estimate - ATDC by huangyuarong

VIEWS: 3 PAGES: 125

									     ITEM
                                 DESCRIPTION                            UNIT    QUANTITY
     CODE
                                ESTIMATE
     OF CIVIL WORK FOR THE CONSTRUCTION OF THE PROPOSED BUILDING OF
    APPAREL TRAINING & DESIGN CENTER AT INDUSTRIAL AREA , PATALIPUTRA ,
                                 PATNA.
              RATE AS PER D.S.R 2012                                           COMPUND & GUARD ROOM
     ITEM
                                 DESCRIPTION                            UNIT    QUANTITY
     CODE
              SECTION - I       (EARTH WORK)
1   2.8       Earth work in excavation in foundation trenches or
              drains (not exceeding 1.5 m in width or 10 sqm on
              plan) including dressing of sides and ramming of
              bottoms, lift upto 1.5 m, including getting out the
              excavated soil and disposal of surplus excavated
              soil, lead up to 50 m and lift upto 1.5 m

    2.8.1     All kinds of soil.                                        Cum.      77.00
3   2.27      Supplying and filling in plinth with Local sand under
              floors including, watering, ramming consolidating
              and dressing complete.                                    Cum.      38.00



              ROADS
    16.1      Preparation and consolidation of sub grade with
              power road roller of 8 to 12 tonne capacity after
              excavating earth to an average of 22.5 cm depth,
              dressing to camber and consolidating with road
              roller including making good the undulations etc.
              and re-rolling the sub grade and disposal of surplus
              earth with lead upto 50 metres.
                                                                        Sqm      387.00
    16.3.2    Supplying and stacking Laying, spreading and
    +16.3.3   compacting stone aggregate of specified sizes
    +16.4     to WBM specifications in uniform thickness, hand
              picking, rolling with 3 wheeled road / vibratory roller
              8-10 tonne capacity in stages to
              proper grade and camber, applying and rooming
              requisite type of screening / binding material to fill
              up interstices of coarse aggregate, watering and
              compacting to the required density .
                                                                        Cum.      77.00
    16.6.1    Supplying, stacking and Spreading 6 mm thick red
              bajri, watering and rolling complete including
              preparation of the surface and rolling. With road
              roller/ hand roller                                       Sqm      387.00
              Providing and laying in position specified grade of
              reinforced cement concrete, excluding the cost of
              centering, shuttering, finishing and reinforcement
                1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded
                stone aggregate 20 mm nominal size) with nominal
                reinforcement.                                         Cum.     58.00
6    4.3        Centring and shuttering including strutting, propping
                etc. and removal of form work for
     4.3.1      Foundations, footings, bases of Columns                Sqm.     27.00
37   4.11       Providing and laying damp-proof course 50mm
                thick with cement concrete 1:2:4 (1 Cement : 2
                coarse sand : 4 graded stone aggregate 12.5mm
                nominal size).                                         Sqm.     4.00
9    4.12       Extra for providing and mixing water proofing
                material 'Impermo' or equivalent in cement per 50 kg
                concrete work @ 1 kg per 50kg of cement.              cement    1.25
10   4.13       Applying a coat of residual petroleum bitumen of
                penetration 80/100 of approved quality using 1.7kg
                per square metre on damp proof course after
                cleaning the surface with brushes and finally with a
                piece of cloth lightly soaked in kerosene oil
                                                                       Sqm.     4.00



     SECTION III     (REINFORCED CEMENT CONCRETE)
     5.2     Reinforced cement concrete work in all type of
             work. up to floor five level, excluding cost of
             centering, shuttering, finishing and reinforcement :

     5.2.2      1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded
                stone aggregate 20 mm nominal size)                     Cum.    3.66
12   5.9        Centring and shuttering including strutting, propping
                etc. and removal of form for:removal of form for:

a    5.9.1      Foundations, footings, bases of columns etc. for
                mass concrete.                                          Sqm.    12.00
c    5.9.6      Columns, Pillars, Piers, Abutments, Posts and
                Struts                                                  Sqm.    28.00
g    5.9.16     Edges of slabs and breaks in floors and walls.
     5.9.16.1   Under 20 cms wide                                       Sqm.    2.00
i    5.9.19     Weather shade, Chajjas, corbels etc., including
                edges                                                   Sqm.    2.16
j    5.9.3      Suspended floors, roofs, landings, balconies and
                access platform etc.                                    Sqm.    13.50
k    5.9.5      Lintels, beams, plinth beams, girders, bressumers
                and cantilevers. with water proof ply 12 mm thick
                                                                        Sqm.    20.00
14   5.22       Reinforcement      for   R.C.C.    work    including
                straightening, cutting, bending, placing in position
                and binding all complete .
a    5.22.1     Mild steel and Medium Tensile steel bars                Kg.     50.00
b    5.22.6     Thermo-Mechanically Treated bars.                       Kg.    2456.00



                SECTION - IV      (BRICK WORK)
15   6.1        Brick work with F.P.S. bricks of class designation 75
                in foundation and plinth in :
     6.1.12     Cement mortar 1:6 (1 cement : 6 coarse sand)            Cum.   3.38
16   6.4        Brick work in superstructure above plinth level upto
                floor V level                                           Cum.   16.00



                SECTION - V (STONE WORK)
20   7.36       Wall lining butch work upto 10m height with Dholpur
                stone 40 mm thick rough facing on the exposed
                surface with stone strips of minimum length 300 mm
                and required width, including embedding every
                tenth layer and bottom most layer in masonry or
                concrete after making necessary chases of size
                75x75 mm and by providing layer of 75 mm thick
                strips i/c 12 mm thick bed of cement mortar 1:3 (1
                Cement : 3 coarse sand) i/c ruled pointing in
                cement mortar 1:2 (1 white cement : 2 stone dust)
                with an admixture of pigment to match the shade of
                stone complete as per direction of Engineer-in-
                charge. (Guard Room 2 No.External surface)
                                                                        Sqm.   39.45
21   7.38       Stone tile work for wall lining upto 10m height with
                special adhesive like araldite or equivalent over
                12mm thick bed of cement mortar 1:3 (1 Cement : 3
                coarse sand) including pointing in white cement with
                an admixture of pigment to match the stone shade

     7.38.1     8mm thick (mirror polished and machine cut edge)

     7.38.1.1   Granite stone of any colour and shade                   Sqm.   8.50



                SECTION - VI       (MARBLE WORK)
23   8.2        Providing and fixing 18 mm thick gang saw cut,
                mirror polished, Providing and fixing 18 mm thick
                gang saw cut, mirror polished,premoulded and
                prepolished, machine cut for kitchen platforms,
                vanity counters, window sills , facias and similar
                locations of required size, approved shade, colour
                and texture laid over 20 mm thick base cement
                mortar 1:4 (1 cement : 4 coarse sand), joints treated
                with white cement,mixed with matching pigment,
                epoxy touch ups, including rubbing, curing,
                moulding and polishing to edges to give high gloss
                finish etc. complete at all levels.


     8.2.2      Granite of any colour and shade
     8.2.2.2    Area of slab over 0.50 sqm                              Sqm.   0.45
               SECTION - VII      (WOOD WORK)
26   9.1       Providing wood work in frames of doors, windows,
               clerestory windows and other frames, wrought
               framed and fixed in position :
     9.1.8     Sal wood                                                  Cum.   0.08
28   9.21      Providing and fixing ISI marked flush door shutters
               conforming to IS : 2202 (Part I) non-decorative type,
               core of block board construction with frame of 1st
               class hard wood and well matched commercial 3 ply
               veneering with vertical grains or cross bands and
               face veneers on both faces of shutters :

     9.21.1    35 mm thick including ISI marked Stainless Steel
               butt hinges with necessary screws                         Sqm.   3.00
29   9.22.1    Extra for Providing and fixing flush doors with
               decorative veneering instead of non decorative ISI
               marked flush door shutters conforming to IS: 2202
               (Part I) On one side only                                 Sqm.   3.00
30   9.48      Providing and fixing M.S. grills of required pattern in
               frames of windows etc. with M.S. flats, square or
               round bars etc. including priming coatwith approved
               steel primer all complete.

     9.48.2    Fixed to openings /wooden frames with rawl plugs
               screws etc.                                               Kg.    29.00
31   9.81      Providing and fixing bright finished brass handles
               with screws etc. complete :
     9.81.1    125 mm                                                    Each   2.00
37   9.96      Providing and fixing aluminium sliding door bolts ISI
               marked anodised (anodic coating not less than
               grade AC 10 as per IS : 1868) transparent or dyed
               to required colour or shade with nuts and screws
               etc. complete :
     9.96.1    300x16 mm                                                 Each   2.00
38   9.97.     Providing and fixing aluminium tower bolts ISI
               marked anodised ( anodic coating not less than
               grade AC 10 as per IS : 1868 ) transparent or dyed
               to required colour or shade with necessary screws
               etc. complete:
     9.97.1    250x10 mm                                                 Each   2.00
     9.97.3    150x10 mm                                                 Each   2.00
41   9.1       Providing and fixing aluminium handles ISI marked
               anodised (anodic coating not less than grade AC 10
               as per IS : 1868) transparent or dyed to required
               colour or shade with necessary screws etc.
               complete:
     9.100.1   125 mm                                                    Each   4.00
42   9.101     Providing and fixing aluminium hanging floor door
               stopper ISI marked anodised (anodic coating not
               less than grade AC 10 as per IS : 1868)
               transparent or dyed to required colour and shade
               with necessary screws etc. complete.

     9.101.2   Twin rubber stopper                                       Each    2.00



               SECTION - VIII      (STEEL WORK)
48   10.21     Providing and fixing circular cast iron box for ceiling
               fan clamp 140, mm internal dia., 73 mm height, 5
               mm thick rim, bottom and top lid of 1.5mm thick
               M.S.sheet with its top surface hacked for proper
               bonding top lid shall be screwed into the cast iron
               box by means of 3.3mm dia. round headed screws,
               one lock at the corners. Clamp shall be made of
               12mm dia M.S. bar bent to shape as per standard
               drawing.
                                                                         Each    2.00
     10.11     Providing and fixing factory made ISI marked steel
               glazed doors, windows and ventilators, side /top
               /centre hung, with beading and all members such
               as F7D, F4B, K11 B and K12 B etc. complete of
               standard rolled steel sections, joints mitred and
               flash butt welded and sash bars tenoned and
               riveted, including providing and fixing of hinges,
               pivots, including priming coat of approved steel
               primer, but excluding the cost of other fittings,
               complete all as per approved design, (sectional
               weight of only steel members shall be measured for
               payment).

     10.11.1   Fixing with 15x3 mm lugs 10 cm long embedded in
               cement concrete block 15x10x10 cm of C.C. 1:3:6
               (1 Cement : 3 coarse sand : 6 graded stone
               aggregate 20 mm nominal size)                             Kg.    65.00
50   MR        Providing , fixing & febricating M. Steel Gate As per
               Drawing & specified by Architects.at the site
               complet with Primer & Paints.                             Kg.    324.00



               SECTION - IX         (FLOORING)
101 11.72      Providing designation 100 A one brick flat soling
               joints filled with local sand including cost of
               watering, taxes, royalty all complete as per building
               specification and direction of E/l,                       Sqm.    5.50
54   11.13     Cement concrete pavement with 1:2:4 (1 cement : 2
               coarse sand : 4 graded stone aggregate 20mm
               nominal size) including finishing complete
                                                                         Cum.    0.23
56   11.26     Kota stone slab flooring over 20mm (average) thick
               base laid over and jointed with grey cement slurry
               mixed with pigment to match the shade of the slab
               including rubbing and polishing complete with base
               of 1 : 4 ( 1 cement : 4 coarse sand) :

     11.26.1   25 mm thick                                             Sqm.    4.50
57   11.27     Kota stone slabs 25 mm thick in risers of steps,
               skirting, dado and pillars laid on 12 mm (average)
               thick cement mortar 1:3 (1 cement 3 coarse sand)
               and jointed with grey cement slurry mixed with
               pigment to match the shade of the slabs, including
               rubbing and polishing complete.
                                                                       Sqm.    1.80



               SECTION - X           (ROOFING)
66   12.81     Providing and fixing to the inlet mouth of rain water
               pipe cast iron grating 15 cm diametre and weighing
               not less than 440 grams.                                Each    4.00



               SECTION - XI           (FINISHING)
67   13.4      12 mm cement plaster of mix : (Guard Room+
               Internal face of Compound Wall)
     13.4.2    1:6 (1 cement : 6 coarse sand)                          Sqm.   205.00
70   13.16     6mm cement plaster to ceiling of mix:
     13.16.1   1:3 (1 cement : 3 fine sand)                            Sqm.   15.00
72   13.26     Providing and applying plaster of paris putty of 2mm
               thickness over plastered surface to prepare the
               surface even and smooth complete
                                                                       Sqm.   36.90
18     13.4    Distempering with dry distemper of approved brand
               and manufacture (two or more coats) of required
               shade on new work, over and including water
               thinnable priming coat to give an even shade.
                                                                       sqm      220.00
77   13.62     Painting with synthetic enamel paint of approved
               brand and manufacture of required colour to give an
               even shade :
78   13.62.1   Two or more coats on new work over an under coat
               of suitable shade with ordinary paint of approved
               brand and manufacture                                   Sqm.   10.45



               SECTION XII        ( PILE WORK )
80   20.3     Boring, Providing and installing cast in situ single
              under reamed piles of specified diametre and
              length below pile cap in M 25 cement concrete, to
              carry a safe working load not less than specifed,
              excluding the cost of steel reinfrement but including
              the cost of boring with bentonite solution and the
              length of the pile to be embedded in pile cap.
              (Length of pile for payment shall be measured upto
              to the bottom of pile cap).

     20.3.1   300 mm dia. piles                                       Mtr.   32.00
81   20.4     Extra over Item No 23.2.4 for boring, providing and
              installing cast in situ double under reamed piles,
              instead of single under ream of specified diameter
              and length. (Only the quantity of extra bulbs are to
              be paid )                                               Each   8.00



                                    GROSS TOTAL AMOUNT
              RATE    AMOUNT


 THE PROPOSED BUILDING OF
USTRIAL AREA , PATALIPUTRA ,


  COMPUND & GUARD ROOM
              RATE    AMOUNT




                         -


                         -
                         -




                         -




                         -




                         -
-


-




-


-




-
-




-




-

-

-

-

-


-




-
-
-
-

-
-




    -




    -
    -




    -
    -
-




-




-




-


-




-




-
-




-
    -
    -




    -




    -


    -
    -




-




    -
    -




    -
    -




    -
    -




    -

    -




    -




-




    -
    -
-




-
-

-
      ITEM
                                     DESCRIPTION                                 UNIT   QUANTITY      RATE
      CODE

                                            ESTIMATE
OF CIVIL WORK FOR THE CONSTRUCTION OF THE PROPOSED BUILDING OF APPAREL TRAINING & DESIGN CENTER AT
                               INDUSTRIAL AREA , PATALIPUTRA , PATNA.


