No Bd.E.1 Page No.287]

                  ITEM NO.07
7    23   71.05 Providing and fixing Plastic Cover Blocks of required     4.05     No      287.75
                size at 27 Nos. in per 10 sq.m. to reinforcement to
                give a clear cover of 15 mm in RCC Slab complete.
                Spec. No. As directed by Engineer in charge


                  ITEM NO.08
8    7    87.45 Providing and casting in situ cement concrete M-20       3893.40   Cum.   340477.83
                of trap / granite / quartzite / gness metal for R.C.C.
                work in foundations like raft, strips, foundations and
                footing of R.C.C. column and steel stanchions etc.
                including bailing out water, centering, formwork,
                compacting and curing and roughening the surface
                if special finish is to be provided ( Excluding
                reinforcement & structural steel) complete.
                [Spec.No Bd F.3 Page No. 298 and B-7, Page
                No.38]
                  ITEM NO.09
9    8    30.12 Providing and fixing Plastic Cover Blocks of required     11.10    NO      334.33
                size at1.5 m c/cnear the edge of each side and at
                centre when the width is more than 75 cm to
                reinforcement to give a clear cover of 40 to 65 mm
                from all sides in RCC Column complete .
                Spec. No.:As directed by engineer in charge.
                  ITEM NO.10
10   9    54.94 Providing and casting in situ cement concrete M-20       4987.90   Cum.   274035.23
                of trap / granite / quartzite / gness metal for R.C.C.
                column as per detailed drawing and design, or as
                directed including centering, formwork, compacting
                and roughening the surface if special finish is to be
                provided and curing complete. ( Excluding
                reinforcement ) [Spec.No Bd F.5 Page No. 300 and
                B-7, Page No.38]




                                                                                           Abs-Page 228
                  ITEM NO.11
11   10   71.05 Providing and casting in situ cement concrete M-20           5066.10   Cum.   359946.41
                of trap / granite / quartzite / gness metal for R.C.C.
                beams and lintels as per detailed drawing and
                design, or as directed including centering, formwork,
                compacting and roughening the surface if special
                finish is to be provided and curing complete. (
                Excluding                reinforcement               )
                [Spec.No Bd F.6 Page No. 300 and B-7, Page
                No.38
                  ITEM NO.12
12   11   33.23 Providing second class Burnt masonry with                    2576.20   Cum.   85607.13
                conventional / LS. Type bricks in cement mortar 1:6
                in foundation and plinth of inner walls / in plinth
                external walls including bailing out water, striking
                joints on unexposed faces, racking out joints on
                exposed     faces     and     watering,  complete.
                [Spec.No Bd G.1. Page No.313]


                  ITEM NO.13
13   12   188.03 Filling in plinth and floors with approved excavated         35.20    Cum.    6618.66
                 materials in 15cm to 20cm layers including watering
                 and compacting complete. [Spec.No Bd A10. Page
                 No.262]

                  ITEM NO.14
14   13   792.37 Filling in plinth and floors with contractor's soil, sand   204.90    Cum.   162356.61
                 or murum in 15cm to 20cm layers including watering
                 and compacting complete. [Spec.No Bd A.11. Page
                 No.263]

                  ITEM NO.15
15   14   223.59 Providing dry / trap / quartzite / gness rubble stone       740.75    Cum.   165624.29
                 soiling in 15cm to 20cm layers including watering
                 and compacting complete.           [Spec.No Bd A.12
                 Page No.264
                  ITEM NO.16
16   15   1502.2 Providing preconctructional antitermite treatment by         39.55    Cum.   59413.59
                 treating the top surface of plinth filling at the rate of
                 5 liters of emulsion concetrates of one percent
                 concentration of CHLORPYRIFOC 20% E.C. ISI
                 approved confirming IS 8944 to per square meter of
                 surface        area      covering         10       years
                 guaranteeHephoclore per square meter of surface
                 area covering 10 years guarantee. Spec. No.:As
                 directed by engineer in charge.


                  ITEM NO.17
17   16   223.59 Providing preconctructional antitermitetreatment as          74.40    Sqm    16635.10
                 per I.S. 6313 ( Part - II) by treating theexternal face
                 of building by punching holes of 1.2 of 1.5 C,M,
                 diameter about30percentofClorophyriphas/ 20 E.C.
                 Hephoclore      at    the     rate    of7.5literemusion
                 concentrate per hole and sealing the same with
                 proper fillings & covering 10 year guarantee. Spec.
                 No. Asdirected by Engineer in charge




                                                                                               Abs-Page 229
                 ITEM NO.18
18   17   71.05 Providing and placing in position plastic Cover         17.70    Per    1257.59
                Blocks of required size at90 c m c/c to each main               cum
                bottom bars & to stamping at sides to give required               of
                clear cover from all sides in RCC Beams complete                conc
                Spec. No.:As directed by engineer in charge.                       .


                 ITEM NO.19
19   18   26.09 Providing and fixing in position TMT FE-415 bar 46980.25        MT.    1225714.72
                reinforcement of various diameters for RCC pile
                capsfooting,foundation,slabs,beams,coloumns,cano
                pies,staircase,.newels,chhajas,lintelpardis,coping,fin
                s arches etc,as per detail drawings and shedules
                including      cutting,    bending,hooking        the
                bars,bindingwithwiresortacketed.(TMT          FE-415)
                [Spec.No Bd F 17. Page No.306]




                                                                                Total= 3240832.00
                                                                      Say Rs.          3240832.00




                                                                                         Abs-Page 230
 NAME OF WORK:- CONSTRUCTION OF ASHRAMSHALA CAMPUS AT GOHE,TALUKA AMBEGAON,
                                   DIST. PUNE
                                   Sub Estimate No-2-Substructure
                                           ABSTRACT

SR. RA
       QTY                           ITEM OF WORK                           RATE     UNIT   AMOUNT
NO NO
                  ITEM NO.01

 1   9    64.94 Providing and casting in situ cement concrete M-20         4987.90   Cum    323914.23
                of trap / granite / quartzite / gness metal for R.C.C.
                column as per detailed drawing and design, or as
                directed including centering, formwork, compacting
                and roughening the surface if special finish is to be
                provided and curing complete. ( Excluding
                reinforcement )[Spec.No Bd F.5 Page No. 300 and
                B-7, Page No.38]
                  ITEM NO.02

 2   19   361.17 Providing second class Burnt masonry with                 2664.80   Cum    962445.82
                 conventional / I.S. Type bricks in cement mortar 1:6
                 in superstructure, striking joints on unexposed
                 faces, racking out joints on exposed faces and
                 watering, complete.           [Spec.No Bd.G 5.Page
                 No.315]
                 ITEM NO.03

 3   20   187.63 Providing second class Burnt Brick masonry with           396.70    Sqm    74432.82
                 conventional / I.S. type bricks in cement mortar 1:4
                 half brick thick wall including mild steel longitudinal
                 reinforcement of 2 bars of 6mm diameter/ 2 hoop
                 iron strips 25 mm x 1.6 ,, at every third course,
                 properly bend and bonded at ends scaffolding,
                 racking out joints and watering complete.
                 [Spec.No Bd.G 7.Page No.316]
                  ITEM NO.04

 4   17   136.09 Providing and placing in position plastic Cover            17.70    No.     2423.13
                 Blocks of required size at90 c m c/c to each main
                 bottom bars & to stamping at sides to give required
                 clear cover from all sides in RCC Beams complete
                 Spec. No.:As directed by engineer in charge.
                  ITEM NO.05

 5   10   136.09 Providing and casting in situ cement concrete M-20        5066.10   Cum    689445.55
                 of trap / granite / quartzite / gness metal for R.C.C.
                 beams and lintels as per detailed drawing and
                 design, or as directed including centering, formwork,
                 compacting and roughening the surface if special
                 finish is to be provided and curing complete. (
                 Excluding                reinforcement               )
                 [Spec.No Bd F.6 Page No. 298 and B-7, Page
                 No.38




                                                                                             Abs-Page 231
                  ITEM NO.06

6    21   11.27 Providing and casting in situ cement concrete M-20         5606.90   Cum   63189.76
                of trap / granite / quartzite / gness metal for R.C.C.
                chajja as per detailed drawing and design, or as
                directed including centering, formwork, compacting
                and roughening the surface if special finish is to be
                provided and curing complete. ( Excluding
                reinforcement )      [Spec.No Bd.F 9c.Page No.303
                and B7 Page No. 38]

                  ITEM NO.07

7    22    9.53   Providing and casting in situ cement concrete M-20       5861.60   Cum   55861.05
                  of trap / granite / quartzite / gness metal for R.C.C.
                  pardi 75 mm thick, as per detailed drawing &
                  design, or as directed including centering, formwork,
                  compacting & roughening the surface if special
                  finish is to be provided & curing complete. (
                  Excluding reinforcement ) [Spec.No Bd.f 11.Page
                  No.304and B7 Page No. 38] ]

                  ITEM NO.08

8    23   289.81 Providing and fixing Plastic Cover Blocks of required      4.10     Cum   1188.22
                 size at 27 Nos. in per 10 sq.m. to reinforcement to
                 give a clear cover of 15 mm in RCC Slab complete.
                 Spec. No. As directed by Engineer in charge
                  ITEM NO.09

9    24   289.81 Providing and casting in situ cement concrete M-20        5496.15   Cum 1592839.23
                 of trap / granite / quartzite / gness metal for R.C.C.
                 slabs and landings as per detailed drawing and
                 design, or as directed including centering, formwork,
                 compacting and roughening the surface if special
                 finish is to be provided and curing complete. (
                 Excluding                reinforcement               )
                 [Spec.No Bd.F 8.Page No.302 and B7 Page No. 38]