              RATE AS PER D.S.R 2012                                                              BASEMENT


      ITEM
                                     DESCRIPTION                                 UNIT   QUANTITY      RATE
      CODE
              SECTION - I      (EARTH WORK)
1   2.8       Earth work in excavation in foundation trenches or drains
              (not exceeding 1.5 m in width or 10 sqm on plan) including
              dressing of sides and ramming of bottoms, lift upto 1.5 m,
              including getting out the excavated soil and disposal of
              surplus excavated soil, lead up to 50 m and lift upto 1.5 m

    2.8.1     All kinds of soil.                                                 Cum.    2431.47
2   2.25      Filling available excavated earth (excluding rock) in trenches,
              plinth, sides of foundations etc. in layers not exceeding 20cm
              in depth: consolidating each deposited layer by ramming and
              watering, lead up to 50 m and lift upto 1.5 m
                                                                                 Cum.    2431.47
3   2.27      Supplying and filling in plinth with Local sand under floors
              including, watering, ramming consolidating and dressing
              complete.                                                          Cum.     99.24
4   11.72     Providing designation 100 A one brick flat soling joints filled
    B.S.R12   with local sand including cost of watering, taxes, royalty all
              complete as per building specification and direction of E/l,
                                                                                 Sqm.    559.13
5   2.34      Providing anti-termite pre- construction treatment in pits
              trenches, back fills of earth, plinth and soils along the
              external perimeter of the building, floors etc. so as to make
              all floors of the building fully safe against termites as per
              specifications and direction ( Payment to be made on the
              plinth area of the ground floor of the building - this work will
              be executed by any specialist in this field , who will be
              approved by the Architects & arranged by contractor. The
              contractors will be required to give 10 year legal guarentee
              for this treatment.
                                                                                 Sqm.    495.00


              SECTION - II (CONCRETE WORK)
1   4.1       Providing and laying in position cement concrete of specified
              grade excluding the cost of centring and shuttering - All work
              upto plinth level ( For Floor Bed Before RCC Raft )

a   4.1.5     1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate
              20 mm nominal size)                                                Cum.     83.87
2   4.3       Centring and shuttering including strutting, propping etc. and
              removal of form work for
    4.3.1     Foundations, footings, bases of Columns                            Sqm.     16.00


                    SECTION III        (REINFORCED CEMENT CONCRETE)
1     5.1        Providing and laying in position specified grade of reinforced
                 cement concrete, excluding the cost of centering, shuttering,
                 finishing and reinforcement - All work up to plinth level :
                 (Basement Raft Floor + Roof Beam +Stair case + Ramp
                 Slab)


      5.1.2      1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
                 aggregate 20 mm nominal size)
                                                                                    Cum.    391.90
2     5.2        Reinforced cement concrete work in walls (any thickness),
                 including attached pilasters, buttresses, plinth and string
                 courses, fillets, columns, pillars, piers, abutments, posts and
                 struts etc. up to floor five level, excluding cost of centering,
                 shuttering, finishing and reinforcement : (Columns+
                 Retaining Wall)


      5.2.2      1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
                 aggregate 20 mm nominal size)
                                                                                    Cum.    93.99
3     5.9        Centring and shuttering including strutting, propping etc. and
                 removal of form for:removal of form for:

    a 5.9.1      Foundations, footings, bases of columns etc. for mass
                 concrete.                                                          Sqm.    58.00
    b 5.2.2      Walls (any thickness) including attached pilasters,
                 butteresses, plinth and string courses etc.                        Sqm.    620.00
    c 5.9.6      Columns, Pillars, Piers, Abutments, Posts and Struts               Sqm.    315.00
    d 5.9.7      Stairs, (excluding landings) except spiral-staircases.             Sqm.    36.00
    f 5.9.15     Small lintels not exceeding 1.5m clear span, moulding as in
                 cornices, window sills, string courses, bands,copings, bed
                 plates, anchor blocks and the like.
                                                                                    Sqm.     1.75
    g 5.9.16     Edges of slabs and breaks in floors and walls.
      5.9.16.1   Under 20 cms wide                                                  Sqm.    25.00
    h 5.9.18     Small surfaces such as cantilever ends, brackets and ends
                 of steps, caps and bases to pilasters and columns and the
                 like                                                               Sqm.     2.00
    i 5.9.19     Weather shade, Chajjas, corbels etc., including edges
                                                                                    Sqm.     2.00
    j 5.9.20     Suspended floors, roofs, landings, balconies and access
                 platform. with water proof ply 12 mm thick                         Sqm.    745.00
    k 5.9.21     Lintels, beams, plinth beams, girders, bressumers and
                 cantilevers. with water proof ply 12 mm thick                      Sqm.    630.00
4     5.22       Reinforcement for R.C.C. work including straightening,
                 cutting, bending, placing in position and binding all complete
                 .
    a 5.22.1     Mild steel and Medium Tensile steel bars                           Kg.     200.00
    b 5.22.6     Thermo-Mechanically Treated bars.                                  Kg.    76258.00


                 SECTION - IV      (BRICK WORK)
1     6.1        Brick work with F.P.S. bricks of class designation 75 in
                 foundation and plinth in :
    a 6.1.12     Cement mortar 1:6 (1 cement : 6 coarse sand)                       Cum.    22.22
    b 6.4        Brick work in superstructure above plinth level upto floor V
                 level (Cement mortar 1:6 (1 cement : 6 coarse sand)
                                                                                    Cum.
2     6.18       Half brick masonry with bricks of class designation 75 in
                 foundations and plinth in :
    a 6.18.4     Cement mortar 1:4 (1 Cement : 4 coarse sand)                       Sqm.    10.26


                 SECTION - V     (STONE WORK)
2    7.38       Stone tile work for wall lining upto 10m height with special
                adhesive like araldite or equivalent over 12mm thick bed of
                cement mortar 1:3 (1 Cement : 3 coarse sand) including
                pointing in white cement with an admixture of pigment to
                match the stone shade
     7.38.1     8mm thick (mirror polished and machine cut edge)
     7.38.1.1   Granite stone of any colour and shade                           Sqm.   5.56


                SECTION - VII      (WOOD WORK)
1    9.1        Providing wood work in frames of doors, windows, clerestory
                windows and other frames, wrought framed and fixed in
                position :
     9.1.8      Sal wood                                                        Cum.   0.09
3    9.21       Providing and fixing ISI marked flush door shutters
                conforming to IS : 2202 (Part I) non-decorative type, core of
                block board construction with frame of 1st class hard wood
                and well matched commercial 3 ply veneering with vertical
                grains or cross bands and face veneers on both faces of
                shutters :
     9.21.1     35 mm thick including ISI marked Stainless Steel butt hinges
                with necessary screws                                           Sqm.   5.70
4    9.22.1     Extra for Providing and fixing flush doors with decorative
                veneering instead of non decorative ISI marked flush door
                shutters conforming to IS: 2202 (Part I) On one side only
                                                                                Sqm.   5.70
10   9.88       Providing and fixing chromium plated brass 100 mm mortice
                latch and lock with 6 levers and a pair of lever handles with
                necessary screws etc. complete (best make of approved
                quality).                                                       Each   2.00
11   9.92       Providing and fixing chromium plated brass handles with
                necessary screws etc. complete:
     9.92.1     125 mm                                                          Each   4.00
12   9.96       Providing and fixing aluminium sliding door bolts ISI marked
                anodised (anodic coating not less than grade AC 10 as per
                IS : 1868) transparent or dyed to required colour or shade
                with nuts and screws etc. complete :

     9.96.1     300x16 mm                                                       Each   2.00
13   9.97.      Providing and fixing aluminium tower bolts ISI marked
                anodised ( anodic coating not less than grade AC 10 as per
                IS : 1868 ) transparent or dyed to required colour or shade
                with necessary screws etc. complete:

     9.97.1     250x10 mm                                                       Each   2.00
     9.97.3     150x10 mm                                                       Each   2.00
     9.101      Providing and fixing aluminium hanging floor door stopper,
                ISI marked, anodised (anodic coating not less than grade AC
                10 as per IS : 1868) transparent or dyed to required colour
                and shade, with necessary screws etc. complete.

     9.101.2    Twin rubber stopper                                             Each   3.00


                SECTION - VIII     (STEEL WORK)
1   10.21     Providing and fixing circular cast iron box for ceiling fan
              clamp 140, mm internal dia., 73 mm height, 5 mm thick rim,
              bottom and top lid of 1.5mm thick M.S.sheet with its top
              surface hacked for proper bonding top lid shall be screwed
              into the cast iron box by means of 3.3mm dia. round headed
              screws, one lock at the corners. Clamp shall be made of
              12mm dia M.S. bar bent to shape as per standard drawing.

                                                                                 Each   22.00
2   10.25     Steel work welded in built up sections/framed work including
              cutting hoisting, fixing in position and applying a priming coat
              of approved steel primer using structural steel etc.as
              required.
b   10.25.2   In gratings, frames, guard bar, ladders, railings, brackets,
              gates & similar works.                                             Kg.    145.00
4   10.28     Providing and fixing stainless steel ( Grade 304) railing with
              hand rail made of Hollow tubes, channels, plates etc.,
              including welding, grinding, buffing, polishing and making
              curvature (wherever required) and fitting the same with
              necessary stainless steel nuts and bolts complete, i/c fixing
              the railing with necessary accessories & stainless steel dash
              fasteners , stainless steel bolts etc., of required size, on the
              top of the floor or the side of waist slab with suitable
              arrangement as per approval of Engineer-in-charge, ( for
              payment purpose only weight of stainless steel members
              shall be considered excluding fixing accessories such as
              nuts, bolts, fasteners etc.).

                                                                                 Kg.    60.00


              SECTION - IX         (FLOORING)
1   11.5      62 mm thick cement concrete flooring with "Hardcrete"
              concrete hardener topping under layer 50 mm thick cement
              concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
              agrregate 20mm nominal size) and top layer 12mm thick
              Hardcrete cement hardener consisting of mix 1:2 (1 cement
              hardener mix : 2 stone aggregate 6mm nominal size) by
              volume with which Hardcrete hardening compound of
              Snowcem India Ltd. or equivalent is mixed @ 2 litre
              Hardcrete per 50kg of cement including cement slurry, but
              excluding the cost of nosing of steps etc. complete. ( Parking
              + Ramp Area)



                                                                                 Sqm.   377.72
2   11.6      Cement plaster skirting (upto 30 cm height) with cement
              mortar 1:3 (1 cement : 3 coarse sand) finished with a floating
              coat of neat cement.
    11.6.1    18 mm thick                                                        Sqm.   18.00
4   11.14     Extra for making chequers of approved pattern on cement
              concrete floors, steps, landing, pavements etc.
                                                                                 Sqm.   378.00
5   11.26     Kota stone slab flooring over 20mm (average) thick base
              laid over and jointed with grey cement slurry mixed with
              pigment to match the shade of the slab including rubbing and
              polishing complete with base of 1 : 4 ( 1 cement : 4 coarse
              sand) :
    11.26.1   25 mm thick                                                        Sqm.   65.95
6    11.27       Kota stone slabs 25 mm thick in risers of steps, skirting,
                 dado and pillars laid on 12 mm (average) thick cement
                 mortar 1:3 (1 cement 3 coarse sand) and jointed with grey
                 cement slurry mixed with pigment to match the shade of the
                 slabs, including rubbing and polishing complete.
                                                                                   Sqm.   18.00
7    11.31       Extra for pre finished nosing in treads of steps of Kota stone/
                 sand stone slab.                                                  Mtr    36.00
8    11.32       Extra for Kota stone/ sand stone in treads of steps and risers
                 using single length up to 1.05 metre .                            Sqm.   13.00
10   11.41       Providing and laying vitrified floor tiles in different sizes
                 (thickness to be specified by the manufacturer) with water
                 absorption less than 0.08% and conforming to IS : 15622, of
                 approved make, in all colours and shades, laid on 20mm
                 thick cement mortar 1:4 (1 cement : 4 coarse sand),
                 including grouting the joints with white cement and matching
                 pigments etc., complete.

     11.41.2     Size of Tile 60x60 cm                                             Sqm.   43.32
11               Tile work in skirting, risers of steps and dado up to 2 m
                 height over 12 mm thick bed of cement mortar 1:3 (1 cement
                 :3 coarse sand) and
                 jointed with grey cement slurry @ 3.3 kg/sqm, including
                 pointing in white cement mixed with pigment of matching
                 shade complete.
     11.22.1     Marble tiles (polished) Raj Nagar
     11.22.1.1   8 mm thick                                                        Sqm.    6.00


                 SECTION - XI            (FINISHING)
5    13.4        12 mm cement plaster of mix :
     13.4.2      1:6 (1 cement : 6 coarse sand)                              Sqm.         325.00
6    13.17       12mm cement plaster 1:3 (1 cement : 3 coarse sand)
                 finished with a floating coat of neat cement                Sqm.         60.00
8    13.16       6mm cement plaster to ceiling of mix:
     13.16.1     1:3 (1 cement : 3 fine sand)                                Sqm.         650.00
9    13.22       Extra for providing and mixing water proofing material Per bag of
                 'Impermo' of M/s Snowcem India Ltd., or equivalent in       50kg
                 cement plaster work in proportion recommended by the cement
                 manufacturers:                                             used in
                                                                              mix         120.00
15   13.62       Painting with synthetic enamel paint of approved brand and
                 manufacture of required colour to give an even shade :

16   13.62.1     Two or more coats on new work over an under coat of
                 suitable shade with ordinary paint of approved brand and
                 manufacture                                                       Sqm.   21.00
18      13.4     Distempering with dry distemper of approved brand and
                 manufacture (two or more coats) of required shade on new
                 work, over and including water thinnable priming coat to give
                 an even shade.

                                                                                   sqm       975.00


                 SECTION - XIV         (WATER PROOFING)
1   25.3   Providing and laying water proofing treatment to vertical and
           horizontal surfaces of depressed portions of W.C., kitchen
           and the like consisting of :          Ist course of applying
           cement slurry @ 4.4 Kg/sqm mixed with water proofing
           compound 'Impermo' of Snowcem or equivalent conforming
           to IS 2645 in recommended proportions.         IInd course of
           20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed
           with water proofing compound in recommended proportion.
           IIIrd course of applying blown or residual bitumen aplied hot
           at 1.7 Kg. per sqm of area. IVth course of 400 micron thick
           PVC sheet. (Overlaps at joints of PVC sheet should be 100
           mm wide and pasted to each other with bitumen @ 1.7
           Kg/sqm.)