                  ITEM NO.10

10   25    0.89   Providing and casting in situ cement concrete M-20       4327.75   Cum   3851.70
                  of trap / granite / quartzite / gness metal for R.C.C.
                  waist slab, and steps as per detailed drawing &
                  design, or as directed including centering, formwork,
                  compacting & roughening the surface if special
                  finish is to be provided & curing complete.
                  (Excluding reinforcement) [Spec.No Bd.E 2.Page
                  No.288 and B7 Page No. 38]




                                                                                            Abs-Page 232
                  ITEM NO.11

11   26    100    Providing and fixing Fan hook box of 2 mm thik MS         176.00    No.    17600.00
                  sheet rectangular size 180× 100 mm with required
                  depth with holes of notches as required bottom and
                  top size of 1.6 mm M.S. sheet fixed with 3.5 mm
                  diameter round headed screws together with hooked
                  ends for fan hooks and painting to exposed surface
                  Spec. No. As directed by Engineer in charge
                  ITEM NO.12

12   18   63.29 Providing and fixing in position TMT FE-415 bar            46980.25   MT    2973380.02
                reinforcement of various diameters for RCC pile
                caps footing ,foundation ,slabs,beams,
                coloumns,canopies,staircase,.newels,chhajas,lintelp
                ardis,coping,fins arches etc,as per detail drawings
                and shedules including cutting, bending,hooking the
                bars,binding with wires or tack welding and
                supporting as required completed.(TMT FE-415)
                Spec.No Bd.E 2.Page No.288]
                  ITEM NO.13

13   27   399.8 Providing and fixing chicken mesh jali (24 gauge) at        34.90     Sqm    13953.02
                the junction of 2 different surfaces of different
                materialcomponent at the time of plastering to
                prevent cracking in plaster surface as and where
                directed at all floors with all leads and lifts etc.
                complete.                                     Spec.
                As directed by Engineer in charge.
                  ITEM NO.14

14   28   1218.7 Providing internal cement plaster 12 mm thick in           92.65     Sqm   112912.56
                 single coat in Cm 1:3with neeru finishing to concrete
                 or brick surface in all positions including sraffolding
                 and curing complete. [Spec.No Bd.L 2 .Page
                 No.368] and Bd L10.Page No.370
                  ITEM NO.15

15   29   1701.7 Providing internal cement plaster 20 mm thick in tow      137.40     Sqm   233813.58
                 coat in Cm 1:5 with neeru finish to concrete or brick
                 surface in all positions including sraffolding and
                 curing complete.     [Spec.No Bd.L 4 .Page No.368
                 and Bd L10.Page No.370]




                                                                                              Abs-Page 233
                  ITEM NO.16

16   30   1077.7 Providing sand faced plaster externally in cement          226.20   Sqm   243775.74
                 mortar using approved screened sand in all
                 positions including base coat of 15 mm thick in C.M.
                 1:4 using waterproofi        [Spec.NoBd.L 2 .Page
                 No.368]ng compound at 1 Kg. per cement bag
                 curing the same for not less than 2 days and
                 keeping the surface of the base coat rough to
                 receive the sand faced treatment of 6 to 8 mm thick
                 in C.M. 1:4 finishing the surface by taking out grains
                 and curing for fourteen days, scaffolding etc.
                 complete.
                 [Spec. No. Bd.L.7 Page No. 369]
                 ITEM NO.17

17   31    120    Providing & fixing on walls / ceiling / floors, 15mm      160.60   Rmt   19272.00
                  dia heavy grade (type) having embossed as ISI
                  Markgalvanised iron pipes weight of 1.48 kg/metre
                  with screwed,sockets, joints & necessary galvanised
                  iron fittings Such as sockets, back nuts, elbows,
                  bends, tees, reducers, enlarges, plugs, Clamps etc.
                  including necessary drilling holes in walls, slabs etc.
                  & remaking good the demolished portion to restore
                  the same in original condition neatly & providing &
                  applying anti corrosive primer oil paint & 2 coats of
                  oil               paintings                  complete.
                  [Spec. No. Bd. V. 5 Page No. 551]

                  ITEM NO.18

18   32     10    Providing & fixing on walls / ceiling / floors, 20mm      177.20   Rmt    1772.00
                  dia heavy grade (type) having embossed as ISI
                  Markgalvanised iron pipes weight of 1.93 kg/metre
                  with screwed,sockets, joints & necessary galvanised
                  iron fittings Such as sockets, back nuts, elbows,
                  bends, tees, reducers, enlarges, plugs, Clamps etc.
                  including necessary drilling holes in walls, slabs etc.
                  & remaking good the demolished portion to restore
                  the same in original condition neatly & providing &
                  applying anti corrosive primer oil paint & 2 coats of
                  oil               paintings                  complete.
                  [Spec. No. Bd. V. 5 Page No. 551]




                                                                                            Abs-Page 234
                ITEM NO.19

19   33   100   Providing & fixing on walls / ceiling / floors, 25mm      238.10   Rmt   23810.00
                dia heavy grade (type) having embossed as ISI
                Markgalvanised iron pipes weight of 3.01kg/metre
                with screwed,sockets, joints & necessary galvanised
                iron fittings Such as sockets, back nuts, elbows,
                bends, tees, reducers, enlarges, plugs, Clamps etc.
                including necessary drilling holes in walls, slabs etc.
                & remaking good the demolished portion to restore
                the same in original condition neatly & providing &
                applying anti corrosive primer oil paint & 2 coats of
                oil               paintings                  complete.
                [Spec. No. Bd. V. 5 Page No. 551]

                ITEM NO.20

20   34   10    Providing & fixing on walls / ceiling / floors, 32mm      293.50   Rmt   2935.00
                dia heavy grade (type) having embossed as ISI
                Markgalvanised iron pipes weight of 3.89kg/metre
                with screwed,sockets, joints & necessary galvanised
                iron fittings Such as sockets, back nuts, elbows,
                bends, tees, reducers, enlarges, plugs, Clamps etc.
                including necessary drilling holes in walls, slabs etc.
                & remaking good the demolished portion to restore
                the same in original condition neatly & providing &
                applying anti corrosive primer oil paint & 2 coats of
                oil paintings complete.              Spec. No. Bd. V.
                5 Page No. 551

                ITEM NO.21

21   35   10    Providing and fixing on walls / ceilling / floors, 15     127.35   Rmt   1273.50
                mm dia medium grade ( type) having embossed as
                ISI Mark galvanised iron pipes weight of 1.25
                kg/metre with screwed, sockets, joints & necessary
                galvanised iron fittings such as sockets. Back nuts,
                elbows, bends, tees, reducers. enlarge, plugs,
                clamps etcincluding necesary drilling holes in walls,
                slabs etc. & remarking good the demolished portion
                to restore the same in original condition neatly &
                providing & applying anti corrosive primer oil paint &
                2 coats of oil painting complete.        [Spec. No.
                Bd.V5 P. No. 551]




                                                                                          Abs-Page 235
               ITEM NO.22

22   36   10   Providing and fixing on walls / ceilling / floors, 20    166.15   Rmt   1661.50
               mm dia medium grade ( type) having embossed as
               ISI Mark galvanised iron pipes weight of 1.62
               kg/metre with screwed, sockets, joints & necessary
               galvanised iron fittings such as sockets. Back nuts,
               elbows, bends, tees, reducers. enlarge, plugs,
               clamps etcincluding necesary drilling holes in walls,
               slabs etc. & remarking good the demolished portion
               to restore the same in original condition neatly &
               providing & applying anti corrosive primer oil paint &
               2 coats of oil painting complete.        [Spec. No.
               Bd.V5 P. No. 551]
               ITEM NO.23

23   37   50   Providing and fixing on walls / ceilling / floors, 25    210.45   Rmt   10522.50
               mm dia heavy grade ( type) having embossed as ISI
               Mark galvanised iron pipes weight of 2.49 kg/metre
               with screwed, sockets, joints & necessary
               galvanised iron fittings such as sockets. Back nuts,
               elbows, bends, tees, reducers. enlarge, plugs,
               clamps etcincluding necesary drilling holes in walls,
               slabs etc. & remarking good the demolished portion
               to restore the same in original condition neatly &
               providing & applying anti corrosive primer oil paint &
               2 coats of oil painting complete.        [Spec. No.
               Bd.V5 P. No. 551]

               ITEM NO.24

24   38   50   Providing and fixing on walls / ceilling / floors, 32    238.10   Rmt   11905.00
               mm dia heavy grade ( type) having embossed as ISI
               Mark galvanised iron pipes weight of 3.20 kg/metre
               with screwed, sockets, joints & necessary
               galvanised iron fittings such as sockets. Back nuts,
               elbows, bends, tees, reducers. enlarge, plugs,
               clamps etcincluding necesary drilling holes in walls,
               slabs etc. & remarking good the demolished portion
               to restore the same in original condition neatly &
               providing & applying anti corrosive primer oil paint &
               2 coats of oil painting complete.    [Spec. No. Bd.V
               5. P. No. 551]

               ITEM NO.25

25   39   50   Providing , laying & fixing P.V.C. soil                  287.95   Rmt   14397.50
               vent/stabiliser/waste pipe pipe of 75 mm dia with
               fitting such as bends, tees,single junctions ,slotted
               vent , clamp, etc. complete.              Spec. As
               directed by Engineer in charge.




                                                                                        Abs-Page 236
                  ITEM NO.26

26 39A      50    Providing , laying & fixing P.V.C. soil                   431.95   Rmt   21597.50
                  vent/stabiliser/waste pipe pipe of 100 mm dia with
                  fitting such as bends, tees,single junctions ,slotted
                  vent , clamp, etc. complete               Spec. As
                  directed by Engineer in charge.
                  ITEM NO.27

27   40   1384.5 Providing & laying polished kotah stone flooring 25        592.40   Sqm   820189.65
                 to 30mm thick & of required width wide in plain
                 /diamond pattern on a bed of 1:6 cm including
                 cement float, filling joints with neat cement slurry,
                 curing, polishing & cleaning complete. [Spec. No. :
                 Bd. M.3 Page No. 380]

                  ITEM NO.28

28   41     47    Providing and laying polished machine cut Kotah           646.85   Sqm   30401.95
                  Stone slabs 20 mm to 25 mm thick for treads and
                  risers of steps and staircases with rounded nosing
                  for the treads on a bed of 1:4 cement mortar
                  including cement float, filling joints with neat cement
                  slurry, curing, polishing and cleaning complete.
                  [Spec. No. : Bd. M. 22 Page No. 390]

                  ITEM NO.29

29   42   1431.5 Providing Machine polishing to kotah stone including       265.80   Sqm   380498.02
                 cleaning, washing, Mirror polishing etc. complete.
                 For Flooring..          Spec.No.:- As directed by
                 Engineer in charge.

                  ITEM NO.30

29A 42A   614.2 Providing Machine polishing to kotah stone including        24.35    Sqm   14955.77
                cleaning, washing, Mirror polishing etc. complete.
                For Skirting.            [Spec.No. As directed by
                Engineer in charge.]
                  ITEM NO.31

30   43   24.06 Providing sill of polished kotah stone 25mm to              608.10   Sqm   14630.89
                30mm thick on a bed of 1:4 c.m. including cement
                float, filling joints with slurry, curring polishing and
                cleaning complete.                 [Spec. No. Bd.M 29.
                P. No. 391]
                  ITEM NO.32

31   44   102.13 Providing & laying polished Kotah Stone for striking       608.55   Sqm   62151.21
                 & dado 12mm thick in required width in plain /
                 diamond pattern on a bed of 1:4cement mortar
                 including cement float, filling joints with neat cement
                 slurry, curing, polishing & cleaning complete.
                 [Spec. No. Bd.M 5. P. No. 381]




                                                                                            Abs-Page 237
                  ITEM NO.33

32   45   57.66 Providing & fixing ceramic tiles ( laser cut) of              760.45    Sqm   43847.55
                approved quality 30cm X 30cm X 8mm for flooring
                in required position laid on a bed of 1:4cement
                mortar           including       cement         float,
                fillingjointwithwhitecolourcementslurrycleaning
                curingcomplete.
                [Spec. No. Bd.M 12 P. No. 385]
                  ITEM NO.34

33   46   11.88 Providing & fixing ceramic tiles of approved quality          757.15    Sqm   8994.94
                20cm X 20cm X 8mm for flooring in required
                position laid on a bed of 1:4cement mortar including
                cement float, filling joint with white colour cement
                slurry cleaning curing complete. [Spec. No. Bd.M 12.
                P. No. 385]

                  ITEM NO.35

34   47   122.95 Providing & laying ceramic tiles(laser cut) of               805.85    Sqm   99079.26
                 approved quality 30cm ×30cm×5mm for dado &
                 skirting in required position with ready made
                 adhesive mortar of approved quality on plaster of
                 1:2 cement mortar including joints filling with white/
                 color cement slurry cleaning curing complete.
                 [Spec. No. Bd.M 13. P. No. 386]

                  ITEM NO.36

35   48    32.4   Proving and laying ceramic tiles of approved quality        828.00    Sqm   26827.20
                  20cm × 20cm× 5mm for dado & skirting in required
                  position with ready made adhesive mortar of
                  approved quality on plaster of 1:2 cement mortar
                  including cement float, filling joints with white / color
                  cement     slurry   cleaning        curing    complete.
                  [Spec. No. Bd.M 13. P. No. 386]
                  ITEM NO.37

36   49   1.292 Providing and fixing frame with/ventilatorof size as 60912.50 Cum             78698.95
                specified with country cut teak wood for doors and
                windows                                     including
                chamfering,rounding,rebating,hold      fast      size
                including chamfering rounding, rebating, hold fast of
                size 300 mm x 40 mm x 5 mm with oil painting,
                complete..                        Spec. As directed
                by Engineer in charge.
                  ITEM NO.38

37   50    4.32   Providing and fixing the country cut teak wood              2735.55   Sqm   11817.58
                  double or single leaf second class fully pannelled
                  doors 35mm thick shutter and 25 mm thick pannels
                  with/without openable fanlight as per detailed
                  drawings. excluding the door frame iron oxidised
                  fixtures and fastening and finishing the wood work
                  with oil painting 3 coats.  [Spec. No. Bd.-T-7& 8 .
                  P. No. 481-482]




                                                                                               Abs-Page 238
                 ITEM NO.39

38   51   13.23 Providing & fixing single leaf paneled door without        1954.75   Sqm   25861.34
                fanlight & shutter 35mm thick as per drawing
                consisting of C.C.T.W. top rail size 100× 35mm &
                bottom rail & lock rail 200×35mm insert panel 12mm
                thick commercial play faced T.W. partical board with
                phenel from aldehyde synthetic resin (Generally
                confirming to ISI 3097) excluding frame including
                iron oxidized fixture & fastening & T.W beading to
                junction of paneled descriptional insert & as
                instructed by the Engineer in charge including
                3coats     of     oil    painting  etc.    complete.
                Spec. As directed by Engineer in charge.

                 ITEM NO.40

39   52   54.72 Providing & fixing double leaf paneled door without        2264.85   Sqm   123932.59
                fanlight & shutter 35mm thick as per drawing
                consisting of C.C.T.W. top rail size 100× 35mm &
                bottom rail & lock rail 200×35mm insert panel 12mm
                thick commercial play faced T.W. partical board with
                phenel from aldehyde synthetic resin (Generally
                confirming to ISI 3097) excluding frame including
                iron oxidized fixture & fastening & T.W beading to
                junction of paneled descriptional insert & as
                instructed by the Engineer in charge including
                3coats     of     oil    painting  etc.    complete.
                Spec.As directed by Engineer in charge.

                 ITEM NO.41

40   53   13.05 Providing and fixing machine cut mirror polished           1218.35   Sqm   15899.47
                green coloured marble slab of required size and
                about 2o mm thick of apporoved quality for boxing of
                windows ,door frames of toilets on cement mortor
                1:4 including neat cement float, filling joints ,roundig
                and moulding the edges ,curing miror polishing
                rubbing cleaning etc.complete.

                 ITEM NO.42

41   54   25.2    Providing and fixing PVC door shutter comprising of      1921.50   Sqm   48421.80
                  anodised alluminium frame work made out of
                  alluminium ‘C’ of 23.6 mm x 20mm x 1.8 mm
                  thickness as vertical top and bottom rail and
                  anodised alluminium ‘H’ type section having
                  dimensions of 23.6mm x 60mm x 1.8 mm thickness
                  for lock-rail. The shutter infil to be made out of
                  extruded PVC multichamber hollow sections of 200
                  mm x 20 mm x 1 mm Web accessories tower bold
                  M.S. hinges and c.p. bars latch will have to be
                  provided      to  the    shutter    etc.   complete.
                  Spec. : As directed by Engineer-in-charge.




                                                                                            Abs-Page 239
                  ITEM NO.43

42   55   65.34 Providing and fixing in positionanodised ( as per I.S.   2547.25   Sqm   166437.32
                1868/1982) alluminium sliding window of two tracks
                with rectangular pipe 63 38.×10× 1.22 mmat weight
                0.650 kg/Rmt and window frame bottom track
                section 61.85× 31.75× 1.20mm at weight 0.695
                kg/Rmt. top and side track section 61.85 ×31.75×
                1.00mm at weight 0.417 kg/RMT. the shutter should
                be of bearing 40 18 1.25mm at weight 0.417 kg/ Rmt
                inter locking section 40 ×18× 1.10mm at weight
                0.469 kg/Rmt and handle section 40× 18 ×1.25mm
                at 0.417kg/ Rmt as per detailed drawing and as
                directed by Engineer-in-charge with all necessary
                alluminium sections fixture and fastenings such as
                roller bearing in nylon casing and self locking catch
                fitted in vertical section of shutter including 5mm
                thick plain glass with all required screws and nuts
                etc. complete (without box and without powder
                coating)    :                                   Spec.
                As directed by Engineer-in-charge.


                  ITEM NO.44

43   56    21.6   Providing and fixing in position alluminium partly     2558.35   Sqm   55260.36
                  openable and partly fixed window of any size as per
                  detailed drawing and as directed by Engineer-in-
                  charge with all necessary alluminium sections
                  including necessary fixtures and fastening such as
                  alluminium latch, alluminium stay, tower bolts,
                  P.V.C. gasket and rubber lining, alluminium screws,
                  hinges etc. with 5mm thick clear float glass etc.
                  complete.With powder coating :                Spec.
                  As directed by Engineer-in-charge.