                                                                             Sqm     18.00
9   MR     Supplying & injecting all tools, plants, materials & labour for
           providing approved water proofing chemical treatment to the
           concrete of Basement, Both floor & wall, so as to make it
           fully waterproof. The agency for excuting this work has to be
           an specialist in this field who will be approved by the
           Architects. The contractor will give atleast 10 year legal
           guarantee for the treatment
                                                                             Sqm.   1318.00



                          GROSS TOTAL AMOUNT OF BASEMENT
                    AMOUNT



REL TRAINING & DESIGN CENTER AT



     BASEMENT



                    AMOUNT




                        -




                        -


                        -




                        -




                        -
                        -




                        -


                        -
                        -
-




-




-

-
-
-




-

-


-

-

-

-




-
-
-




-




-
-
-
-




-




-




-




-


-




-




-
-




-
-
-




-




-
-




-




-


-




-
    -

    -

    -




    -




    -
    -




    -

    -

    -




    -




    -




-
-
-




-

-
-
     ITEM
                                      DESCRIPTION                                  UNIT
     CODE

                                    ESTIMATE
     OF CIVIL WORK FOR THE CONSTRUCTION OF THE PROPOSED BUILDING OF A
         TRAINING & DESIGN CENTER AT INDUSTRIAL AREA , PATALIPUTRA , PATN

             RATE AS PER D.S.R 2012                                                         GROUND FLOO
     ITEM
                                      DESCRIPTION                                  UNIT
     CODE
                       SECTION III         (REINFORCED CEMENT CONCRETE)
1   5.1      Providing and laying in position specified grade of reinforced
             cement concrete, excluding the cost of centering, shuttering,
             finishing and reinforcement in small lintel & copping of windows
             sills
    5.1.2    1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate
             20 mm nominal size)                                                     Cum.
2   5.2      Reinforced cement concrete work in walls (any thickness),
             including attached pilasters, buttresses, plinth and string courses,
             fillets, columns, pillars, piers, abutments, posts and struts etc. up
             to floor five level, excluding cost of centering, shuttering, finishing
             and reinforcement :
    5.2.2    1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate
             20 mm nominal size)                                                     Cum.
3   5.37     Providing and laying in position ready mixed M-25 grade concrete
             for reinforced cement concrete work, using cement content as per
             approved design mix, manufactured in fully automatic batching
             plant and transported to site of work in transit mixer for all leads,
             having continuous agitated mixer, manufactured as per mix
             design of specified grade for reinforced cement concrete work,
             including pumping of R.M.C. from transit mixer to site of laying ,
             excluding the cost of centering, shuttering finishing and
             reinforcement, including cost of admixtures in recommended
             proportions as per IS : 9103 to accelerate/ retard setting of
             concrete, improve workability without impairing strength and
             durability as per direction of the Engineer - in - charge


b   5.37.2   All work from plinth level upto floor V level.                        Cum.
4   5.8      Reinforced cement concrete work in vertical and horizontal fins
             individually or forming box louvers, facias and eaves boards up
             to floor five level, excluding the cost of centering, shuttering,
             finishing and reinforcement, with 1:1½:3 (1 cement : 1½ coarse
             sand : 3 graded stone aggregate 20 mm nominal size). cum
                                                                                   Cum.
5   5.9      Centring and shuttering including strutting, propping etc. and
             removal of form for:removal of form for:
c   5.9.6    Columns, Pillars, Piers, Abutments, Posts and Struts                  Sqm.
d   5.9.7    Stairs, (excluding landings) except spiral-staircases.                Sqm.
e   5.9.13   Vertical and horizontal fins individually or forming box louvers
             band, facias and eaves boards                                         Sqm.
f   5.9.15     Small lintels not exceeding 1.5m clear span, moulding as in
               cornices, window sills, string courses, bands,copings, bed
               plates, anchor blocks and the like.                                  Sqm.
g   5.9.16     Edges of slabs and breaks in floors and walls.
    5.9.16.1   Under 20 cms wide                                                    Sqm.
h   5.9.18     Small surfaces such as cantilever ends, brackets and ends of
               steps, caps and bases to pilasters and columns and the like
                                                                                    Sqm.
i   5.9.19     Weather shade, Chajjas, corbels etc., including edges                Sqm.
j   5.9.20     Suspended floors, roofs, landings, balconies and access
               platform. with water proof ply 12 mm thick                           Sqm.
k   5.9.21     Lintels, beams, plinth beams, girders, bressumers and
               cantilevers. with water proof ply 12 mm thick                        Sqm.
7   5.22       Reinforcement for R.C.C. work including straightening, cutting,
               bending, placing in position and binding all complete .

a   5.22.1     Mild steel and Medium Tensile steel bars                             Kg.
b   5.22.6     Thermo-Mechanically Treated bars.                                    Kg.



               SECTION - IV      (BRICK WORK)
1   6.1        Brick work with F.P.S. bricks of class designation 75 in
               foundation and plinth in :
    6.1.12     Cement mortar 1:6 (1 cement : 6 coarse sand)
2   6.4        Brick work in superstructure above plinth level upto floor V level
                                                                                    Cum.
3   6.18       Half brick masonry with bricks of class designation 75 in
               foundations and plinth in :
    6.18.4     Cement mortar 1:4 (1 Cement : 4 coarse sand)                         Sqm.
4   6.19       Extra for half Brick masonry in superstructure above plinth level
               upto floor V level                                                   Sqm.
5   6.20 (A)   Extra for providing and placing in position 2 Nos. 6mm dia.
               M.S.bars at every third course of half brick masonry (with F.P.S.
               bricks).                                                             Sqm.



               SECTION - V (STONE WORK)
2   7.38       Stone tile work for wall lining upto 10m height with special
               adhesive like araldite or equivalent over 12mm thick bed of
               cement mortar 1:3 (1 Cement : 3 coarse sand) including pointing
               in white cement with an admixture of pigment to match the stone
               shade
    7.38.1     8mm thick (mirror polished and machine cut edge)
    7.38.1.1   Granite stone of any colour and shade                                Sqm.
3   7.39       Extra for stone work for wall lining on exterior walls of height
               more than 10m from ground level for every additional height of
               3m or part                                                           Sqm.



               SECTION - VI      (MARBLE WORK)
1    8.2       Providing and fixing 18 mm thick gang saw cut, mirror polished,
               Providing and fixing 18 mm thick gang saw cut, mirror
               polished,premoulded and prepolished, machine cut for kitchen
               platforms, vanity counters, window sills , facias and similar
               locations of required size, approved shade, colour and texture
               laid over 20 mm thick base cement mortar 1:4 (1 cement : 4
               coarse sand), joints treated with white cement,mixed with
               matching pigment, epoxy touch ups, including rubbing, curing,
               moulding and polishing to edges to give high gloss finish etc.
               complete at all levels.
     8.2.2     Granite of any colour and shade
     8.2.2.2   Area of slab over 0.50 sqm                                            Sqm.
2    8.3       Providing edge moulding to 18 mm thick marble stone counters,
               Vanities etc., including machine polishing to edge to give high
               gloss finish etc. complete as per design approved by Engineer-in-
               Charge.
     8.3.2     Granite work                                                          Mtr.
3    8.1       Providing and fixing stone slab with table rubbed, edges rounded
               and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in
               urinal partitions by cutting a chase of appropriate width with
               chase cutter and embedding the stone in the chase with epoxy
               grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand :
               4 graded stone aggregate 6 mm nominal size) as per direction of
               Engineer-in-charge and finished smooth.

     8.10.2    Granite Stone of approved shade                                       Sqm.



               SECTION - VII   (WOOD WORK)
1    9.1       Providing wood work in frames of doors, windows, clerestory
               windows and other frames, wrought framed and fixed in position :

     9.1.8     Sal wood                                                              Cum.
3    9.21      Providing and fixing ISI marked flush door shutters conforming to
               IS : 2202 (Part I) non-decorative type, core of block board
               construction with frame of 1st class hard wood and well matched
               commercial 3 ply veneering with vertical grains or cross bands
               and face veneers on both faces of shutters :

     9.21.1    35 mm thick including ISI marked Stainless Steel butt hinges with
               necessary screws                                                      Sqm.
4    9.22.1    Extra for Providing and fixing flush doors with decorative
               veneering instead of non decorative ISI marked flush door
               shutters conforming to IS: 2202 (Part I) On one side only             Sqm.
9    9.86      Providing and fixing bright finished brass casement stays (straight
               peg type) with necessary screws etc. complete :
10   9.88      Providing and fixing chromium plated brass 100 mm mortice latch
               and lock with 6 levers and a pair of lever handles with necessary
               screws etc. complete (best make of approved quality).
                                                                                     Each
11   9.92      Providing and fixing chromium plated brass handles with
               necessary screws etc. complete:
     9.92.1    125 mm                                                                Each
12   9.96      Providing and fixing aluminium sliding door bolts ISI marked
               anodised (anodic coating not less than grade AC 10 as per IS :
               1868) transparent or dyed to required colour or shade with nuts
               and screws etc. complete :
     9.96.1    300x16 mm                                                             Each
13   9.97.     Providing and fixing aluminium tower bolts ISI marked anodised (
               anodic coating not less than grade AC 10 as per IS : 1868 )
               transparent or dyed to required colour or shade with necessary
               screws etc. complete:
     9.97.1    250x10 mm                                                             Each
     9.97.3    150x10 mm                                                             Each
14   9.980     Providing and fixing aluminium pull bolt lock anodised ISI marked
               (anodic coating not less than grade AC 10 as per IS : 1868)
               transparent or dyed to required colour and shade with necessary
               screws etc. complete.                                                 Each
15   9.99      Providing and fixing 50cm long aluminium kicking plate 100x3.15
               mm anodised (anodic coating not less than grade AC 10 as per
               IS :1868) transparent or dyed to required colour or shade
               with necessary screws etc. complete.                                  Each
16   9.1       Providing and fixing aluminium handles ISI marked anodised
               (anodic coating not less than grade AC 10 as per IS : 1868)
               transparent or dyed to required colour or shade with necessary
               screws etc. complete:
     9.100.1   125 mm                                                                Each
17   9.101     Providing and fixing aluminium hanging floor door stopper ISI
               marked anodised (anodic coating not less than grade AC 10 as
               per IS : 1868) transparent or dyed to required colour and shade
               with necessary screws etc. complete.
     9.101.2   Twin rubber stopper                                                   Each
18   9.226     Providing and fixing aluminium tee channels ( heavy duty) with
               rollers, stop end in pelmets as curtain rod                           mtr.
19   9.136     Providing and fixing fire resistant door frame of section 143 x 57
               mm having built in rebate made out of 16 SWG G.I. sheet (zinc
               coating not less than 120 gm/sqm) duly filled with vermuculite
               based concrete mix, suitable for mounting 60 minutes fire rated
               door shutters. The frame is fitted with intumuscent fire seal strip
               of size 10x4 mm (minimum) alround the frame and fixing with
               dash fastener of approved size and make, including applying a
               coat of approved brand fire resistant primer etc. complete as per
               direction of Engineer-in-charge (Dash fastener to be paid for
               separately).
                                                                                     mtr.
20   9.137     Providing and fixing 50 mm thick glazed fire resistant door
               shutters of 60 minutes fire rating conforming to IS:3614 (Part-II),
               tested and certified as per laboratory approved by Engineer-in-
               charge, with suitable mounting on door frame, consisting of
               vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm
               wide, made out of 16 SWG G.I.sheet (zinc coating not less than
               120 gm/m2) duly filled FR insulation material and fixing with
               necessary stainless steel ball bearing hinges of approved make,
               including applying a coat of approved fire resistant primer etc. all
               complete as per direction of Engineer-in-charge (panneling to be
               paid for separately).
                                                                                      Sqm.
22   9.139     Providing and fixing panic bar / latch (Double point) fitted with a
               single body, Trim Latch & Lock on back side of the Panic Latch of
               reputed brand and manufacture to be approved by the Engineer-
               in- charge, all complete.                                              Each



               SECTION - VIII     (STEEL WORK)
1    10.21     Providing and fixing circular cast iron box for ceiling fan clamp
               140, mm internal dia., 73 mm height, 5 mm thick rim, bottom and
               top lid of 1.5mm thick M.S.sheet with its top surface hacked for
               proper bonding top lid shall be screwed into the cast iron box by
               means of 3.3mm dia. round headed screws, one lock at the
               corners. Clamp shall be made of 12mm dia M.S. bar bent to
               shape as per standard drawing.
                                                                                      Each
2    10.25     Steel work welded in built up sections/framed work including
               cutting hoisting, fixing in position and applying a priming coat of
               approved steel primer using structural steel etc.as required.

b    10.25.2   In gratings, frames, guard bar, ladders, railings, brackets, gates &
               similar works.                                                         Kg.
4    10.28     Providing and fixing stainless steel ( Grade 304) railing with hand
               rail made of Hollow tubes, channels, plates etc., including
               welding, grinding, buffing, polishing and making curvature
               (wherever required) and fitting the same with necessary stainless
               steel nuts and bolts complete, i/c fixing the railing with necessary
               accessories & stainless steel dash fasteners , stainless steel bolts
               etc., of required size, on the top of the floor or the side of waist
               slab with suitable arrangement as per approval of Engineer-in-
               charge, ( for payment purpose only weight of stainless steel
               members shall be considered excluding fixing accessories such
               as nuts, bolts, fasteners etc.).
                                                                                      Kg.



               SECTION - IX        (FLOORING)
1   11.26     Kota stone slab flooring over 20mm (average) thick base laid
              over and jointed with grey cement slurry mixed with pigment to
              match the shade of the slab including rubbing and polishing
              complete with base of 1 : 4 ( 1 cement : 4 coarse sand) :

    11.26.1   25 mm thick                                                                Sqm.
2   11.27     Kota stone slabs 25 mm thick in risers of steps, skirting, dado and
              pillars laid on 12 mm (average) thick cement mortar 1:3 (1
              cement 3 coarse sand) and jointed with grey cement slurry mixed
              with pigment to match the shade of the slabs, including rubbing
              and polishing complete.                                                    Sqm.
3   11.31     Extra for pre finished nosing in treads of steps of Kota stone/
              sand stone slab.                                                           Mtr
4   11.32     Extra for Kota stone/ sand stone in treads of steps and risers
              using single length up to 1.05 metre .                                     Sqm.
5   11.36     Providing and fixing Ist quality ceramic glazed tiles conforming to
              IS : 13753 of minimum thickness 5 mm of approved make like
              NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all
              colours, shades except begundy, bottle green, black of any size
              as approved by Eningeer-in-Charge in skirting, risers of steps and
              dados over 12 mm thick bed of Cement Mortar 1:3 (1 Cement : 3
              Coarse sand) and jointing with grey cement slurry @ 3.3kg per
              sqm including pointing in white cement mixed with pigment of
              matching shade complete.
                                                                                         Sqm.
6   11.41     Providing and laying vitrified floor tiles in different sizes (thickness
              to be specified by the manufacturer) with water absorption less
              than 0.08% and conforming to IS : 15622, of approved make, in
              all colours and shades, laid on 20mm thick cement mortar 1:4 (1
              cement : 4 coarse sand), including grouting the joints with white
              cement and matching pigments etc., complete.

    11.41.2   Size of Tile 60x60 cm                                                      Sqm.
7             Tile work in skirting, risers of steps and dado up to 2 m height
              over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse
              sand) and
              jointed with grey cement slurry @ 3.3 kg/sqm, including pointing
              in white cement mixed with pigment of matching shade complete.

    11.22.1   Marble tiles (polished) Raj Nagar
    11.22.1.1 8 mm thick                                                                 Sqm.