                  ITEM NO.45

44   57   256.31 Providingandfixinginpositionafterhoisting,precast 1:2   448.55    Sqm   114967.85
                 cement mortar reinforcement Jali 50 mm thick
                 ofapproved design cement mortar 1:3 and curing
                 complete ( including 6 mm diameter mild steel bar
                 reinforcement).                          [Spec. No. :
                 Bd. F. 19 Page No. 307]
                  ITEM NO.46

45   58   103.1 Providing and fixing polycarbonated sheet roofing:       1964.00   Sqm   202488.40
                Spec. As directed by Engineer-in-charge


                  ITEM NO.47

46   59   1420.5 Providing and fixing decorative roofing tiles Spec.     557.45    Sqm   791852.15
                 As directed by Engineer-in-charge




                                                                                          Abs-Page 240
                   ITEM NO.48

47   60   2181.5 Providing & laying water proof treatment on terrace          461.00    Sqm 1005671.50
                 slab with B.B.Coba in all position with an average
                 thickness of 112mm consisting specialized materials
                 as per the manufacture specification & covering 10
                 years guarantee on court fee stamp paper including
                 all      lead,        lift,     etc.      complete
                 [ Spec. No. : Bd. F. 19 Page No. 307]

                   ITEM NO.49

48   61   1077.7    P/A two coats of water proof cement paints of              29.05    Sqm   31307.19
                   approved manufacture & of approved colour to the
                   plasteres surface including scaffolding if necessary,
                   cleaning & preparing the surface, watering for two
                   days complete.                    [ Spec. No. : Bd.
                   F. 19 Page No. 307]

                   ITEM NO.50

49   62   1352     Providing and applying white-wash in two coats on           4.10     Sqm    5543.24
                   old/new plastered or masonry surfaces and
                   asbestos cement sheets including scaffolding and
                   preparing the surface by brushing & brooming down
                   complete.                       [ Spec. No. : Bd. F.
                   19 Page No. 307]
                   ITEM NO.51

50   63   2920.4 Providing and applying washable oil-bound                     35.00    Sqm   102214.00
                 distemper of approved colour and shade to old &
                 new surfaces in one coat including scaffolding,
                 preparing the surfaces ( excluding the primer coat.)
                 complete.                            [ Spec. No. :
                 Bd. F. 19 Page No. 307]

                   ITEM NO.52

51   64     13     Providing and fixing colour glazed earthenware             2004.60   No.   26059.80
                   Wash Hand Basin of 55 cm. x 40 cm. size including
                   cold water piller tap/cold and hot water piller tap
                   brackets, rubber plugs and brass chain, stop tap
                   and necessary pipe connections including P.V.C.
                   waste pipe and trap upto the outside faceof the wall.
                   [Spec. No. : Bd. V. 30 Page No. 565]

                   ITEM NO.53

52   65     9      Providing and fixing 1st class white glazed                2713.40   No.   24420.60
                   earthenware “Orissa Type” W.C. Pan 580 mm dia
                   including “P” or “S” trap cast iron soil and vent pipe
                   upto the outside face of the wall (1:5:10) cement
                   concrete bedding 15 mm thick 5 liter P.V.C. high
                   level flushing cistern with filling inlet pipe with stop
                   tap, basket for fixing the cistern 32 mm dia PVC
                   flush pipe with filling and clamps, 20 mm dia G.I.
                   over flow with mosquito proof coupling G.I. chain
                   pull painting of the exposed pipe and cutting and
                   making good walls and floor etc.complete.
                   Spec. : As directed by Engineer in charge.




                                                                                               Abs-Page 241
                ITEM NO.54

53   66   2     Providing and fixing European type white glazed           2713.40   No.   5426.80
                earthenware couple closet symphonic trap with
                symphonic low level white glazed 10 liters cistern
                with black backlite seat and lid with chromium plated
                brass hinges including C.I. soil and vent pipe upto
                the outside face of the wall including 100 mm dia
                G.I. plug bend, inlet pipe, stop tap etc. all fittings,
                cuttings and making good walls and floor etc.
                complete.          Spec. : As directed by Engineer in
                charge.
                ITEM NO.55

54   67   8     Providing & fixing White glazed earthenware lipped        1777.55   No.   14220.40
                flat back / corner type Urinal with cast iron flushing
                cistern of 5liters capacity with fitting, inlet pipes &
                stop tap brackets for fixing the cistern 32mm dia
                PVC flush pipe with fitting & flushing arrangement
                including lead soil pipe lead traps soil pipe
                connection upto the outside face of the wall.
                [Spec.No Bd.V.26 Page No.564]

                ITEM NO.56

55   68   6.3   Providing 25 to 30 mm thick partition of polished         511.75    Sqm   3224.03
                Black kadappa stone slabs of approved shapes,
                quality and colour for urinals, including cutting holes
                of required size in the appropriate places to receive
                pipes etc. fixing in cement mortar 1:3 curing and
                cleaning    complete.                [Spec.No     Bd.M
                35.Page No.393]

                ITEM NO.57

56   69   15    Providing & fixing 15mm dia screw down bib / stop         144.00    No.   2160.00
                taps of brass including necessary socket union nut
                complete.                      .[Spec.No Bd.V8.
                Page No.554]

                ITEM NO.58

57   70   5     Providing & fixing 20mm dia screw down bib / stop         182.75    No.    913.75
                taps of brass including necessary socket union nut
                complete                     Spec.No Bd.V8. Page
                No.554]

                ITEM NO.59

58   71   5     Providing & fixing 25mm dia screw down bib / stop         243.65    No.   1218.25
                taps of brass including necessary socket union nut
                complete.                       [Spec.No Bd.V8.
                Page No.554]

                ITEM NO.60

59   72   5     Providing & fixing screw down 20mm dia wheeled            160.60    No.    803.00
                stop tap of brass including necessary sockets /
                union nut complete.            [Spec.No Bd.V 9.
                Page No.555]

                ITEM NO.61

60   73   5     Providing & fixing screw down 25mm dia wheeled            204.90    No.   1024.50
                stop tap of brass including necessary sockets /
                union nut complete             [Spec.No Bd.V 9.
                Page No.555]




                                                                                           Abs-Page 242
                ITEM NO.62

61   74    5    Providing & fixing screw down 32mm dia wheeled            282.40    No.   1412.00
                stop tap of brass including necessary sockets /
                union nut complete            [Spec.No Bd.V 9.
                Page No.555]

                ITEM NO.63

62   75   10    Providing & fixing half turn 25 mm gun metal              337.80    No.   3378.00
                flushing cock including all accessories etc. complete
                Spec.NO.:As directed by engineer-in-charge.


                ITEM NO.64

63   76    6    Providing and fixing 10 cm C.I. Nahani Trap               465.15    No.   2790.90
                including C.I. grating bend and piece of C.I. pipe up
                to the out side face of the wall complete.
                [Spec.No. Bd.V.32 Page No.567]

                ITEM NO.65

64   77   11    Providing & fixing 15cm × 10cm salt glazed                614.65    No.   6761.15
                stoneware gully trap in cement concrete 1:4:8
                outside the building including cast iron grating in the
                sink, connecting glazed stoneware pipe, bricks
                masonry chamber with cast iron lid & cast iron
                grating for the gully trap.                 [Spec.No.
                Bd.V.38 Page No.572]

                ITEM NO.66

65   78   30    Providing & laying 100mm dia salt glazed stoneware        166.15    Rmt   4984.50
                pipe including fittings such as bends, tees, single
                junction, double junction laying, jointing (including
                excavation & refilling the trenches ) complete.
                [Spec.No. Bd.V.39 Page No.573]

                ITEM NO.67

66   79   100   Providing & laying concrete pipes of I.S. N.P. class      299.05    Rmt   29905.00
                of 150mm dia in proper line, level & slope including
                necessary collars, excavation, laying, fixing with
                collars in cement mortar 1:1 & refilling the trench
                complete.                                 [Spec.No.
                Bd.V.41 Page No.573]

                ITEM NO.68

67   80   100   Providing & laying concrete pipes of I.S. N.P. class      337.80    Rmt   33780.00
                of 225mm dia in proper line, level & slope including
                necessary collars, excavation, laying, fixing with
                collars in cement mortar 1:1 & refilling the trench
                complete.                                 [Spec.No.
                Bd.V.41 Page No.573 ]

                ITEM NO.69

68   81   15    Providing & constructing Brick Masonry Inspection         2464.20   No.   36963.00
                Chamber 60 mm x 45 mm x 90 mm including 1:4:8
                cement concrete foundation 1:2:4 cement concrete
                channels half round G.S.W. pipes, Brick masonry,
                plastering from inside and with frame fixed in
                cement concrete complete with R.C.C. cover.
                [Spec.No. Bd.V.43 Page No.574]




                                                                                           Abs-Page 243
                  ITEM NO.70

69   82    10     Providing & constructing Brick Masonry Inspection         2979.20   No.     29792.00
                  Chamber 90 mm x 45 mm x 90 mm including 1:4:8
                  cement concrete foundation 1:2:4 cement concrete
                  channels half round G.S.W. pipes, Brick masonry,
                  plastering from inside and with frame fixed in
                  cement concrete complete with R.C.C. cover.
                  [Spec.No. Bd.V.43 Page No.574]

                  ITEM NO.71

70   83     2     Providing & constructing Brick Masonry Inspection         3571.70   No.      7143.40
                  Chamber 90 mm x 45 mm x 60mm including 1:4:8
                  cement concrete foundation 1:2:4 cement concrete
                  channels half round G.S.W. pipes, Brick masonry,
                  plastering from inside and with frame fixed in
                  cement concrete complete with R.C.C. cover.
                  [Spec.No. Bd.V.44 Page No.575]

                  ITEM NO.72

71   84    15     Providing and fixing 450mm × 550mm size                   443.00    No.      6645.00
                  superior type belgium mirror with 16mm dia.nickel
                  plated towel rod etc. complete Spec.: As directed
                  by Engineer-in-charge.
                  ITEM NO.73

72   85    13     Providing and fixing chromium plated towel rod etc.        90.80    No.      1180.40
                  complete         Spec.: As directed by Engineer-in-
                  charge.
                  ITEM NO.74

73   86   1000    Providing and fixing H.D.P. container one piece            7.75     Litre    7750.00
                  moulded water tank made out of low density
                  polythyler & built corrugation inclusive of delivery up
                  to destination housting fixing of acccessories such
                  as inlet ,outlet overflow pipe inclusive of all Tanks
                  Capisity above 200 to 1000 lit.              Spec.: As
                  directed by Engineer-in-charge.

                  ITEM NO.75

74   87   15000 Providing and fixing H.D.P. container one piece              7.10     Litre   106500.00
                moulded water tank made out of low density
                polythyler & built corrugation inclusive of delivery up
                to destination housting fixing of acccessories such
                as inlet ,outlet overflow pipe inclusive of all Tanks
                Capisity above 1000 to 20000 lit.                Spec.:
                As directed by Engineer-in-charge.




                                                                                               Abs-Page 244
                  ITEM NO.76

75    88     2    Providing and fixing Hume Pipe Septic Tank 900           8627.45   No.   17254.90
                  mm dia. With vent pipe and cowl. Including
                  necessary excavation and laying in position
                  complete       [Spec.No. Bd.V.45 Page No.575]

                  ITEM NO.77

76    89     2    Providing soak pit of size 120cm ×120cm × 120cm          476.25    No.    952.50
                  including excavation & filling with bricks – bats
                  comple      [Spec.No. Bd.V.46 Page No.576]

ari               ITEM NO.78

77    90    20    Providing and fixing P.V.C. R.ain water Pipe of 110      299.05    Rmt   5981.00
                  mm outer diameter and having wall thickness of 2.2
                  to 2.7 mm conferming to IS. 13592-1992 including
                  proper rain water receving recess with P.V.C. plug
                  bend, necessary fittings such as offsets, shoes
                  including fixing the pipe on wall using approved
                  wooden cleats projecting 25 mm to 40 mm from face
                  of wall and fixing with clips of approved quality and
                  number,filling the joints using rubber gasket with
                  solvent cement and properly resting the shoe of pipe
                  on C.C.or masonry blocks , including necessary
                  scaffolding ,and maintaince for 3 years for any
                  leakeges or dislocation of pipes. All the PVC. fitting
                  and additional two pieces socket clips shall be got
                  approved from Engineer-in- charge etc. complete
                  (The cotractors bond for payment) a)

                  ITEM NO.79

78    1    67.08 Excavation for foundation in earth, soil of all types      82.50    Cum   5534.10
                 sand, gravel and soft murum, including removing the
                 excavated materials up to a distance of 50m.
                 beyond the building area & stackinh and spreading
                 as directed, dewatering, preparing the bed for the
                 foundation and necessary back filling , ramming,
                 watering including and strutting etc. complete.( lift
                 upto 1.5 m.)       [Spec.No Bd.A.1 Page No.259]

                  ITEM NO.80

79    6    22.36 Providing and laying in situ cement concrete 1:4:8        2383.85   Cum   53302.89
                 of trap / granite / qquartzite / gness metal for
                 foundation and bedding including bailing out water,
                 formwork, compacting and curing complete.
                 [Spec.No Bd.E.1 Page No.287]




                                                                                            Abs-Page 245
                  ITEM NO.81

80   91   223.59 Providing & laying cement concrete 50mm thick with          234.70    No.   52476.57
                 1:2:4 cement concrete laid to proper level & slope in
                 alternate bays, including compaction, filling joints,
                 marking line to give appearance of tiles of 30cm
                 ×30cm or other size laid diagonally / square etc.
                 finishing smooth (with extra cement ) in any color as
                 directed & curing complete.       [Spec.No Bd.M.7
                 Page No.383]

                  ITEM NO.82

81   92   239.6 Providing & fixing heavy duty inter locked concrete          676.10    Sqm   161993.56
                paving block of 60mm thickness of having a strength
                of 300kg/ sqm cement mortar including cement float
                skirting joints curing and cleaning etc. complete.
                Spec.: As directed by Engineer-in-charge.


                  ITEM NO.83

82   93    18.9   Providing and fixing shutter to wall cupboard made         1312.40   Sqm   24804.36
                  from 19 mm thick TW/ particle board one face with
                  approved coloured laminated face, 1 mm to 1.50
                  mm thick bonded with phenol for made hyde
                  synthetic resin B.W.P. grade including lipping
                  beading iron oxidised fixtures and fastening and oil
                  primer coat etc. complete.(excluding cupboard
                  frame)      Spec.: As directed by Engineer-in-
                  charge.

                  ITEM NO.84

83   94    37.8   Providing 30 mm thick partition of polished Black          492.85    Sqm   18629.73
                  Kadappa stone slabs of approved shapes, quality
                  and colour for urinals, including cutting holes of
                  required size in the appropriate places to receive
                  pipes etc. fixing in cement mortar 1:3 curing and
                  cleaning complete.       [Spec.No Bd.M.35 Page
                  No.393]
                  ITEM NO.85

84   95   185.55 Providing & fixing mild steel grill work for windows        985.70    Sqm   182896.64
                 ventilators etc. 15kg / Sq.m as per drawing including
                 fixtures, necessary welding & painting with one
                 coats of anticorrosive paint & two coats of oil
                 painting complete.          [Spec.No Bd.U.1 Page
                 No.537]

                  ITEM NO.86

85   96    10.8   Providing & fixing mild steel grill railing 15kg / Sq.m    1453.05   Sqm   15692.94
                  with teak wood hand rail of size 75×60mm & sill of
                  75×25mm & newel posts for starcases, including
                  fabricating, fixtures, erecting, painting the grill work
                  with one coat of anticorrosive paint & two of oil
                  painting with approved color & polishing the sill,
                  handrail & the newel post with French polish
                  complete                      [Spec.No Bd. U.2. Page
                  No.537]




                                                                                              Abs-Page 246
                  ITEM NO.87

86   97   107.25 Providing and fixing in positionanodised ( as per I.S.        2680.15   Sqm    287446.09
                 1868/1982) alluminium sliding window of two tracks
                 with rectangular pipe 95× 38.10× 0.9 mmat weight
                 0.637 kg/Rmt and window frame bottom track
                 section 92× 31.75 ×1.30mm at weight 1.070
                 kg/Rmt. top and side track section 92 ×31.75×
                 1.30mm at weight 0.933 kg/RMT. the shutter should
                 be of bearing 40 ×18 ×1.25mm at weight 0.417 kg/
                 Rmt inter locking section 40× 18 ×1.25mm at
                 weight 0.469 kg/Rmt and handle section 52× 18
                 ×1.13 mm at 0.488kg/ Rmt and top section 40× 18×
                 1.25 mmat weight 0.417 kg/rmt. as per detailed
                 drawing and as directed by Engineer-in-charge with
                 all necessary alluminium sections fixture and
                 fastenings such as roller bearing in nylon casing and
                 self locking catch fitted in vertical section of shutter
                 including 5mm thick plain glass with all required
                 screws and nuts etc.complete           As directed by
                 Engineer-in-charge. (without box and without
                 powder coating        )       Spec.: As directed by
                 Engineer-in-charge.

                  ITEM NO.88
87   98    41.1   Providing & laying M-15 of trap / granite / quartzite /        4683.6 Cum     192495.96
                  gness metal for cast in situ piers, abutment, returns,
                  wings, etc. including compacting by vibrating and
                  curing complete. ( excluding finishing with cement
                  plaster) including formwork and bailling out of water
                  ( upto 4m. height).           [Spec.No. BR 27. Page
                  No 127 and BR 7 Page No. 38

88   99    1.28   Providing structural steel work in trusses, other similar    56835.55 MT      72749.50
                  trusses purlins and member with all bracing, gusset
                  plates etc.as per detailed design and drawing including
                  fixing in position without connecting plates, braces etc.
                  and one coat of anticorrosive paint and over it 2 coats of
                  oil painting complete.



                                                                                               13206928.80
                                                                               Say Rs.         13206929.00




                                                                                                 Abs-Page 247
      NAME OF WORK - :CONSTRUCTION OF ASHRAMSHALA CAMPUS AT GOHE,
                         TAL. AMBEGAON DIST. PUNE

                          RECAPITULATION SHEET



Estimated Cost                                                 Rs    3248847.00

                                                               Rs 13233178.00

                                                 Sub Total    Rs. 16482025.00


Add for contingencies                                4.00%     Rs     659281.00

Add for computerisation charges                      2.00%     Rs     329641.00

                                                               Rs 17470947.00

Add for electrification                             13.00%     Rs    2142663.00

Add for external water supply                        8.00%     Rs    1318562.00

                                                      Total Rs      20932172.00

                                                         Say Rs 20932172.00




Deputy Engineer                                     Executive Engineer
Tribal Road Project Sub-Divn. Narayangaon        P.W. ( North ) Division, Pune




                                                                      Abs-Page 248
                                         ANNEXURE-I
          Enclosure to Public Works Department Circular No. GEN -1090/Cr-12/BLDg.2 , Dated 20-4-1990

         CHECK LIST FOR          ACCORDING       TECHNICAL        SANCTION     TO   BUILDING   PROJECT
                NAME OF WORK:- CONSTRUCTION OF RESIDENTIAL SCHOOL BUILDING
              FOR DEPARTMENT OF SOCIAL JUSTICE AT Peth TALUKA Ambegaon DIST. PUNE

A]     Sanction from Competent Authority :

1.1 Whether work is administratively approved                      Yes



                                                                Rs
1.2 If yes, give the particular date & amount of the Administrative 44211800/-
    Approval                                                    Dtd 17/02/2007



                                                              Deposit Contribution Work
2.1 If the work is budgetted then item No. and budget provision
    be given



                                                             Yes
2.2 If deposit work, whether competent authority has approached
    taking it up and whether funds are deposited with P.W.D.



                                                                 R.C.C. G+2 Building
     3 Describe the scope in brief of Administratively approved work
       and work now proposed



                                                                 Yes
     4 Whether the site plan is approved by Architect & user Deptt.



     5 Whether layout plan is approved type plan                   Yes

     6 Is the estimate based on the approved type plan             Yes



     7 If the plans are not as per type plan whether approval of theYes
       user department and scrutinising committee is taken and the
       detailed plans are prepared by the Architect.