              SECTION - XI            (FINISHING)
5   13.4      12 mm cement plaster of mix :
    13.4.2    1:6 (1 cement : 6 coarse sand)                                             Sqm.
6   13.17     12mm cement plaster 1:3 (1 cement : 3 coarse sand) finished
              with a floating coat of neat cement                                        Sqm.
7   13.9.2    20mm cement plaster in two coats under layer 12 mm thick
              cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top
              layer 6mm thick cement plaster 1:6 (1 cement : 6 fine sand)
                                                                                         Sqm.
8    13.16     6mm cement plaster to ceiling of mix:
     13.16.1   1:3 (1 cement : 3 fine sand)                                       Sqm.
9    13.22     Extra for providing and mixing water proofing material 'Impermo' Per bag
               of M/s Snowcem India Ltd., or equivalent in cement plaster work of 50kg
               in proportion recommended by the manufacturers:                   cement
                                                                                 used in
                                                                                   mix
10   13.26     Providing and applying plaster of paris putty of 2mm thickness
               over plastered surface to prepare the surface even and smooth
               complete                                                           Sqm.
11   13.22     Extra for plastering exterior walls of height more than 10 m from
               ground level for every additional height of 3 m or part thereof.
                                                                                  Sqm.
12   13.76     Forming groove of uniform size from 12x12 mm and upto 25x15
               mm in the top layer of washed stone grit plastered surface as per
               approved pattern, including providing and fixing aluminum
               channels of appropriate size and thickness (not less than 2 mm),
               nailed to the under layer with rust proof screws and nails and
               finishing the groove complete as per specifications and direction
               of the Engineerin- Charge.
                                                                                   Mtr.
13   13.45.1   Finishing walls with textured exterior paint of required shade
               : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over
               and including priming coat of exterior primer applied @ 2.20kg/10
               sqm                                                                Sqm.
               Internal Finishing
14   13.83.    Wall painting with premium acrylic emulsion paint of interior
               grade, having VOC (Volatile Organic Compound ) content less
               than 50 grams/ litre of approved brand and manufacture,
               including applying additional coats wherever required to achieve
               even shade and colour.
     13.83.2   Two coats                                                          Sqm.
15   13.62     Painting with synthetic enamel paint of approved brand and
               manufacture of required colour to give an even shade :
16   13.62.1   Two or more coats on new work over an under coat of suitable
               shade with ordinary paint of approved brand and manufacture
                                                                                  Sqm.



               SECTION - XIII     (ALUMINIUM WORK)
1   21.1       Providing and fixing aluminium work for doors, windows,
               ventilators and partitions with extruded built up standard tubular
               sections/ appropriate Z sections and other sections of approved
               make conforming to IS: 733 and IS: 1285, fixing with dash
               fasteners of required dia and size, including necessary filling up
               the gaps at junctions, i.e. at top, bottom and sides with required
               EPDM rubber/ neoprene gasket etc. Aluminium sections shall be
               smooth, rust free, straight, mitred and jointed mechanically
               wherever required including cleat angle, Aluminium snap beading
               for glazing / paneling, C.P. brass / stainless steel screws, all
               complete as per architectural drawings and the directions of
               Engineer-in-charge. (Glazing, paneling and dash fasteners to be
               paid for separately) :

    21.1.1     For fixed portion
    21.1.3     Polyester powder coated aluminium (minimum thickness of
               polyester powder coating 50 micron)                                      Kg.
2   21.1.2     For shutters of doors, windows & ventilators including providing
               and fixing hinges / pivots and making provision for fixing of fittings
               wherever required including the cost of PVC / neoprene gasket
               required (Fittings shall be paid for separately.)

    21.1.2.3   Polyester powder coated aluminium (minimum thickness of
               polyester powder coating 50 micron)                                      Kg.
3   21.3         Providing and fixing glazing in aluminium door, window,
               ventilator shutters and partitions etc. with EPDM rubber /
               neoprene gasket etc. complete as per the architectural drawings
               and the directions of engineer-in-charge . (Cost of aluminium
               snap beading shall be paid in basic item):
    21.3.3     With float glass panes of 8 mm thickness                                 Sqm.
4   21.4       Providing and fixing double action hydraulic floor spring of
               approved brand and manufacture IS : 6315 marked, Hardwyn
               make (model 3000) or equivalent for doors including cost of
               cutting floors as required, embedding in floors and cover plates
               with brass pivot and single piece M.S. sheet outer box with slide
               plate etc. complete as per the direction of Engineer-in-charge.

    21.4.2     With Brass cover plate                                                   Each
5   21.10      Providing and fixing with Aluminium Frame double glazed
               hermetically sealed glazing in aluminium windows, ventilators
               and partition etc. with 6 mm thick clear float glass both side,
               having 12 mm air gap, including providing EPDM gasket,
               perforated aluminium spacers, desiccants, sealant (Both primary
               and secondary sealant) etc. as per specifications drawings and
               direction of Engineer-in-charge complete.
                                                                                        Sqm.
6   21.11      Providing and fixing stainless steel (SS 304 grade) adjustable
               friction windows stays of approved quality with necessary
               stainless steel screws etc. to the side hung windows as per
               direction of Engineer in charge complete.
a   21.11.1    205 x 19 mm                                                              Each
b   21.11.2    255 X 19 mm                                                              Each
c    21.11.3   355 x 19 mm                                                          Each
d    21.11.4   510 x 19 mm                                                          Each
e    21.11.5   710x 19 mm                                                           Each
7    21.12     Providing and fixing aluminium tubular handle bar 32 mm outer
               dia,3.0 mm thick & 2100 mm long with SS screws etc .complete
               as per direction of Engineer-in-Charge.
     21.12.3   Polyester powder coated minimum thickness 50 micron
               aluminium tubular handle bar                                         Each
8    21.13     Providing and fixing 100mm brass locks (best make of approved
               quality) for aluminium doors including necessary cutting and
               making good etc. complete.                                           Each
9    21.17     Providing and fixing anodised aluminium grill (anodised
               transparent or dyed to required shade ccording to IS: 1868 with
               minimum anodic coating of grade AC 15) of approved
               design/pattern, with approved standard section and fixed to the
               existing window rame with C.P. brass/ stainless steel screws @
               200 mm centre to centre, including cutting the grill to proper
               opening size for fixing and operation of
               handles and fixing approved anodised aluminium standard
               section around the opening, all complete as per requirement and
               direction of Engineer-in-charge. (Only weight of grill to be
               measured for payment).                                               Kg.
10   21.18     Providing and fixing 12 mm thick frameless toughened glass door
               shutter of approved brand and Manufacture, including providing
               and fixing top & bottom pivot & spring type fixing arrangement
               and making necessary holes etc. for fixing required door fittings,
               all complete as per direction of Engineer-in-charge (Door handle,
               lock and stopper etc.to be paid separately).
                                                                                    Sqm.



               SECTION - XIV          (WATER PROOFING)
1    25.3      Providing and laying water proofing treatment to vertical and
               horizontal surfaces of depressed portions of W.C., kitchen and
               the like consisting of :   Ist course of applying cement slurry @
               4.4 Kg/sqm mixed with water proofing compound 'Impermo' of
               Snowcem or equivalent conforming to IS 2645 in recommended
               proportions. IInd course of 20mm cement plaster 1:3 (1 cement
               : 3 coarse sand) mixed with water proofing compound in
               recommended proportion.        IIIrd course of applying blown or
               residual bitumen aplied hot at 1.7 Kg. per sqm of area.       IVth
               course of 400 micron thick PVC sheet. (Overlaps at joints of PVC
               sheet should be 100 mm wide and pasted to each other with
               bitumen @ 1.7 Kg/sqm.)
                                                                                    Sqm




                                                    GROSS TOTAL AMOUNT
           QUANTITY   RATE   AMOUNT


E
 THE PROPOSED BUILDING OF APPAREL
RIAL AREA , PATALIPUTRA , PATNA.

              GROUND FLOOR
           QUANTITY   RATE   AMOUNT




             0.70              -




             17.68             -




             89.00             -




             2.72              -


            138.00             -
             32.00             -

             10.00             -
  5.00     -

 12.65     -


  1.00     -
  2.00     -

 326.50    -

 344.00    -




  50.00    -
19500.00   -
           -




 78.50     -


 60.11     -

 60.11     -


 60.11     -
           -




  5.40         -


 60.00         -
               -
0.60    -




1.60    -




3.00    -
        -




0.45    -




16.50   -


16.50   -




2.00    -
5.00    -




3.00    -




9.00    -
9.00    -




6.00    -




2.00    -




19.00   -




10.00   -

28.00   -




10.20   -
 3.80    -




 2.00    -
         -




22.00    -




145.00   -




220.00   -
         -
 64.00    -




 38.00    -

 88.00    -

 39.00    -




 48.00    -




320.00    -




 98.00    -
          -




1230.00   -




 20.00    -
350.00        -




 18.00        -


1250.00       -


160.00        -




110.00        -




350.00        -




1250.00       -




 56.00        -
          -
100.00   -




75.00    -




10.60    -




 2.00    -




10.60    -




 4.00    -
 4.00    -
4.00    -
4.00    -
4.00    -




2.00    -


2.00    -




60.00   -




5.00    -
        -




36.00   -

        -
     ITEM
                                      DESCRIPTION                                  UNIT
     CODE

                                   ESTIMATE
     OF CIVIL WORK FOR THE CONSTRUCTION OF THE PROPOSED BUILDING OF
           RATE AS PER D.S.R 2012                        FIRST FLOO
     ITEM
                                      DESCRIPTION                                  UNIT
     CODE

                       SECTION III         (REINFORCED CEMENT CONCRETE)
1   5.1      Providing and laying in position specified grade of reinforced
             cement concrete, excluding the cost of centering, shuttering,
             finishing and reinforcement in small lintel & copping of windows
             sills
    5.1.2    1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate
             20 mm nominal size)                                                     Cum.
2   5.2      Reinforced cement concrete work in walls (any thickness),
             including attached pilasters, buttresses, plinth and string courses,
             fillets, columns, pillars, piers, abutments, posts and struts etc. up
             to floor five level, excluding cost of centering, shuttering, finishing
             and reinforcement :
    5.2.2    1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate
             20 mm nominal size)                                                     Cum.
3   5.37     Providing and laying in position ready mixed M-25 grade concrete
             for reinforced cement concrete work, using cement content as
             per approved design mix, manufactured in fully automatic
             batching plant and transported to site of work in transit mixer for
             all leads, having continuous agitated mixer, manufactured as per
             mix design of specified grade for reinforced cement concrete
             work, including pumping of R.M.C. from transit mixer to site of
             laying , excluding the cost of centering, shuttering finishing and
             reinforcement, including cost of admixtures in recommended
             proportions as per IS : 9103 to accelerate/ retard setting of
             concrete, improve workability without impairing strength and
             durability as per direction of the Engineer - in - charge


b   5.37.2   All work from plinth level upto floor V level.                        Cum.
4   5.8      Reinforced cement concrete work in vertical and horizontal fins
             individually or forming box louvers, facias and eaves boards up
             to floor five level, excluding the cost of centering, shuttering,
             finishing and reinforcement, with 1:1½:3 (1 cement : 1½ coarse
             sand : 3 graded stone aggregate 20 mm nominal size). cum
                                                                                   Cum.
5   5.9      Centring and shuttering including strutting, propping etc. and
             removal of form for:removal of form for:
c   5.9.6    Columns, Pillars, Piers, Abutments, Posts and Struts                  Sqm.
d   5.9.7    Stairs, (excluding landings) except spiral-staircases.                Sqm.
e   5.9.13   Vertical and horizontal fins individually or forming box louvers
             band, facias and eaves boards                                          Sqm.
f   5.9.15   Small lintels not exceeding 1.5m clear span, moulding as in
             cornices, window sills, string courses, bands,copings, bed
             plates, anchor blocks and the like.                                    Sqm.
g   5.9.16   Edges of slabs and breaks in floors and walls.
    5.9.16.1 Under 20 cms wide                                                      Sqm.
h   5.9.18   Small surfaces such as cantilever ends, brackets and ends of
             steps, caps and bases to pilasters and columns and the like
                                                                                    Sqm.
i   5.9.19     Weather shade, Chajjas, corbels etc., including edges                Sqm.
j   5.9.20     Suspended floors, roofs, landings, balconies and access
               platform. with water proof ply 12 mm thick                           Sqm.
k   5.9.21     Lintels, beams, plinth beams, girders, bressumers and
               cantilevers. with water proof ply 12 mm thick                        Sqm.

6   5.11       Extra for additional height in centring, shuttering where ever
               required with adequate bracing, propping etc. including cost of de-
               shuttering and decentring at all levels, over a height of 3.5 m, for
               every additional height of 1 metre or part thereof (Plan area to be
               measured)
a   5.11.1     Suspended floors, roofs, landing, beams and balconies(Plan area
               to be measured)                                                      Sqm.
7   5.22       Reinforcement for R.C.C. work including straightening, cutting,
               bending, placing in position and binding all complete .

a   5.22.1     Mild steel and Medium Tensile steel bars                             Kg.
b   5.22.6     Thermo-Mechanically Treated bars.                                    Kg.



               SECTION - IV      (BRICK WORK)
1   6.1        Brick work with F.P.S. bricks of class designation 75 in
               foundation and plinth in :
    6.1.12     Cement mortar 1:6 (1 cement : 6 coarse sand)
    6.4        Brick work in superstructure above plinth level upto floor V level
                                                                                    Cum.
2   6.18       Half brick masonry with bricks of class designation 75 in
               foundations and plinth in :
    6.18.4     Cement mortar 1:4 (1 Cement : 4 coarse sand)                         Sqm.
3   6.19       Extra for half Brick masonry in superstructure above plinth level
               upto floor V level                                                   Sqm.
4   6.20 (A)   Extra for providing and placing in position 2 Nos. 6mm dia.
               M.S.bars at every third course of half brick masonry (with F.P.S.
               bricks).                                                             Sqm.



               SECTION - V     (STONE WORK)
1   7.36      Wall lining butch work upto 10m height with Dholpur stone 40
              mm thick rough facing on the exposed surface with stone strips
              of minimum length 300 mm and required width, including
              embedding every tenth layer and bottom most layer in masonry
              or concrete after making necessary chases of size 75x75 mm
              and by providing layer of 75 mm thick strips i/c 12 mm thick bed
              of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled
              pointing in cement mortar 1:2 (1 white cement : 2 stone dust)
              with an admixture of pigment to match the shade of stone
              complete as per direction of Engineer-in-charge.
                                                                                  Sqm.
2   7.38     Stone tile work for wall lining upto 10m height with special
             adhesive like araldite or equivalent over 12mm thick bed of
             cement mortar 1:3 (1 Cement : 3 coarse sand) including pointing
             in white cement with an admixture of pigment to match the stone
             shade
    7.38.1   8mm thick (mirror polished and machine cut edge)
    7.38.1.1 Granite stone of any colour and shade                                Sqm.
3   7.39     Extra for stone work for wall lining on exterior walls of height
             more than 10m from ground level for every additional height of
             3m or part                                                           Sqm.