8.1 Whether sanction under MRTP Act, D.C. rules, N.A. permi-Yes
    ssion, other rules and regulations from local planning autho-
    rities I.e. EMRDA, municipal council / corporation CIDCO /
    Gram panchayat/Police Department/Indian Aviation Deptt is
    received.Is the sanction is signed by the concerned authori-
    ties in token of acceptance or confirmed by butter is obtained

8.2 If the sanction is not received and the proposal is returned question does not arise
    with remarks the compliance of such remarks be attached :



8.3 If the sanction is conditional, whether the conditions are     question does not arise
    complied ?

     9 whether sanction of the competent authority is obtained for question does not arise
       dismantling the existing structure, if any ?
                                                                question does not arise
 10 Does the site require cutting of the trees and whether permi-
    ssion is obtained from competent authority for cutting ?

 11 What arrangement is proposed for drinking water ?          Grampanchayat
    a) Through city water supply of local authority
    b) Open well
    c) Bore well
 12 In case the drinking water is to be made available through Grampanchayat
    local water supply scheme, whether the local authority such
    as corporation / Municipal Corporation / MWSSB / Gram
    panchayat / Z.P.agreed to supply water ?

 13 In case of supply through open well or bore well whether     question does not arise
    adequacy of quantity and potability is ascertained ?

 14 Is the Electric supply for construction purpose at site      yes
    available ?

 15 Whether Ps and Es & drawings are signed by the competentyes
    Technical & Admn. Authorities ?

B] Materials :

  1 Is the quarry chart for the required construction materials Yes
    enclosed ?

  2 Are the various construction materials at the proposed       Yes
    quarries available in enough quantity ? If not then adequate
    lead to be considered.

  3 Is the material of construction available conveniently with Yes
    shorter lead?If no,whether adequate provision in the estimate
    is made by suitably changing the rate of the respective items?


                                                                 question does not arise
  4 In case of non-availability of conventional construction mate-
    rials whether use of locally available material /prefabricated
    material is examined ? Details should be given.

                                                                  question does not arise
  5 Does the locally available material fuifil the required standards
    and in case they do not fulfil the standards, whether any
    substitute material even at higher cost is proposed? (For
    example wood being not available particle board doors,in lied
    of bad bricks use of hollow or solid c.c. blocks etc. )

C] Specifications Adopted :

  1 Do the specifications of various items confirm to the specifi-Yes
    cations proposed by the Architect in the drawing ?

                                                                  question does not arise
  2 If not give details and justification for making deviation from
    the Architect's specification.

  3 In case items for which no specifications are available in  Yes
    standard specification book whether specifications for such
    items have been prepared and considered while preparing the
    rate analysis ?
D] Provisions made in the Estimate :
  1 Is the land available with the Deptt. Or whether the land is With User Deptt.
    required to be aquired ?



  2 In case land is to be acquired whether provision of the land question does not arise
    acquisition made in the estimate? Are the land rates certified
    by the revenue authority ?

                                                                  question does not arise
  3 If the site is situated in forest land whether permission under
    forest conservation act is obtained and whether provision for
    reforestation has been made in the estimate based on appro-
    ved rates of forest deptt.

  4 If separate provision for fire fighting equipment is necessaryyes
    whether adequate provision is made ?

  5 Whether suitable provision is made for land development inquestion does not arise
    the estimate ?

                                                                 q
  6 Is the provision of dismantling the existing structure made in uestion does not arise
    the estimate ?

  7 Are any occupants in existing structure required to be         question does not arise
    shifted ?If so what is the arrangement envisagede in the
    provision made in the estimate.

  8 Are there any existing service lines such as electric line etc. question does not arise
    which need shifting ? Are the service lines marked on the
    layout plan ?

                                                                  q
  9 Are the estimate for shifting of service line obtained from the uestion does not arise
    respective agency, such as M.S.E.B., Municipal authorities
    etc. ?

 10 In case site requires shifting of service lines, whether the   question does not arise
    concurrence of the respective agency is obtained ?

 11 Have the respective agencies agreed to carryout the work ofquestion does not arise
    service lines shifting and whether they have given any time
    schedule for this purpose ?

 12 Is the site approachable from the nearest public road and      yes
    whether adequate provision for approach road to the site
    made in the estimate ?

 13 Whether necessary additional provision for seismic zone , Yes
    coastal region is made ?

 14 Is the structure located in the expansive soil area & whetherNo
    special provision for foundation and superstructure is made ?

 15 Is proper provision made for drainage of the site ?            Yes

 16 Is the building designed for future expansion ? If so, the     No
    details may be furnished .

 17 Is there any special requirement of the building such as       No
       basement, split air conditioning etc.?Are the provisions
       technically adequate ?

 18 Who will be executing the job of ?
    a) External water supply                                        P.W.D.
    b) External drainage arrangement

 19 In case the external water supply and external drainage   question does not arise
    arrangement is to be executed by M.W.S.S.B.,whether
    concurrence for execution and detailed P & E are obtained
    from the Board ?

 20 State the proposed no. of expansion joints in the building ? 1

 21 Is the antitermite treatment necessary and if so,whether        Yes
    adequate provision is made ?

 22 Is adequate provision made for material for plinth filling ? Yes



 23 Is the provision of water proofing treatment made whereverYes
    necessary ?

 24 Is the statement giving list of sub estimate provided in the yes
    A.A. and now submitted for technical sanction attached as
    per the proformas enclosed ?
E] Foundation

     1 State the no. of trial pits taken                            4 No.

     2 Have the location of trial pits and details marked on the siteyes
       plan ?

     3 What value of S.B.C. is taken for foundation design with ref.30 T/ Sqm
       to foundation strata ?

     4 How is the S.B.C. accessed ?

       a) By experience                                             yes
       b) On the basis of PWD hand book
       c) On actual plate bearing and other tests

     5 Is any test for soil classification conducted ? If not reasons H.R. available
       for the same.

                                                                       H
     6 Is the frec swelling pressure test conducted to check whether .R. available
       the soil is expansive if so reasons for not conducting the test

     7 What type of foundation is proposed ?
       a) Load bearing
       b) R.C.C. Column with footing                                 R.C.C. Column with footing
       c) Under reamed piles
       d) R.C.C. board piles

     8 Are the detailed calculations done to decide the sizes of
       footing ?

F]     Quantity Evaluation :
  1 Are the R.C.C. quantities I.e. concrete and steel based on    By Thumb Rule
    detailed approved design? Is the Govt. circular or are the as per Govt. Circular
    detailed R.C.C. design available in the designs circle or other
    P.W. divisions ?

  2 In case detailed designs are not available whether preliminaryNo
    calculations are done for fixing the sizes of R.C.C. members?
    Are such calculations attached with estimate ?

  3 What quantity is taken for steel ?
    a) For slab                                                  67Kg Per Cum
    b) For beams                                                 200Kg Per Cum
    c) For columns                                               200Kg Per Cum

  4 What is the plinth level and general ground level ?          75 cm

  5 Are there any special requirements of fixing plinth level?   No

  6 Is H.F.L. in nearabout streams/areas taken into account      NA
    while fixing plinth level ?

  7 Does the site condition require adoption of stepping in foun- A N
    dation and plinth level for part of the building ? If so details
    any be furnished.

G] Provision of rates :

  1 State the year of C.S.R. on which the estimate is based      2006-07

  2 In case there are non-csr items, state the serial numbers of 28, 46, 89,& 90
    such non csr items.

  3 Is the rate analysis for non csr items attached with estimate?Yes

                                                                  H
  4 Whether any special rates are proposed due to non-avaibility illy Area
    of (e.g. the site being in hilly and remote place without any
    proper access )

  5 Whether proper accounting is made for difference in CSR      NA
    rates and issue rates of Schedule "A' materials ?
H] Certificates

  1 Are the following required certificates enclosed ?
    a) Non-submergence certificate                               yes
    b) Physical norms as per the standards laid down by          yes
      the Government
    c) Estimate as per I.S.I. Specifications                     yes
    d) Technical scrutiny                                        yes
    e) Architectural scrutiny                                    yes




                          ( Shri C.R. More )                                       ( Smt. R.M.Pathan )
                  Sub-Divisional Engineer                                     Executive Engineer
            National Highway Sub Division No.62                            P. W. (Building) Division
Narayangaon   Pune. 411 003.
UILDING
DIST. PUNE
              NAME OF WORK :- CONSTRUCTION OF ASHRAMSHALA CAMPUS AT GOHE
                                 TAL. AMBEGAON DIST. PUNE.