              SECTION - VI        (MARBLE WORK)
1   8.2       Providing and fixing 18 mm thick gang saw cut, mirror polished,
              Providing and fixing 18 mm thick gang saw cut, mirror
              polished,premoulded and prepolished, machine cut for kitchen
              platforms, vanity counters, window sills , facias and similar
              locations of required size, approved shade, colour and texture
              laid over 20 mm thick base cement mortar 1:4 (1 cement : 4
              coarse sand), joints treated with white cement,mixed with
              matching pigment, epoxy touch ups, including rubbing, curing,
              moulding and polishing to edges to give high gloss finish etc.
              complete at all levels.
    8.2.2     Granite of any colour and shade
    8.2.2.2   Area of slab over 0.50 sqm                                          Sqm.
2   8.3       Providing edge moulding to 18 mm thick marble stone counters,
              Vanities etc., including machine polishing to edge to give high
              gloss finish etc. complete as per design approved by Engineer-in-
              Charge.
    8.3.2     Granite work                                                        Mtr.
3   8.1       Providing and fixing stone slab with table rubbed, edges rounded
              and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in
              urinal partitions by cutting a chase of appropriate width with
              chase cutter and embedding the stone in the chase with epoxy
              grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand :
              4 graded stone aggregate 6 mm nominal size) as per direction of
              Engineer-in-charge and finished smooth.
    8.10.2    Granite Stone of approved shade                                     Sqm.



              SECTION - VII    (WOOD WORK)
1   9.1       Providing wood work in frames of doors, windows, clerestory
              windows and other frames, wrought framed and fixed in position :

    9.1.8     Sal wood                                                            Cum.
2   9.9       Providing and fixing glazed shutters for doors, windows and
              clerestory windows using 10 kg/sqm. (4 mm thick) glass panes
              including black enamelled ISI marked M.S butt hinges with
              necessary screws.
    9.6.3     Second class teak wood
    9.6.3.1   35mm thick shutters                                                 Sqm.
3   9.21      Providing and fixing ISI marked flush door shutters conforming to
              IS : 2202 (Part I) non-decorative type, core of block board
              construction with frame of 1st class hard wood and well matched
              commercial 3 ply veneering with vertical grains or cross bands
              and face veneers on both faces of shutters :

    9.21.1    35 mm thick including ISI marked Stainless Steel butt hinges with
              necessary screws                                                    Sqm.
4   9.22.1    Extra for Providing and fixing flush doors with decorative
              veneering instead of non decorative ISI marked flush door
              shutters conforming to IS: 2202 (Part I) On one side only           Sqm.
5   9.81      Providing and fixing bright finished brass handles with screws
              etc. complete :
    9.81.1    125 mm                                                              Each
6   9.84      Providing and fixing aluminium extruded section body tubular
              type universal hydraulic door closer (having brand logo with ISI,
              IS : 3564, embossed on the body, door weight upto 36 kg to 80
              kg and door width from 701 mm to 1000 mm), with double speed
              adjustment with necessary accessories and screws etc.
              complete.                                                           Each
7   9.88      Providing and fixing chromium plated brass 100 mm mortice latch
              and lock with 6 levers and a pair of lever handles with necessary
              screws etc. complete (best make of approved quality).
                                                                                  Each
8   9.92      Providing and fixing chromium plated brass handles with
              necessary screws etc. complete:
    9.92.1    125 mm                                                              Each
    9.92.2    75 mm                                                               Each
9   9.96      Providing and fixing aluminium sliding door bolts ISI marked
              anodised (anodic coating not less than grade AC 10 as per IS :
              1868) transparent or dyed to required colour or shade with nuts
              and screws etc. complete :
    9.96.1    300x16 mm                                                           Each
10   9.97.     Providing and fixing aluminium tower bolts ISI marked anodised (
               anodic coating not less than grade AC 10 as per IS : 1868 )
               transparent or dyed to required colour or shade with necessary
               screws etc. complete:
     9.97.1    250x10 mm                                                             Each
     9.97.3    150x10 mm                                                             Each
11   9.980     Providing and fixing aluminium pull bolt lock anodised ISI marked
               (anodic coating not less than grade AC 10 as per IS : 1868)
               transparent or dyed to required colour and shade with necessary
               screws etc. complete.                                                 Each
12   9.99      Providing and fixing 50cm long aluminium kicking plate 100x3.15
               mm anodised (anodic coating not less than grade AC 10 as per
               IS :1868) transparent or dyed to required colour or shade
               with necessary screws etc. complete.                                  Each
13   9.1       Providing and fixing aluminium handles ISI marked anodised
               (anodic coating not less than grade AC 10 as per IS : 1868)
               transparent or dyed to required colour or shade with necessary
               screws etc. complete:
     9.100.1   125 mm                                                                Each
     9.100.2   100 mm                                                                Each
14   9.101     Providing and fixing aluminium hanging floor door stopper ISI
               marked anodised (anodic coating not less than grade AC 10 as
               per IS : 1868) transparent or dyed to required colour and shade
               with necessary screws etc. complete.
     9.101.2   Twin rubber stopper                                                   Each
15   9.226     Providing and fixing aluminium tee channels ( heavy duty) with
               rollers, stop end in pelmets as curtain rod                           mtr.
16   9.136     Providing and fixing fire resistant door frame of section 143 x 57
               mm having built in rebate made out of 16 SWG G.I. sheet (zinc
               coating not less than 120 gm/sqm) duly filled with vermuculite
               based concrete mix, suitable for mounting 60 minutes fire rated
               door shutters. The frame is fitted with intumuscent fire seal strip
               of size 10x4 mm (minimum) alround the frame and fixing with
               dash fastener of approved size and make, including applying a
               coat of approved brand fire resistant primer etc. complete as per
               direction of Engineer-in-charge (Dash fastener to be paid for
               separately).
                                                                                     mtr.
17   9.137     Providing and fixing 50 mm thick glazed fire resistant door
               shutters of 60 minutes fire rating conforming to IS:3614 (Part-II),
               tested and certified as per laboratory approved by Engineer-in-
               charge, with suitable mounting on door frame, consisting of
               vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm
               wide, made out of 16 SWG G.I.sheet (zinc coating not less than
               120 gm/m2) duly filled FR insulation material and fixing with
               necessary stainless steel ball bearing hinges of approved make,
               including applying a coat of approved fire resistant primer etc. all
               complete as per direction of Engineer-in-charge (panneling to be
               paid for separately).
                                                                                      Sqm.
18   9.139     Providing and fixing panic bar / latch (Double point) fitted with a
               single body, Trim Latch & Lock on back side of the Panic Latch
               of reputed brand and manufacture to be approved by the
               Engineer- in- charge, all complete.                                    Each



               SECTION - VIII      (STEEL WORK)
1    10.21     Providing and fixing circular cast iron box for ceiling fan clamp
               140, mm internal dia., 73 mm height, 5 mm thick rim, bottom and
               top lid of 1.5mm thick M.S.sheet with its top surface hacked for
               proper bonding top lid shall be screwed into the cast iron box by
               means of 3.3mm dia. round headed screws, one lock at the
               corners. Clamp shall be made of 12mm dia M.S. bar bent to
               shape as per standard drawing.
                                                                                      Each
2    10.25     Steel work welded in built up sections/framed work including
               cutting hoisting, fixing in position and applying a priming coat of
               approved steel primer using structural steel etc.as required.

b    10.25.2   In gratings, frames, guard bar, ladders, railings, brackets, gates
               & similar works.                                                       Kg.
3    10.28     Providing and fixing stainless steel ( Grade 304) railing with
               hand rail made of Hollow tubes, channels, plates etc., including
               welding, grinding, buffing, polishing and making curvature
               (wherever required) and fitting the same with necessary stainless
               steel nuts and bolts complete, i/c fixing the railing with necessary
               accessories & stainless steel dash fasteners , stainless steel
               bolts etc., of required size, on the top of the floor or the side of
               waist slab with suitable arrangement as per approval of Engineer-
               in-charge, ( for payment purpose only weight of stainless steel
               members shall be considered excluding fixing accessories such
               as nuts, bolts, fasteners etc.).
                                                                                      Kg.



               SECTION - IX         (FLOORING)
1   11.26     Kota stone slab flooring over 20mm (average) thick base laid
              over and jointed with grey cement slurry mixed with pigment to
              match the shade of the slab including rubbing and polishing
              complete with base of 1 : 4 ( 1 cement : 4 coarse sand) :

    11.26.1   25 mm thick                                                           Sqm.
2   11.27     Kota stone slabs 25 mm thick in risers of steps, skirting, dado
              and pillars laid on 12 mm (average) thick cement mortar 1:3 (1
              cement 3 coarse sand) and jointed with grey cement slurry mixed
              with pigment to match the shade of the slabs, including rubbing
              and polishing complete.                                               Sqm.
3   11.31     Extra for pre finished nosing in treads of steps of Kota stone/
              sand stone slab.                                                      Mtr
4   11.32     Extra for Kota stone/ sand stone in treads of steps and risers
              using single length up to 1.05 metre .                                Sqm.
5   11.36     Providing and fixing Ist quality ceramic glazed tiles conforming to
              IS : 13753 of minimum thickness 5 mm of approved make like
              NITCO, ORIENT, SOMANY KAJARIA, or equivalent make in all
              colours, shades except begundy, bottle green, black of any size
              as approved by Eningeer-in-Charge in skirting, risers of steps
              and dados over 12 mm thick bed of Cement Mortar 1:3 (1
              Cement : 3 Coarse sand) and jointing with grey cement slurry @
              3.3kg per sqm including pointing in white cement mixed with
              pigment of matching shade complete.
                                                                                    Sqm.
6   11.41     Providing and laying vitrified floor tiles in different sizes
              (thickness to be specified by the manufacturer) with water
              absorption less than 0.08% and conforming to IS : 15622, of
              approved make, in all colours and shades, laid on 20mm thick
              cement mortar 1:4 (1 cement : 4 coarse sand), including grouting
              the joints with white cement and matching pigments etc.,
              complete.
    11.41.2   Size of Tile 60x60 cm                                                 Sqm.
7             Tile work in skirting, risers of steps and dado up to 2 m height
              over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse
              sand) and
              jointed with grey cement slurry @ 3.3 kg/sqm, including pointing
              in white cement mixed with pigment of matching shade complete.

    11.22.1   Marble tiles (polished) Raj Nagar
    11.22.1.1 8 mm thick                                                            Sqm.



              SECTION - X          (ROOFING)
1   12.41     Providing and fixing on wall face unplasticised - Rigid PVC rain
              water pipes conforming to IS : 13592 Type A including jointing
              with seal ring conforming to IS : 5382 leaving 10 mm gap for
              thermal expansion. (i) Single socketed pipes
    12.41.1   110 mm diameter                                                       Mtr.
2   12.42       Providing and fixing on wall face unplasticised - PVC moulded
                fittings/accessories for unplasticised - Rigid PVC rain water pipes
                conforming to IS : 13592 Type A including jointing with seal ring
                conforming to IS : 5382 leaving 10 mm gap for thermal
                expansion.
    12.42.1     Coupler
    12.42.1.2   110 mm                                                                 Each
    12.42.2     Single Pushfit Coupler
    12.42.2.2   110 mm                                                                 Each
    12.42.3     Single tee with door
    12.42.3.2   110x110x110 mm                                                         Each
    12.42.4     Single tee without door
    12.42.4.2   110x110x110 mm                                                         Each
    12.42.5     Bend 87.5°
    12.42.5.2   110 mm bend                                                            Each
    12.42.6     Shoe (Plain)
    12.79.6.2   110 mm Shoe                                                            Each
3   12.43       Providing and fixing unplasticised -PVC pipe clips of approved
                design to unplasticised - PVC rain water pipes by means of
                50x50x50mm hard wood plugs, screwed with M.S. screws of
                required length including cutting brick work and fixing in cement
                mortar 1:4 (1 cement : 4 coarse sand) and making good the wall
                etc. complete.
    12.80.2     110 mm                                                                 Each
4   12.81       Providing and fixing to the inlet mouth of rain water pipe cast iron
                grating 15 cm diametre and weighing not less than 440 grams.
                                                                                       Each



                SECTION - XI          (FINISHING)
1   13.4        12 mm cement plaster of mix :
    13.4.2      1:6 (1 cement : 6 coarse sand)                                         Sqm.
2   13.9.2      20mm cement plaster in two coats under layer 12 mm thick
                cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top
                layer 6mm thick cement plaster 1:6 (1 cement : 6 fine sand)
                                                                                       Sqm.
3   13.16       6mm cement plaster to ceiling of mix:
    13.16.1     1:3 (1 cement : 3 fine sand)                                      Sqm.
4   13.22       Extra for providing and mixing water proofing material 'Impermo' Per bag
                of M/s Snowcem India Ltd., or equivalent in cement plaster work of 50kg
                in proportion recommended by the manufacturers:                  cement
                                                                                 used in
                                                                                   mix
5   13.26       Providing and applying plaster of paris putty of 2mm thickness
                over plastered surface to prepare the surface even and smooth
                complete                                                          Sqm.
6    13.22     Extra for plastering exterior walls of height more than 10 m from
               ground level for every additional height of 3 m or part thereof.
                                                                                    Sqm.
7    13.76     Forming groove of uniform size from 12x12 mm and upto 25x15
               mm in the top layer of washed stone grit plastered surface as per
               approved pattern, including providing and fixing aluminum
               channels of appropriate size and thickness (not less than 2 mm),
               nailed to the under layer with rust proof screws and nails and
               finishing the groove complete as per specifications and direction
               of the Engineerin- Charge.
                                                                                    Mtr.
8    13.45.1   Finishing walls with textured exterior paint of required
               shade : New work (Two or more coats applied @ 3.28 ltr/10
               sqm) over and including priming coat of exterior primer applied
               @ 2.20kg/10 sqm                                                      Sqm.
               Internal Finishing
9    13.83.    Wall painting with premium acrylic emulsion paint of interior
               grade, having VOC (Volatile Organic Compound ) content less
               than 50 grams/ litre of approved brand and manufacture,
               including applying additional coats wherever required to achieve
               even shade and colour.
     13.83.2   Two coats                                                            Sqm.
10   13.62     Painting with synthetic enamel paint of approved brand and
               manufacture of required colour to give an even shade :
     13.62.1   Two or more coats on new work over an under coat of suitable
               shade with ordinary paint of approved brand and manufacture
                                                                                    Sqm.



               SECTION - XIII       (ALUMINIUM WORK)
1    21.1      Providing and fixing aluminium work for doors, windows,
               ventilators and partitions with extruded built up standard tubular
               sections/ appropriate Z sections and other sections of approved
               make conforming to IS: 733 and IS: 1285, fixing with dash
               fasteners of required dia and size, including necessary filling up
               the gaps at junctions, i.e. at top, bottom and sides with required
               EPDM rubber/ neoprene gasket etc. Aluminium sections shall be
               smooth, rust free, straight, mitred and jointed mechanically
               wherever required including cleat angle, Aluminium snap beading
               for glazing / paneling, C.P. brass / stainless steel screws, all
               complete as per architectural drawings and the directions of
               Engineer-in-charge. (Glazing, paneling and dash fasteners to be
               paid for separately) :

     21.1.1    For fixed portion
     21.1.3    Polyester powder coated aluminium (minimum thickness of
               polyester powder coating 50 micron)                                  Kg.
2   21.1.2    For shutters of doors, windows & ventilators including providing
              and fixing hinges / pivots and making provision for fixing of
              fittings wherever required including the cost of PVC / neoprene
              gasket required (Fittings shall be paid for separately.)