                                               CLUBBING STATEMENT

Sr.                       Item                        Sub Super Total            Rate      Amount
No.                                                 structur struct Qty(3+
                                                        e     ure     4)
 1                          2                          3        4        5         6           7
     1   Ex.For Foundation in soil                  104.35   0         104.35     82.5      8608.88
     2   Ex.For Foundation in H.M.                  128.45   0         128.45     93.5      12010.08
     3   Ex.For Foundation in H.M.B.                176.61   0         176.61    104.5      18455.75
     4   Ex.For Foundation in S.R.                   48.17   0         48.17      231       11127.27
     5   Ex.For Foundation in H.R.                     5     0           5       459.6      2298.00
     6   P/L C.C. 1:4:8                             205.56   0         205.56   2383.85    490024.21
     7   Plastic cover blocks (slab)                 71.05 289.81      360.86     4.05      1461.48
     8   Providing and casting in situ cement        87.45      0      87.45     3893.4    340477.83
     9   Providing and of trap / granite /
         concrete M-20fixing Plastic Cover           30.12      0      30.12      11.1       334.33
 10 Providing and casting in situ cement             54.94      0      54.94     4987.9    274035.23
 11 Providing and casting in situ cement             71.05      0      71.05     5066.1    359946.41
 12                                 granite
         concrete M-20 of trap /class /Burnt
         Providing second                            33.23      0      33.23     2576.2     85607.13
 13      masonry with conventional / LS. with
         Filling in plinth and floors                188.03     0      188.03     35.2      6618.66
 14      approved excavated materials in with
         Filling in plinth and floors                792.37     0      792.37    204.9     162356.61
 15      contractor's soil,/ sand or murum in /
         Providing dry        trap / quartzite       223.59     0      223.59    740.75    165624.29
 16      gness rubble stone soiling in 15cm
         Providing              preconctructional    1502.2     0      1502.2    39.55      59412.01
 17      Providing preconctructional
         antitermite treatment by treating the       223.59     0      223.59     74.4      16635.10
 18      Providing and placing in position           71.05    136.09   207.14     17.7      3666.38
 19      Providing and fixing in position TMT        26.09    63.29    89.38    46980.25   4199094.75
 20      Providing and casting in situ cement          0      64.94    64.94     4987.9    323914.23
 21      Providing second class Burnt                  0      361.17   361.17    2664.8    962445.82
 22      Providing second class Burnt Brick            0      187.63   187.63    396.7      74432.82
 23      Providing and casting in situ cement          0      136.09   136.09    5066.1    689445.55
 24      Providing and casting in situ cement          0      11.27    11.27     5606.9     63189.76
 25      Providing and casting in situ cement          0       9.53     9.53     5861.6     55861.05
 26      Providing and casting in situ cement          0      289.81   289.81   5496.15    1592839.23
 27      Providing and casting in situ cement          0       0.89     0.89    4327.75     3851.70
 28      Providing and fixing Fan hook box of          0       100      100       176       17600.00
 29      Providing and fixing chicken mesh             0      399.8    399.8      34.9      13953.02
 30      Providing internal cement plaster 12          0      1218.7   1218.7    92.65     112912.56
 31      Providing internal cement plaster 20          0      1701.7   1701.7    137.4     233813.58
 32      Providing sand faced plaster                  0      1077.7   1077.7    226.2     243775.74
 33      Providing & fixing on walls / ceiling /       0       120      120      160.6      19272.00
 34      Providing & fixing on walls / ceiling /       0       10       10       177.2      1772.00
 35      Providing & fixing on walls / ceiling /       0       100      100      238.1      23810.00
 36      Providing & fixing on walls / ceiling /       0       10       10       293.5      2935.00
 37      Providing and fixing on walls /               0       10       10       127.35     1273.50
 38      Providing and fixing on walls /               0       10       10       166.15     1661.50
 39      Providing and fixing on walls /               0       50       50       210.45     10522.50
 40      Providing and fixing on walls /               0       50       50       238.1      11905.00
 41 Providing , laying & fixing P.V.C. soil    0    50       50      287.95     14397.50
 42 Providing , laying & fixing P.V.C. soil    0    50       50      431.95     21597.50
 43 Providing & laying polished kotah          0   1384.5   1384.5    592.4    820177.80
 44 Providing and laying polished              0    47       47      646.85     30401.95
 45 Providing Machine polishing to kotah       0   1431.5   1431.5    265.8    380492.70
 46 Providing Machine polishing to kotah       0   614.2    614.2     24.35     14955.77
 47 Providing sill of polished kotah stone     0   24.06    24.06     608.1     14630.89
 48 Providing & laying polished Kotah          0   102.13   102.13   608.55     62151.21
 49   Providing & fixing ceramic tiles (       0   57.66    57.66    760.45     43847.55
 50   Providing & fixing ceramic tiles of      0   11.88    11.88    757.15     8994.94
 51   Providing & laying ceramic tiles(laser   0   122.95   122.95   805.85     99079.26
52    Proving and laying ceramic tiles of      0    32.4     32.4     828       26827.20
 53   Providing and fixing frame               0   1.292    1.292    60912.5    78698.95
 54   Providing and fixing the country cut     0    4.32     4.32    2735.55    11817.58
 55   Providing & fixing single leaf paneled   0   13.23    13.23    1954.75    25861.34
 56   Providing & fixing double leaf           0   54.72    54.72    2264.85   123932.59
 57   Providing and fixing machine cut         0   13.05    13.05    1218.35    15899.47
 58   Providing and fixing PVC door            0    25.2     25.2    1921.5     48421.80
 59   Providing and fixing in                  0   65.34    65.34    2547.25   166437.32
 60   Providing and fixing in position         0    21.6     21.6    2558.35    55260.36
 61   Providingandfixinginpositionafterhois    0   256.31   256.31   448.55    114967.85
 62   Providing and fixing polycarbonated      0   103.1    103.1     1964     202488.40
 63   Providing and fixing decorative          0   1420.5   1420.5   557.45    791857.73
 64   Providing & laying water proof           0   2181.5   2181.5    461      1005671.50
 65    P/A two coats of water proof cement     0   1077.7   1077.7    29.05     31307.19
 66   paints of approved manufacture & of
      Providing and applying white-wash in     0   1352     1352       4.1      5543.20
 67   two coats on old/new plastered or oil-
      Providing and applying washable          0   2920.4   2920.4     35      102214.00
 68   bound distemper of approved colour
      Providing and fixing colour glazed       0    13       13      2004.6     26059.80
 69   Providing and fixing 1st Basin of 55
      earthenware Wash Hand class white        0     9        9      2713.4     24420.60
 70   glazed earthenware “Orissa Type”
      Providing and fixing European type       0     2        2      2713.4     5426.80
 71   white glazed earthenware couple
      Providing & fixing White glazed          0     8        8      1777.55    14220.40
 72   earthenware lippedmm back /partition
      Providing 25 to 30 flat thick corner     0    6.3      6.3     511.75     3224.03
 73   Providing Black kadappa dia screw
      of polished& fixing 15mm stone           0    15       15       144       2160.00
 74   Providing stop taps of brass
      down bib / & fixing 20mm dia screw       0     5        5      182.75      913.75
 75   down bib / & fixing 25mm dia screw
      Providing stop taps of brass             0     5        5      243.65     1218.25
 76   down bib /& fixing screw down 20mm
      Providing stop taps of brass             0     5        5       160.6      803.00
 77   Providing & stop screw down
      dia wheeled fixingtap of brass 25mm      0     5        5       204.9     1024.50
 78   dia wheeled fixing tap of brass 32mm
      Providing & stop screw down              0     5        5       282.4     1412.00
 79 Providing & fixing half turn 25 mm         0    10       10       337.8     3378.00
 80   Providing and fixing including all
      gun metal flushing cock 10 cm C.I.       0     6        6      465.15     2790.90
 81   Nahani Trap including C.I. 10cm
      Providing & fixing 15cm × gratingsalt    0    11       11      614.65     6761.15
 82   glazed stoneware gully trap india salt
      Providing & laying 100mm                 0    30       30      166.15     4984.50
 83   glazed stoneware pipe including of
      Providing & laying concrete pipes        0    100      100     299.05     29905.00
 84   I.S. N.P. & laying concrete in
      Providingclass of 150mm dia pipes of     0    100      100      337.8     33780.00
 85   Providing & constructing dia in
      I.S. N.P. class of 225mmBrick            0    15       15      2464.2     36963.00
 86 Providing & constructing Brick             0    10       10      2979.2     29792.00
 87 Providing & constructing Brick             0     2        2      3571.7     7143.40
 88 Providing and fixing 450mm ×               0    15       15       443       6645.00
 89 Providing and fixing chromium plated         0        13       13       90.8       1180.40
 90 Providing and fixing H.D.P. container        0       1000     1000      7.75       7750.00
 91   Providing and fixing H.D.P. container      0       15000    15000      7.1      106500.00
 92   one piece moulded water tank made
      Providing and fixing Hume Pipe             0         2        2      8627.45    17254.90
 93   Septic Tank 900 mm of size 120cm
      Providing soak pit dia. With vent          0         2        2      476.25      952.50
 94   ×120cm ×and fixing P.V.C. R.ain
      Providing 120cm including                  0        20       20      299.05      5981.00
 95 Excavation for foundation in earth,          0       67.08    67.08     82.5       5534.10
 96   Providing and laying in situ cement        0       22.36    22.36    2383.85    53302.89
 97   concrete 1:4:8 of trap / granite /
      Providing & laying cement concrete         0       223.59   223.59    234.7     52476.57
 98   50mm thick with 1:2:4 cement inter
      Providing & fixing heavy duty              0       239.6    239.6     676.1     161993.56
 99   Providing and fixing shutter of wall
      locked concrete paving block to            0        18.9     18.9    1312.4     24804.36
100   cupboard mademm thickmm thick of
      Providing 30 from 19 partition             0        37.8     37.8    492.85     18629.73
101   polished Black Kadappa stone slabs
      Providing & fixing mild steel grill work   0       185.55   185.55    985.7     182896.64
102   for windows fixing mild 15kg
      Providing &ventilators etc. steel /grill   0        10.8     10.8    1453.05    15692.94
102   railing 15kg / Sq.m with teak wood in
      Providing       and        fixing          0       107.25   107.25   2680.15    287446.09
104                           per of
      positionanodised ( asM-10I.S. trap /
      Providing & laying                         0        41.1     41.1    4683.6     192495.96
105    Providing structural steel metal for
      granite / quartzite / gnesswork in             0     1.28     1.28   56835.55 72749.504
      trusses, other similar trusses purlins                               Total=    16447581.65
kaMmaacoa naava : maaoojaoo gaaoho ta.AaMbaogava ijalha PauNao. Yaoqao Saasa
                       sava-saaqarNa vaNa-na
Pa`stavanaa :gaaoho AaMbaogaava talau@yaatIla piSma BaagaatIla AaidvaasaI p+ya
          rs%yaacao ik.maI. 48 ]javya baajausa vasalaolao gaava Asauna toqao hI Saa
        BaaOgaaoilak dRYTyaa ho gaava duga-ma Baagaat Asauna Aasapasa 15ik.m
        AaEamaSaaLoot iSaxaNaasaazI yaotat.yaoqao ^[ya%ta 10 vaI pya-MMMt SaaL
          ta%pur%yaa sva$pat ]plabQa Asalyaanao puroSaa p`maaNaoat nasalyaanao
        pavasaacao p`maaNa sarasarI 6000 maImaI.[tko Aaho %yaamauLo pavasaaL
        kzINa p`saMgaalaa saamaaoro jaavao laagato va pirNaamaI tooqaIla vyavaqya
        Asalaolyaa SaOxaiNak saMkulaamauLo yaa BaagaatIla AaidvaasaI janatocaI s
            madt haoNaar Aaho yaa SaaLot 350 ivaVaqaI- iSaxaNa Gaot Aahot.
pa`iQakar     : 1 Saasana inaNa-ya 31/3/09 nausaar sadr kamaasa AaidvaasaI ivaBaaga
            mhNauna vaga- krNaot Aalaolao Aahot . Aqa-saMklp iDsaoMbar 2008 baaba
          2 Saasana inaNa-ya Saa.A. baaMQakama 2009Àp`Ë.73À ka 13 id / 31 /3 / 2
jaagaocaI]plabQata : Saasanaacyaa AaidvaasaI ivaBaagaacaI AaEamaSaaLocaI 4 ho@
             sadirlaa jaagaa gaaoho AaEamaSaaLocyaa tabyaat Aaho.
baaMQakamaacaa tpiSala :]pmau#ya vaastuSaas~& puNao yaaMnaI tyaar kolaolyaa na
           Aaho. tLmajalaa Aar.saI.saI.baaMQakama 1921.93caOa.maI. P`astaivat Aaho
           AMdaja p~kamaQyao mau#ya [maartImaQaIla vaga- Kaolyaa 1to10 va3 p`yaa
            kaoT-yaaD- ga`qaaMlaya yaaMcaa samavaoSa Aaho.
          1 vaga-KaolyaacaI sa[-ja 9.15× 6.50]pmau#ya vaastuSaas~ nakaSaap`maaNa
        2 saMpuNa- Aar.saI.saI. baaMQakama ema 20 maQyao p`staivat Aaho.
        3 payaa Aaopna fa}MDoSana var p`staivat Aaho.
        4 jaaoto laovhla ]McaI 0.60 maI. P`astaivat Aaho.
          5 frSaI : pa^laISa kaoTa sTaona p`staivat Aaho. P`asaaQanagaRkirta isar^ima
                      yaaD-saazI povhIga blaak p`staivat Aaho.
          6 drvaajao : saagavaana laakDamaQyao mau#ya va [tr drvaajao p`staivat Aah
                        maaba-la Íoma va pI.vhI.saI.drvaajao p`staivat Aahot .
          7 KID@yaa : laaoKMDI iKD@yaa kacaosaiht p`staivat Aahot.
          8 poTIMga : Aatuna iDsToMpr va baaho$na isamaoMT poMT p`staivat Aaho
          9 CtasaazI Aar.saI.saI. sla^aba vaa^Tr p`uifMga sah p`staivat Aahot.
          10 PlaasTr : baaho$na sa^ND fosa PlasTr va Aatna ina$ ifinaSasah PlaasTr p
          11 ka^lama va ibama Aar.saI.saI. iDJaa[na p`maaNao p`staivat Aahot .
        12AMtga-t paNaI purvaza saazI jaI Aaya pa[p p`staivat Aaho.
      gaaONa tpiSala : svaatM~pNao jaaoDlaa Aaho.
      drsaucaI va ikMmat : puNao p`adoiSak ivaBaagaacyaa 2008-09 cyaa drsaucaIv
       ikMmat $ 209.32 laxa p`staivat Aaho.AaidvaasaI xao~akrIta 10 T@ko ja