    21.1.2.3 Polyester powder coated aluminium (minimum thickness of
             polyester powder coating 50 micron)                                 Kg.
3   21.3       Providing and fixing glazing in aluminium door, window,
             ventilator shutters and partitions etc. with EPDM rubber /
             neoprene gasket etc. complete as per the architectural drawings
             and the directions of engineer-in-charge . (Cost of aluminium
             snap beading shall be paid in basic item):
    21.3.3   With float glass panes of 8 mm thickness                            Sqm.
4   21.4     Providing and fixing double action hydraulic floor spring of
             approved brand and manufacture IS : 6315 marked, Hardwyn
             make (model 3000) or equivalent for doors including cost of
             cutting floors as required, embedding in floors and cover plates
             with brass pivot and single piece M.S. sheet outer box with slide
             plate etc. complete as per the direction of Engineer-in-charge.

    21.4.2    With Brass cover plate                                             Each
5   21.10     Providing and fixing with Aluminium Frame double glazed
              hermetically sealed glazing in aluminium windows, ventilators
              and partition etc. with 6 mm thick clear float glass both side,
              having 12 mm air gap, including providing EPDM gasket,
              perforated aluminium spacers, desiccants, sealant (Both primary
              and secondary sealant) etc. as per specifications drawings and
              direction of Engineer-in-charge complete.
                                                                                 Sqm.
6   21.11     Providing and fixing stainless steel (SS 304 grade) adjustable
              friction windows stays of approved quality with necessary
              stainless steel screws etc. to the side hung windows as per
              direction of Engineer in charge complete.
a   21.11.1   205 x 19 mm                                                        Each
b   21.11.2   255 X 19 mm                                                        Each
c   21.11.3   355 x 19 mm                                                        Each
d   21.11.4   510 x 19 mm                                                        Each
e   21.11.5   710x 19 mm                                                         Each
7   21.12     Providing and fixing aluminium tubular handle bar 32 mm outer
              dia,3.0 mm thick & 2100 mm long with SS screws etc .complete
              as per direction of Engineer-in-Charge.
    21.12.3   Polyester powder coated minimum thickness 50 micron
              aluminium tubular handle bar                                       Each
8   21.13     Providing and fixing 100mm brass locks (best make of approved
              quality) for aluminium doors including necessary cutting and
              making good etc. complete.                                         Each
9    21.17   Providing and fixing anodised aluminium grill (anodised
             transparent or dyed to required shade ccording to IS: 1868 with
             minimum anodic coating of grade AC 15) of approved
             design/pattern, with approved standard section and fixed to the
             existing window rame with C.P. brass/ stainless steel screws @
             200 mm centre to centre, including cutting the grill to proper
             opening size for fixing and operation of
             handles and fixing approved anodised aluminium standard
             section around the opening, all complete as per requirement and
             direction of Engineer-in-charge. (Only weight of grill to be
             measured for payment).                                               Kg.
10   21.18   Providing and fixing 12 mm thick frameless toughened glass door
             shutter of approved brand and Manufacture, including providing
             and fixing top & bottom pivot & spring type fixing arrangement
             and making necessary holes etc. for fixing required door fittings,
             all complete as per direction of Engineer-in-charge (Door handle,
             lock and stopper etc.to be paid separately).
                                                                                  Sqm.



             SECTION - XIV          (WATER PROOFING)
1    25.3    Providing and laying water proofing treatment to vertical and
             horizontal surfaces of depressed portions of W.C., kitchen and
             the like consisting of :    Ist course of applying cement slurry
             @ 4.4 Kg/sqm mixed with water proofing compound 'Impermo' of
             Snowcem or equivalent conforming to IS 2645 in recommended
             proportions.     IInd course of 20mm cement plaster 1:3 (1
             cement : 3 coarse sand) mixed with water proofing compound in
             recommended proportion.       IIIrd course of applying blown or
             residual bitumen aplied hot at 1.7 Kg. per sqm of area.      IVth
             course of 400 micron thick PVC sheet. (Overlaps at joints of PVC
             sheet should be 100 mm wide and pasted to each other with
             bitumen @ 1.7 Kg/sqm.)
                                                                                  Sqm
2   22.7     Providing and laying integral cement based water proofing
             treatment including preparation of surface as required for
             treatment of roofs, balconies, terraces etc consisting of following
             operations. (a) Applying and grouting a slurry coat of neat
             cement using 2.75 kg/sqm. of cement admixed with proprietary
             water proofing compound conforming to IS. 2645 over the RCC
             slab including cleaning the surface before treatment. (b)
             Laying cement concrete using broken bricks/brick bats 25 mm to
             100mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse
             sand) admixed with proprietary water proofing compound
             conforming to IS : 2645 over 20 mm thick layer of cement mortar
             of mix 1:5 (1 cement :5 coarse sand ) admixed with proprietary
             water proofing compound conforming to IS : 2645 to required
             slope and treating similarly the adjoining walls upto 300 mm
             height including rounding of junctions of walls and slabs.       (c)
             After two days of proper curing applying a second coat of cement
             slurry admixed with proprietary water proofing compound
             conforming to IS : 2645. (d) Finishing the surface with 20 mm
             thick jointless cement mortar of mix 1:4 (1 cement :4 coarse
    22.7.1   sand) average thickness of 120mm and minimum thickness at
             With admixed with proprietary water proofing compound
             khurra as 65 mm.                                                       Sqm



              SECTION - XV         (MISCELLANEUS BUILDING WORKS)
1   MR       Conventional Curtain Wall GLAZING SYSTEM
             Design supply and Installation of aluminium curtain Wall Glazing
             system to support / hold glass of approved make having main
             frame work of mullions and transoms of designed extruded
             sections to withstand a wind pressure of 180 kg./ sqm. and
             fabricated fixed at all levels, elevation & heights. The extruded
             section shall be finished with Powder Coating, to be approved by
             architects, of minimum 55 microns. Extruded section shall be of
             6063 T6 alloy or BSH9 conforming to IS-63400 mullion of min.
             weight 2.373 Kg/ rmt, transom of min. weight 1.8 kg/ rmt. Rate
             shall include fixing of the main frames to concrete structure with
             necessary GI clamps and fastening straps, nuts, bolts, rivets,
             washers and other fastening materials . Rate shall include EPDM
             Gasket ,appropriate Pressure Plate and Cover Plate complete for
             a water and air tight system.

             Main frame to be assembled as per design required and fixed to
             perfixed clamps with bolt/nut and washer. The framework thus
             fixed to be properly aligned and leveled to required grid work.

    a        Using Single Glass of 6mm Thick Toughened Tinted Glass of
             Saint Gobain Make                                                      Sqm.
    b        Using Single Glass of 6mm Thick Reflective Toughened Glass of
             Saint Gobain Make - Reflectasol / Antileo series or equivalent
                                                                                    Sqm.
    c   Using Single Glass of 6mm Thick ceramic Fritted / 3M Film
        Toughened Glass of Saint Gobain Make with different design and
        colour complete with erection on site as approved by the
        Architect                                                             Sqm.
2       STRUCTURAL GLAZING
        Providing and fixing Structural glazing of direct curing system
        with 50 – 60 microns Powder Coating as per desired shade
        fabrication and standard built up sections (appropriate size as per
        the structural feasibility and wind presure calculations) fixed.
        Structural Glazing in center Mullion made out of Aluminium
        section with its minimum size of 131 MM X 67 MM with its min.
        weight of 2.45 Kg/mtr and its Transom made out of Aluminium
        section with its min. weight of 1.700 Kg/mtr. Fixing of mullions
        fixed to existing beam and columns through adequately designed
        Brackets with Hilti Dash Fasteners as per designed depth. The
        system includes sealing with Dow Corning Silicon. The system
        does not include any kind of Flashing, Smoke Seal, Spandrel
        Insulation and silicon at the inside of the building etc


    a   Using Single Glass of 6mm Thick Toughened Tinted Glass of
        Saint Gobain Make                                                     Sqm.
    b   Using Single Glass of 6mm Thick Reflective Toughened Glass of
        Saint Gobain Make - Reflectasol / Antileo series or equivalent
                                                                              Sqm.
    c   Using Single Glass of 6mm Thick ceramic Fritted / 3M Film
        Toughened Glass of Saint Gobain Make with different design and
        colour complete with eraction on site as approved by the
        Architect                                                             Sqm.
3       Pressure plate and cap of different shape and size as approved
        by architect to be superimposed in glazings wherever requires
        duly powder coated to 60 microns pure polyster
                                                                              Rmt
4       Providing and fixing of spandrel insulation in spandrel glazing
        area of the curtain wall with 2mm thick aluminium sheet pure
        polyester powder coated to 60 micron thickness in approved
        shade, fabricated in a tray at a minimum distance of 50 mm from
        inner face of glass with 50 mm thick Resin Bonded fiber glass
        /mineral wool slab of density 48 kg/cum with black non woven
        fiber glass tissue (BGT) facing on one side, fixed between the
        tray and slab to form a smoke stop. The whole assembly shall be
        fixed to aluminium framework by stainless steel screws and the
        periphery gap between the G.I. sheet frame & aluminium
        framework to be sealed by silicon weather sealant as per the
        detail.
                                                                              Sqm.
5   MR       Rate for design, supply fabriction and installation of M.S. support
             structure for Structural Glazing duly treated with two coats of
             Zynchromate Yellow primer including all the connections, nuts,
             bolt and or welding and any other hardware needed for the
             fabriction of the framework support structure & wastage. The rate
             considered include the cost towards HILTI Anchors of HST
             Grade and of size M10*125.Cost of Chemical Anchors not
             included in the rates.
                                                                                   Kg
6            Providing and fixing 5 persions 340 kg lift. With 4 to 5 stops with
             size 1100mm Wide X 850mm Deep,and hairless pannals,ceiling
             CD35 SS ,vinyle flooring,SS railing ,Battery Operated Alarm
             Bell,16 Segment Digital Position Indicator At All Floors & Car
             Operating Panel With Luminiuou 16 Segment Digital Car Position
             Indicator Combined With Direction Arrows, Overload Warding
             Indicator,Battery Operated Emergency Light,travel hieght
             5m,Centre Opening Automatic With Door Operator & Multi Ray
             Electirc Door Detector System,Stainless Steel ( Hairline Finish )
             ,pit depth 1632mm Wide X 1550mm Deep,with machine
             room,Ac, One Car (Simplex) Full Collective Operation With/
             Without Attendentv,Automatic Rescue Operation Will Be
             Provided,415 Volts, 3 Phase 50 Hertz AC pawer supply,and all
             complete .
                                                                                   No.s
7   7.32     Stone work, plain in copings, cornices, string courses and plinth
             courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6
             coarse sand),
             including pointing with white cement mortar 1:2 (1 white cement :
             2 stone dust) with an admixture of pigment matching the stone
             shade.
    7.32.2   White sand stone / Dholpur Stone                                      Cum

                                                GROSS TOTAL AMOUNT
       QUANTITY   RATE   AMOUNT




PROPOSED BUILDING OF APPAREL
          FIRST FLOOR
       QUANTITY   RATE   AMOUNT




         0.80              -




         17.68             -




         89.00             -




         2.72              -


        138.00             -
         32.00             -
 10.00     -


  5.00     -

 12.65     -


  1.00     -
  2.00     -

 326.50    -

 344.00    -




 50.00     -




  50.00    -
19500.00   -
           -




 78.50     -


 60.11     -

 60.11     -


 60.11     -
           -
20.00   -




5.40    -


60.00   -
        -




0.60    -




1.60    -
3.00    -
        -




0.45    -




2.52    -




16.50   -


16.50   -


4.00    -




2.00    -



2.00    -


5.00    -




3.00    -
9.00    -
9.00    -



6.00    -



2.00    -




19.00   -




10.00   -

28.00   -




10.20   -
 3.80    -



 2.00    -
         -




22.00    -




145.00   -




220.00   -
         -
64.00    -




38.00    -

88.00    -

39.00    -




48.00    -




320.00   -




98.00    -
         -




60.80    -
 8.00     -

 8.00     -

 16.00    -

 16.00    -

 16.00    -

 8.00     -




 64.00    -


 4.00     -
          -




1230.00   -



 20.00    -

350.00    -




 18.00    -


1250.00   -
160.00            -




110.00            -




350.00            -




1250.00           -




 56.00            -
              -




100.00    -
75.00   -




10.60   -




2.00    -




10.60   -




4.00    -
4.00    -
4.00    -
4.00    -
4.00    -




2.00    -


2.00    -
60.00   -




5.00    -
        -




36.00   -
411.00   -
         -




10.05    -


10.05    -
16.15   -




37.50   -


37.50   -



56.30   -



79.00   -




47.50   -
42.50        -




2.00         -




10.50        -
             -
       Rs.   -
SL.NO      CODE                     DESCRIPTION OF ITEM                           UNIT
                                                                       ESTIMATE

FOR SANITARY, PLUMBING AND WATER SUPLY WORKS FOR THE PROPOSED A.T.D.C. BUILDING PAT
                                                  -PATNA.


      SANITARY, PLUMBING & WATER SUPPLY WORKS
      RATE BASED FROM DSR -2012
          A     SECTION -I (SANITARY INSTALLATIONS)
SL.NO   CODE                    DESCRIPTION OF ITEM                               UNIT
  1      17.1   Providing and fixing water closet squatting pan (Indian
                type W.C Pan) with 100mm sand cast iron P or S trap , 10
                litre low level white P.V.C. flushing cistern with
                manually controlled device(handle leaver) conforming to
                IS: 7231, with all fittings and fixtutes complete including
                cutting and making good the walls and floors wherever
                required
           17.1.2    White Vitreous china Orissa pattern W.C. pan of size 580
                     x440 mm with integral type foot rests with flush pipe and    Each
                     overflow arrangement.
  2         17.3     Providing and fixing white vitreous china pedestal type
                     water closet (European type ) with seat and lid ,10titre
                     low level white vitreous chaina flushing cistern & C.P.
                     flush bend with fittings & C. I brackets , 40mm flush
                     bend ,overflow arrangement with specials of standerd
                     make and mosquito proof coupling of approved
                     municipal desigen complete including painting of
                     fiftings and brackets ,cutting and making good the walls
                     and above floors wherever required


           17.3.1    W.C. pan with ISI marked white solid plastic seat and
                                                                                  Each
                     lid .
  3         17.4     Providing & fixing white vitreous china flat back or wall
                     corner type lipped urinal basin of 430 x 260 x 350 mm
                     and 340 x 410 x 265 mm sizes respectively with
                     automatic flushing cistern with C.I / M.S breakets
                     standard size of G.I. flush pipe and C.P brass spreaders
                     with brass unions and G.I clamps complete, including
                     painting of fittings and brackets, cutting and making good
                     the walls and floors wherever required.