           svaaxairt                                  svaaxairt
           ]p AiBayaMta                             kaya-karI AIBayaMta
saa.baa. ]pivaBaaga   saa.baa.]%tr vaBaaga
GaaoDogaava               puNao
ogava ijalha PauNao. Yaoqao SaasakIya AaEamaSaaLa mau#ya [maart saMkula baaMQakamaM krNao

a piSma BaagaatIla AaidvaasaI p+yaatIla maMcar iBamaaSaMkr
 laolao gaava Asauna toqao hI SaasakIya AaEamaSaaLa Aaho.
a Baagaat Asauna Aasapasa 15ik.maI. pirsaratIla maulao yaoqaIla
 qao ^[ya%ta 10 vaI pya-MMMt SaaLa Aaho prMtu SaaLosaazI vaga-Kaolyaa
puroSaa p`maaNaoat nasalyaanao ivaVaqaa-caI gaOrsaaoya haoto .yaa Baagaat
aI.[tko Aaho %yaamauLo pavasaaLyaat SaaLotIlaa maulaaMnaa va iSaxakaMnaa
 ato va pirNaamaI tooqaIla vyavaqyaovar va maulaaMvar pirNaama haotat. yaoqao maMjaur
a BaagaatIla AaidvaasaI janatocaI saaoya hao]na yaa BaagaacaI p`gatI haoNyaasaazI
VaqaI- iSaxaNa Gaot Aahot.
 sadr kamaasa AaidvaasaI ivaBaagaanao 100.00 laxa Anaamat AMSadot zova
Aqa-saMklp iDsaoMbar 2008 baaba Ë.pana Ë
 a 2009Àp`Ë.73À ka 13 id / 31 /3 / 2009.
 BaagaacaI AaEamaSaaLocaI 4 ho@Tr jaagaa baaMQakamaasaazI ]plabQa Aaho .

& puNao yaaMnaI tyaar kolaolyaa nakaSaanausaar KalaIla p`maaNao trtuid p`staivat
  1921.93caOa.maI. P`astaivat Aaho.
QaIla vaga- Kaolyaa 1to10 va3 p`yaaogaSaaLa tsaoca svacCtagaRh
vaoSa Aaho.
#ya vaastuSaas~ nakaSaap`maaNao p`staivat Aaho.
 a 20 maQyao p`staivat Aaho.


Aaho. P`asaaQanagaRkirta isar^imak Ta[-lsa va kaoT-

mau#ya va [tr drvaajao p`staivat Aahot. P`asaaQanagaRhalaa
vaajao p`staivat Aahot .

na isamaoMT poMT p`staivat Aaho .
fMga sah p`staivat Aahot.
 va Aatna ina$ ifinaSasah PlaasTr p`staivat Aahot.
 p`maaNao p`staivat Aahot .
[p p`staivat Aaho.

aagaacyaa 2008-09 cyaa drsaucaIvar AaQaairt AMdajap~kIya
idvaasaI xao~akrIta 10 T@ko jaada dr p`staivat Aahot.



   kaya-karI AIBayaMta
saa.baa.]%tr vaBaaga
    puNao
saMkula baaMQakamaM krNao




 yaoqao maMjaur
        NAME OF WORK:- CONSTRUCTION OF ASHRAM SHALA CAMPUS AT GOHE
                                   TAL. AMBEGAON DIST. PUNE
                                QUARRY CHART
                          BHIMASHANKAR
                                           AHUPE




                                                                             ASANE
                                 25/400
           A
    Proposed shram
           Shala
                (Site)
                GOHE
                                 25/300

                2/00 KM

                                                    13/00km       GHODEGAON
                                                       0.6        Bricks

    SHEWAL WADI

                          3.00km
    Quarry                                                        MANCHAR
    Rubble&Cr.metal                 0/00                          Cement& Steel

TO PUNE                                    N.H.-52                                        TO NASHIK




                                           Cement&
PARGAON                                    Steel         Manchar 25.3+2.00=27.30km Say 27.00 km
                          18/00 KM
                                           Rubble&
                                                                                  Say
                                           Cr.metal Shewalwadi 3.00+25.4+2.0=30.4km 30.00 km
    Sand quarry
                                           Bricks                                    Say
                                                       Ghodegaon 0.6+12.3+2.0= 15.4 km 15.00 km

                                            Sand        Pargaon                        Say
                                                                    18.0+25.3+2.00=45.30km 45.00 km
Certificate
1)The distance shown in the quarry chart are of minimum distance from site of work.
2)Source of material in the quarry is sufficient for required work.




                                                                  Deputy Engineer
                                                      Tribal Road Project Sub- Division
                                                                  Narayangaon
NAME OF WORK:- CONSTRUCTION OF ASHRAM SHALA CAMPUS AT GOHE
                  TAL. AMBEGAON DIST. PUNE

                                 Lead Statement


                                      Initial
                                                Net
Sr.             Lead       Lead        Lead
No.
      Material                                 Lead      Source      Unit Per.
               in Km.     Charges    Charge
                                              Charges
                                         s

 1        2        3         4          5         6         7           8
      Crushed
2                 30.00   399.90      129.64   270.26   Shewalwadi     Cum
       Metal
3     Sand        45.00   528.71      129.64   399.07    Pargaon       Cum
4     Cement      27.00   261.69       92.60   169.09    Manchar        MT
5     Steel       27.00   261.69        92.6   169.09    Manchar        MT
6     S.M/ H.M.    3.00    87.37        0.00    0.00       local        cum
7     Rubble      30.00   470.47      152.51   317.96    Dimbhe        cum
8     Bricks      15.00   580.72      324.09   256.63   Ghodegaon    1000 Nos.
TO NASHIK
              I N D E X
  NAME OF WORK:- CONSTRUCTION OF RESIDENTIAL SCHOOL BUILDING
FOR DEPT. OF SOCIAL JUSTICE AT PETH TALUKA AMBEGAON, DISTRICT PUNE


SR. No.           PARTICULARS                PAGE NO.
                                      FROM              TO

  1)      CERTIFICATE




  2)      GENERAL REPORT




  3)      FACE SHEET




  4)      GENERAL ABSTRACT




  5)      DETAILED ABSTRACT




  6)      MEASUREMENTS




  7)      RATE ANALYSIS




  8)      LEAD STATEMENT




  9)      QUARRY CHART


  10)     DRAWINGS

								
To top