           17.4.2    Range of two urinal basins with 5 liter P.V.C automatic
                                                                                  Each
                     flushing cistern
4      17.7      Providing & fixing white vitreous china wash basin with
                 C.I. / M.S. brackets 15 mm C.P. brass piller taps, 32 mm
                 C.P. brass waste of standard pattern, including painting of
                 fittings and brackets, cutting and making good the walls
                 wherever required.
      17.7.1     Flat back wash basin size 630 x 450 mm with a pair of 15
                                                                                 Each
                 mm C.P brass pillar taps.
5    17.10.1.2   Providing and fixing Stainless Steel A ISI 304(18/8)
                 kitchen sink as per IS: 13983 with C.I.brackets, Stainless
                 steel plug, 40mm , including painting of fittings and
                 brackets, cutting and making good the walls wherever            Each
                 required.. kitchen sink with drain board 510mm x 1040
                 mm bowl depth 225mm
6     17.29      Providing and fixing stainless steel jali ( grating) with or
                 without hole for waste pipe for floor / Nahani trap
     17.29.1     100mm dia. Weight not less than 100 gms.                        Each


        B        SECTION - II (WATER SUPPLY)
7     18.19      Providing and fixing gun metal non- return valve of
                 approved quality (screwed end)
     18.19.2.2   32 mm nominal bore Vertical                                     Each
     18.19.4.1   50 mm nominal bore Vertical                                     Each
8     18.17      Providing and fixing gun metal gate valve with C.I.
                 wheel of approved quality ( screwed end)
      18.17.3    40mm nominal bore                                               Each
      18.17.5    65mm nominal bore                                               Each
9    18.21.1.1   Providing and fixing PVC connection pipe with brass
                                                                                 Each
                 unions 45 cm length & 15mm nominal bore
10   17.28.1.2   Providing and fixing P.V.C. Flexible pipe40mm dia waste
                 pipe for sink or wash basin including PVC waste fittings
                 complete. Semi rigid pipe (A) 40 mm dia
                                                                                 Each
11    18.48      Providing and placing on terrace polyethylene water
                 storage tank of IS : 12701 marked with cover and
                 suitable locking arrangement and making necessary holes
                 for inlet, outlet & over flow pipes but without fittings and
                 the base support for tank.(Sintex)
                                                                                Per litre
12    18.49      Providing and fixing C.P. brass bib cock of approved
                 quality confirming to IS:8931       (a) 15 mm nominal
                 bore                                                            Each
13   18.51.1     Providing and fixing C.P. brass long body bib cock of
                 approved quality coforming to IS: 8931 and weighing not
                 less than 690 gms(A) 15 mm nominal bore
                                                                                 Each
 14     18.53.1     Providing and fixing concealed C.P. brass angle valve for
                    basin mixer and Geyser point of approved quality
                    coforming to IS: 8931 (A) 15 mm nominal bore
                                                                                Each
 15      17.31      Providing and fixing 600 x 450 mm bevelled edge mirror
                    of superior glass of approved quality complete with 6mm
                    thick hard board ground fixed to wooden cleats with C.P.
                    brass screws and washers complete.
                                                                                Each
 16       1.1       Providing and fixing ball valve (brass) of approved
                    quality complete.
        1.10.3.3    25 mm nominal bore                                          Each
 17       1.94      Providing and fixing C.P. brass close hole basin mixture
                    Pillar tap of approved quality conforming to IS:8931 (a)
                    15 mm nominal bore (weight not less than 1.97 kg)
                                                                                Each
 18      17.70      Providing and fixing PTMT Bottle trap for wash basin
                    and Sink.
        17.70.2     Bottle trap 38mm single piece moulded with height of
                    270mm ,effective length of tail pipe 260mm from the
                    centre of the waste coupling 77mm breath with 25mm
                    minimum water seal ,weighing not less than 263gms
                                                                                Each
 16      17.71       Providing and fixing PTMT liquid soap container
                    109mm wide ,125mm high and 112mm distance from
                    wall of standard shape with bracket of the same materials
                    with snap fitting of approved quility and colour weighing
                    not less than 105 gms.                                      Each
 17      17.73      Providing and fixing PTMT towel rail complete with
                    bracket fixed to wooden cleats with C.P. brass screws
                    with concealed fifting arrangement of approved quality
                    and colour.
        17.73.2     600mm long towel rail with total length of 645 mm
                    ,width 78mm and effective height of 88mm ,weighing not
                    less than 190gms                                            Each
 18     17.34.1     Providing and fixing toilet paper holder of C.P. brass
                                                                                Each
19(a)   17.35.1.2   Providing & fixing soil,         waste & vent pipes of
                    centrafugally cast (spun) iron   S&S pipe as per IS: 3989
                    of 100 mm dia                                               R. mtr.
 b      17.35.2.2   Providing & fixing soil,         waste & vent pipes of
                    centrafugally cast (spun) iron   S&S pipe as per IS: 3989
                    of 75 mm dia                                                R. mtr.
 C                  Providing & fixing soil,         waste & vent pipes of
                    centrafugally cast (spun) iron   S&S pipe as per IS: 3989
                    of 50 mm dia                                                R. mtr.
 20      17.41      Providing and fixing double equal plain junction of
                    required degres door ,inspection rubber washer 3mm
                    thick ,bolts and nuts complete
  a     17.41.1.2   Sand cast iron S&S asper IS: 3989 -- 100mm dia                  Each
 21      17.38      Providing and fixing bend of required degree with access
                    door inseration rubber washer 3mm thick ,bolts and nuts
                    complete.
  a     17.38.1.2   100mm sand cast iron S&S as per IS: 3989                        Each
 b      17.38.2.2   75mm sand cast iron S&S as per IS: 3989                         Each
 22     17.40.1.2   Providing and fixing heal rest sanitary bend 100mm sand
                    cast iron S&S as per IS: 3989                                   Each
 23      17.37      Providing and fixing M.S. holder- bat clamps of approved
                    design to sand-cast-iron/ cast iron ( spun) pipe embedded
                    in and including cement concrete block 10x 10 10 cm. of
                    1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone
                    aggregate 20 mm nominal size) including cost of cutting
                    holes and making good the walls etc.

  a     17.36.2     for 100 mm dia                                                  Each
  b     17.36.2     for 75 mm dia                                                   Each
  c                 for 50 mm dia                                                   Each
24(a)    M.R        S.C.I S&S Slotted Cowl(Terminal guard) 100mm                    Each
 (b)     M.R        S.C.I S&S Slotted Cowl (Terminal guard) 75mm                    Each
 25      17.58      Providing lead caulked joints to sand cast
                    iron/centrifugally cast (spun) iron pipes and fittings of
                    diameter :
        17.58.1      100 mm                                                         Each
        17.58.2      75 mm                                                          Each
        17.58.3      50 mm                                                          Each
 26                 Painting sand cast iron/ centrifugally cast (spun) iron soil,
                    waste vent pipes and fittings with two coats of synthetic
                    enamel paint of any colour such as chocolate grey, or buff
                    etc. over a coat of primer (of approved quality) for new
                    work :
        17.65.1      100 mm diameter pipe                                           metre
        17.65.2      75 mm diameter pipe                                            metre
                    50 mm diameter pipe                                             metre
 27      17.44      Providing and fixing single equal plain junction of
                    required degree :
        17.44.1.2   100x100x100 mm (Sand cast iron S&S as per IS - 3989)
                                                                                    Each
        17.44.2.2   75x75x75 mm (Sand cast iron S&S as per IS - 3989 )
                                                                                    Each


           C        SECTION - III (G.I.PIPES & FITTINGS)
28    18.12     Providing and fixing G.I pipes complete with G.I. fittings
                and clamps including cutting and making good the walls
                etc.
     18.12.3    25 mm dia nominal bore                                        Metre
     18.10.4    32mm dia nominal bore                                         Metre
     18.10.5    40 mm dia nominal bore                                        Metre
     18.10.6    50mm dia nominal bore                                         Metre
     18.10.7    65 mm dia nominal bore                                        Metre
29    18.10     Concealed pipe including painting with anti corrosive
                bitumastic paint, cutting chases and making good the
                wall.(Internal work- Exposed on wall)
     18.10.1    15 mm dia nominal bore                                        Metre
     18.10..2   20 mm dia nominal bore                                        Metre
30    18.38     Painting G.I. pipes and fittings with synthetic enamel
                white paint with two coats over a ready mixed priming
                coat, both of approved quality for new work :

                25 mm dia nominal bore                                        Metre
                32mm dia nominal bore                                         Metre
                40 mm dia nominal bore                                        Metre
                50mm dia nominal bore                                         Metre
31    MR        Supplying and fixing approved make of 25 litre capacity
                storage water heater complete with Thermostat, copper
                water tank or Stainless steel tank, built in pressure
                release, Neon indicater lamp & proper safety valve and
                externally finished with powder coated paint of approved
                shade, with minimum one year guarantee.
                                                                              Each


       D        SECTION - IV (DRAINAGE SYSTEM)
32   19.3.4     Providing and fixing Square mouth S.W. gully trap grade
                'A' complete with C.I. Grating brick masonary chamber
                with bricks of class designation 75 and water tight C.I.
                cover with frame of 300 mm x 300 mm Size ( in side the
                weight of cover to be not less than 4.5 kg. and frame to be
                not less than 2.70 kg as per standard design:

      19.4.3.   180mm X 150 mm size 'P' trap
     19.4.3.1   With F.P.S. bricks desiganation 75                            Each
33     19.6     Providing and laying non-pressure NP2 class ( light duty)
                R.C.C. pipes with collars jointed with stiff mixture of
                cement motor in the proportion of 1:2 ( 1 cement : 2 fine
                sand) including testing of joints etc. complete.

     19.6..2    150 mm diameter R.C.C pipe                                    Mtr.
     19.6.3     250 mm diameter R.C.C pipe                                    Mtr.
34    19.7      Construction of brick masonary manhole with 75 class
                designation bricks in cement mortar 1:4 ( 1 cement : 4
                coarse sand) R.C.C top slab with 1:2:4 mix (( 1 cement :
                2 coarse sand : 4 graded stone aggregate 20 mm nominal
                size) foundation concrete 1:4:8 mix (( 1 cement : 4 coarse
                sand : 8 graded stone aggregate 40 mm nominal size)
                inside plastering 12 mm thick with cement mortar 1:3 ( 1
                cement : 3 coarse sand) finished with floating coat of neat
                cement and making channels in cement concrete 1:2:4
                mix (( 1 cement : 2 coarse sand : 4 graded stone aggregate
                20 mm nominal size) finished with a floating coat of neat
                cement complete as per standard design:



a    19.7..1    Inside size 90cm x 80cm and 45 cm deep including C.I.
                cover with frame ( light duty ) 455mm x 610 mm internal
                diamensions total weight of cover and frame to be not
                less than 38 kg. ( weight of cover 23 kg and weight of
                frame 15 kg) with F.P.S Bricks
     19.7.1.1   With F.P.S. bricks desiganation 75                            Each
b     19.7.2    Inside size 120cm x 90cm and 90 cm deep including C.I.
                cover with frame ( medium duty ) 500 mm internal
                diameter, total weight of cover and frame to be not less
                than 116kg. ( weight of cover 58 kg and weight of frame
                58kg)
     19.7.2.1   With F.P.S. bricks desiganation 75                            Each
c     19.7.3    Inside size 120cm x 90cm and 90 cm deep including C.I.
                cover with frame ( heavy duty ) 560 mm internal diameter
                total weight of cover and frame to be not less than208 kg.
                ( weight of cover 108 kg and weight of frame 100 kg)

     19.7.3.1   With F.P.S. bricks desiganation 75                            Each
35     19.8     Extra for depth for manholes
 a   19.8.1.1   Size 90 x 80 cm. with FPS brick                               /Mtr.
b    19.8.2.1   Size 120 x 90 cm. with FPS brick                              /Mtr.
36   2.10.1.2   Excavation trenches of required width for pipes cables,etc
                including excavation for sockets, and dressing of sides,
                ramming of bottoms, depth upto 1.5 m including getting
                out the excavated soil, and then returning the soil as
                required, in layers not exceeding 20 cm. in depth
                including consolidating each deposited layer by ramming,
                watering, etc.and diposing of surplush excavated soil as
                directed within a lead of 50 metre in all kind of soil &
                pipe size up to 300 mm dia.
                                                                              Mtr.
                Sub Total of Section
        E       SECTION - VI (SEPTIC TANK & SOAK PIT)
37     2.6      Earth work in excavation over areas( exceeding 30cm in
                depth . 1.5m in width as well as 10 sqm on plan)
                including disposal of excavated earth, lead upto 50m and
                lift upto 1.5m, Disposed earth to be levelled and neatly
                dressed.                                                     cum.
38    2.27      Supplying and filling in plinth with local sand and under
                floors including , watering, ramming consolidating and
                dressing complete.                                           cum.
39    11.72     Providing and laying designation 100A one brick flat
                soling joint filled with local sand including watering,
                taxes, royalty all complete as per building specification
                and direction of E/ I.                                       Sqm.
40    5.1.2     Providing and laying in position RCC mix 1:1.5:3(1
                cement : 1.5 coarse sand : 3 graded stone aggregate
                20mm nominal size) .of reinforced cement concrete
                excluding the cost of centring, shuttering and
                reinforcement.                                               Cum.
41    6.1A      Brick work with bricks of class designation 100A in
                foundations and plinth in :
 a   6.1.12/1    Cement mortar 1 .:4 (1 cement: 4 coarse sand )              Cum.
42    11.3.1    Cement concrete flooring 1:2:4( 1cement : 2 coarse sand :
                4 graded stone aggregate ) finishing with a floating coat
                of neat cement including slurry( a)40mm thick with           Sqm.
                20mm nominal size stone aggregate

43    13.80     15 mm cement plaster 1:3 (1 cement: 3 coarse sand )
                finished with a floating coat of neat cement on the rough    Sqm.
                side of single or half brick wall.
44    11.3.1    Cement concrete flooring 1:2:4( 1cement : 2 coarse sand :
                4 graded stone aggregate ) finishing with a floating coat
                of neat cement including slurry( a)40mm thick with           Sqm.
                20mm nominal size stone aggregate

45    5.29      Reinforcement for R.C.C. work including straightening ,
                cutting , bending, placing in position and binding all
                complete .
a    5.29.7A    Thermo -Mechanically Treated bars TMTC-415-8mm
                                                                             Kg.
                dia.
b    5.29.7.B   Thermo -Mechanically Treated bars TMTC-415-10mm
                                                                             Kg.
                dia.
c    5.29.7 C   Thermo- Mechanically Treated bars TMTC-415-12mm
                                                                             Kg.
                dia
46     5.9      Centring and shuttering including strutting, propping etc.
                and removal of form for :-
a     5.9.1     Foundations, footings, bases of columns etc. for mass
                                                                             Sqm.
                concrete.
b       5.9.2     Walls (any thickness) including attached pilasters ,
                                                                                Sqm.
                  Butteresses, plinth and string courses etc
c       5.9.3     Suspended floor, roofs, landings, balconies and access
                                                                                Sqm.
                  platform.
d       5.9.6     Columns, pillars, piers,abutments, poste and struts .         Sqm.
47    17.35.2.2   Providing and fixing soil ,waste and vent pipes75mm dia
                  centrifugally cast (spun) iron socketed pipe as per IS :      metre
                  3989.
48      19.19     Providing and fixing in position pre-cast RCC manhole
                  cover and frame of required shape & approved quality

      19.19.2.2   MD-10 Circular Shape 500 mm internal diameter                 Each
49     19.15.1    Providing M.S foot rests with 20 mm x 20 mm square
                  bar including fixing with 20x20x10 cement concrete            Each
                  blocks in 1:2:4
50     19.32.1    Making soak pit 2.5 m diameter,3.0m deep with 45 x 45
                  cm dry brick honey comb shaft with bricks designation 75
                  and S,W. drain pipe 100mm diameter,1.80m long                 Each
                  complete as per standard design

     Grand Total Amount of one septic Tank & Soak pit

         G        SECTION- VII     UNDER GROUND WATER TANK( DOMESTIC)
51       2.6      Earth work in excavation over areas( exceeding 30cm in
                  depth . 1.5m in width as well as 10 sqm on plan)
                  including disposal of excavated earth, lead upto 50m and      cum.
                  lift upto 1.5m, Disposed earth to be levelled and neatly
                  dressed.
52      2.27      Supplying and filling in plinth with local sand and under
                  floors including , watering, ramming consolidating and        cum.
                  dressing complete.
53      11.72     Providing and laying designation 100A one brick flat
                  soling joint filled with local sand including watering,
                                                                                Sqm.
                  taxes, royalty all complete as per building specification
                  and direction of E/ I.
54      4.1.2     Providing and laying in position cement concrete of
                  specified grade excluding the cost of centering and
                  shuttering -all work up to plinth level :1:2:4( 1 Cement :2   cum.
                  Coarse sand :4 Graded stone aggregate 20mm nominal
                  size) )
55      5.1.2     Providing and laying in position RCC mix 1:1.5:3(1
                  cement : 1.5 coarse sand : 3 graded stone aggregate
                  20mm nominal size) .of reinforced cement concrete             Cum.
                  excluding the cost of centring, shuttering and
                  reinforcement.
56     MR        Extra for providing injection water proofing treatment by
                 injecting approved chemical along with cement ,so as to
                 make the concrete fully water proof .The agency for this
                 treatment will need pioar approval and the treatment will     Sqm.
                 be guaranted for at least 10years.

57    11.3.1     Cement concrete flooring 1:2:4( 1cement : 2 coarse sand :
                 4 graded stone aggregate ) finishing with a floting coat of
                                                                               Sqm.
                 neat cement including slurry( a)40mm thick with 20mm
                 nominal size stone aggregate
58    13.10      15 mm cement plaster 1:3 (1 cement: 3 coarse sand )
                 finished with a floating coat of neat cement on the rough     Sqm.
                 side of single or half brick wall.
59     5.29      Reinforcement for R.C.C. work including straightening ,
                 cutting , bending, placing in position and binding all
                 complete .

     5.29.7A     Thermo -Mechanically Treated bars TMTC-415                     Kg.
60     5.14      Centring and shuttering including strutting, propping etc.
                 and removal of form for :-
      5.14.1     Foundations, footings, bases of columns etc. for mass
                                                                               Sqm.
                 concrete.
      5.14.3     Suspended floor, roofs, landings, balconies and access
                                                                               Sqm.
                 platform.
61   17.35.2.2   Providing and fixing soil ,waste and vent pipes75mm dia
                 centrifugally cast (spun) iron socketed pipe as per IS :      metre
                 3989.
62    19.19      Providing and fixing in position pre-cast RCC man hole
                 cover and frame of required shape & approved quality

     19.19.2.2   MD-10 Circular Shape 500 mm internal diameter                 Each
63    19.15.1    Providing M.S foot rests with 20 mm x 20 mm square
                 bar including fixing with 20x20x10 cement concrete            Each
                 blocks in 1:2:4

                 Grand Total Amount of One Under Ground Water Tank


       H         SECTION- VII     UNDER GROUND STATIC WATER TANK( FIRE FIGHTING)
51     2.6       Earth work in excavation over areas( exceeding 30cm in
                 depth . 1.5m in width as well as 10 sqm on plan)
                 including disposal of excavated earth, lead upto 50m and      cum.
                 lift upto 1.5m, Disposed earth to be levelled and neatly
                 dressed.
52     2.27      Supplying and filling in plinth with local sand and under
                 floors including , watering, ramming consolidating and        cum.
                 dressing complete.
53    11.72      Providing and laying designation 100A one brick flat
                 soling joint filled with local sand including watering,
                                                                               Sqm.
                 taxes, royalty all complete as per building specification
                 and direction of E/ I.
54     4.1.2     Providing and laying in position cement concrete of
                 specified grade excluding the cost of centering and
                 shuttering -all work up to plinth level :1:2:4( 1 Cement :2   cum.
                 Coarse sand :4 Graded stone aggregate 20mm nominal
                 size) )
55     5.1.2     Providing and laying in position RCC mix 1:1.5:3(1
                 cement : 1.5 coarse sand : 3 graded stone aggregate
                 20mm nominal size) .of reinforced cement concrete             Cum.
                 excluding the cost of centring, shuttering and
                 reinforcement.
56     MR        Extra for providing injection water proofing treatment by
                 injecting approved chemical along with cement ,so as to
                 make the concrete fully water proof .The agency for this
                 treatment will need pioar approval and the treatment will     Sqm.
                 be guaranted for at least 10years.

57    11.3.1     Cement concrete flooring 1:2:4( 1cement : 2 coarse sand :
                 4 graded stone aggregate ) finishing with a floting coat of
                                                                               Sqm.
                 neat cement including slurry( a)40mm thick with 20mm
                 nominal size stone aggregate
58    13.10      15 mm cement plaster 1:3 (1 cement: 3 coarse sand )
                 finished with a floating coat of neat cement on the rough     Sqm.
                 side of single or half brick wall.
59     5.29      Reinforcement for R.C.C. work including straightening ,
                 cutting , bending, placing in position and binding all
                 complete .

     5.29.7A     Thermo -Mechanically Treated bars TMTC-415                     Kg.
60     5.14      Centring and shuttering including strutting, propping etc.
                 and removal of form for :-
      5.14.1     Foundations, footings, bases of columns etc. for mass
                                                                               Sqm.
                 concrete.
      5.14.3     Suspended floor, roofs, landings, balconies and access
                                                                               Sqm.
                 platform.
61   17.35.2.2   Providing and fixing soil ,waste and vent pipes75mm dia
                 centrifugally cast (spun) iron socketed pipe as per IS :      metre
                 3989.
62    19.19      Providing and fixing in position pre-cast RCC man hole
                 cover and frame of required shape & approved quality

     19.19.2.2   MD-10 Circular Shape 500 mm internal diameter                 Each
   63      19.15.1       Providing M.S foot rests with 20 mm x 20 mm square
                         bar including fixing with 20x20x10 cement concrete           Each
                         blocks in 1:2:4
   64        MR          Providing & fixing in position Gun matel two way
                         collecting head with 63 mm dia instantaneous type inlet
                                                                                      Each
                         with built in check valve for fire Brigadeconnection (IS
                         904-1965)
   65        MR          Providing and fixing CO2 type fire Extinguistrers with
                         cylinder fully charged of capacity of 9 litres complete
                                                                                      Each
                         with bracklite horn, discharge type, CI bracket for wall
                         mounting

                         Grand Total Amount of One Under Ground Water Tank



   H
          Estimate for the Sinking of 100mm / 50mm dia Tube well by Rig Machine & Supply of 100 mm / 50 mm dia
                                                            Set with all necessary accessories.

Sl.No.   Code                               Description of Item                       Unit
                         SECTION- VIII
   1                24.1     Boring/drilling bore well of required dia for casing/
                         strainer pipe, by suitable method prescribed in IS: 2800
                         (part I), including collecting samples from different
                         strata, preparing and submitting strata chart/ bore log,
                         including hire & running charges of all equipments, tools,
                         plants & machineries required for the job, all complete as
                         per direction of Engineer -in-charge, upto 90 metre depth
                         below ground level.


         24.1.1               All types of soil
         24.1.1.1         Required Dia (up to 300 mm)                                 mtr
   2                24.2      Boring/drilling bore well of required dia for casing/
                         strainer pipe, by suitable method prescribed in IS: 2800
                         (part I), including collecting samples from different
                         strata, preparing and submitting strata chart/ bore log,
                         including hire & running charges of all equipments, tools,
                         plants & machineries required for the job, all complete as
                         per direction of Engineer -in-charge, beyond 90 metre &
                         upto 150 metre depth below ground level.


         24.2.1              All types of soil
         24.2.1.1          300 mm dia metre                                           Mtr.
3               24.3          Supplying, assembling, lowering and fixing in
                       vertical position in bore well, unplasticized PVC medium
                       well casing (CM) pipe of required dia, conforming to IS:
                       12818, including required hire and labour charges,
                       fittings & accessories etc. all complete, for all depths, as
                       per direction of Engineer -in-charge.

     24.3.1         a) 100 mm nominal size dia metre                                  Mtr.
                    b) 50 mm nominal size dia metre                                   Mtr.
    4 MR.           Supply fitting and fixing 50mm dia PVC Slotted pipe
                    with socket and other fittings on approved make up to
                    required depth with center guides.                                Mtr.
5               24.8 Supplying approved Gravel & packing the same in
                    tubewell construction in accordance with IS: 4097,
                    including providing gravel fine/ medium/ coarse, in
                    required grading & sizes as per actual requirement, all
                    complete as per direction of Engineer-in-charge.                  cum
6              24.15     Providing and fixing Bail plug/ Bottom plug of
                   required dia to the bottom of pipe assembly of tubewell as
                   per IS:2800 (part I).
     24.15.1        50 mm dia each                                                    Each
7            24.14     Providing and fixing M.S. clamp of required dia to
                   the top of casing/ housing pipe of tubewell as per IS:
                   2800 (part I), including necessary bolts & nuts of
                   required size complete.

     24.14.1          100 mm clamp                                                    Each
8              24.12      Development of tube well in accordance with IS :
                     2800 (part I) and IS: 11189, to establish maximum rate of
                     usable water yield without sand content (beyond
                     permissible limit), with required capacity air
                     compressor, running the compressor for required time till
                     well is fully developed, measuring yield of well by "V"
                     notch method or any other approved method, measuring
                     static level & draw down etc. by step draw down method,
                     collecting water samples & getting tested in approved
                     laboratory, i/c disinfection of tubewell, all complete,
                     including hire & labour charges of air compressor, tools
                     & accessories etc., all as per requirement and direction of
                     Engineer-in-charge.
                                                                                      Hour
9    MR                Transporting boring equipments, machines, tools & plants
                       to and from site, storing Erection of the boring
                       equipments and machines etc. and dismantling and
                       removing the same from site on complition of sinking of
                       tube well.                                                     job
 10        MR        Collecting sample of water bacteriological and chemical
                     test at any time during excutioin of work including hire
                     and labour charges for tools and plants sterilizing the
                     equipments paying all charges and fees, testing etc.
                     Complete in all respects as per direction and submission
                     of reports of such tests
                                                           Total of Section - I

                     (b)Installation of Pump
      11        MR   Supplying and installation of approved make L & T or
                     equivalent starter control panel complete with required
                     controls, Voltmetre Amps metre etc complet.
                                                                                  set
      12        MR   Supplying & Installing 1 HP Submersible pump sets (
                     WASP/ K.S.B/CALMA/ MODI make )capable of
                     delivering (minimum 7500 ltr/ hour at a head of 30. mtr.
                                                                                  Set
      13        MR   Supplying & fixing suitable PVC flat waterproofing
                     Submersible cable (D.M = double metre)
                                                                                  mtr.
      14        MR   Supplying & Installing 40 mm dia of G.I column pipe
                     of suitable size heavy duty (ITC/ Jindal) make in length
                     of 3 mtr.with both ends threaded and one end socked.
                                                                                  mtr.
      15        MR   Supplying and delivery of 90° Bend/ Elbow.                   Pcs.
      16        MR   Supplying and delivery of 40mm dia Non return valve as
                     per I.S.                                                     Pcs.
      17        MR   Supplying and delivery of 100 MM dia pressure guage (0-
                     150 PSI)                                                     Pcs.
      18        MR   Supplying & installing acessaries for installation of Tube
                     well
                     ( i ) Reducer Socket ( 100 x 50 mm)                          Pcs.
                     ( ii ) 40mm G.I Nipple ( Tata Mark)                          Pcs.
                                                          Total of Section -I I
                     Gross Total Amount of (a+b )
  I        SECTION- IX ( RAIN WATER HARVESTING WORKS)
SL.NO        CODE                  DESCRIPTION OF ITEM                            UNIT
               A         REACHARGE & FILTRATION CHAMBER
  1           2.6    Earth work in excavation over areas( exceeding
                     30cm in depth . 1.5m in width as well as 10 sqm on
                     plan) including disposal of excavated earth, lead
                     upto 50m and lift upto 1.5m, Disposed earth to be
                     levelled and neatly dressed.
                                                                                  cum.
2      2.27     Supplying and filling in plinth with local sand and
                under floors including , watering, ramming
                consolidating and dressing complete.                        cum.
3     11.72     Providing and laying designation 100A one brick
                flat soling joint filled with local sand including
                watering, taxes, royalty all complete as per building
                specification and direction of E/ I.
                                                                              Sqm.
4     11.73     11.73 Providing designation 100 A one brick on
                edge soling joints filled with local sand including cost
                of watering, taxes, royalty all complete as per
                building specification and direction of E/l,             Sqm.
5     5.1.2     Providing and laying in position RCC mix 1:1.5:3(1
                cement : 1.5 coarse sand : 3 graded stone
                aggregate 20mm nominal size) .of reinforced
                cement concrete excluding the cost of centring,
                shuttering and reinforcement.                                 Cum.
6      6.1A     Brick work with bricks of class designation 100A in
                foundations and plinth in :
     6.1.12/1    Cement mortar 1 .:4 (1 cement: 4 coarse sand )
                                                                              Cum.
7      5.29     Reinforcement        for   R.C.C.     work   including
                straightening , cutting , bending, placing in position
                and binding all complete .
     5.29.7A    Thermo -Mechanically Treated bars TMTC-415-
                                                                             Kg.
                8mm dia.
     5.29.7.B   Thermo -Mechanically Treated bars TMTC-415-
                                                                             Kg.
                10mm dia.
     5.29.7 C   Thermo- Mechanically Treated bars TMTC-415-
                                                                             Kg.
                12mm dia
8      5.9      Centring and shuttering including strutting, propping
                etc. and removal of form for :-
      5.9.1     Foundations, footings, bases of columns etc. for
                                                                            Sqm.
                mass concrete.
      5.9.3     Suspended floor, roofs, landings, balconies and
                                                                            Sqm.
                access platform.
9     13.80     15 mm cement plaster 1:3 (1 cement: 3 coarse sand
                ) finished with a floating coat of neat cement on the
                                                                            Sqm.
                rough side of single or half brick wall.

10    19.19    Providing and fixing in position pre-cast RCC
               manhole cover and frame of required shape &
               approved quality
     19.19.2.2 MD-10 Circular Shape 500 mm internal diameter
                                                                            Each
11   19.15.1    Providing M.S foot rests with 20 mm x 20 mm
                square bar including fixing with 20x20x10 cement            Each
                concrete blocks in 1:2:4
12   19.3.4     Providing and fixing Square mouth S.W. gully trap
                grade 'A' complete with C.I. Grating brick
                masonary chamber with bricks of class designation
                75 and water tight C.I. cover with frame of 300 mm x
                300 mm Size ( in side the weight of cover to be not
                less than 4.5 kg. and frame to be not less than 2.70
                kg as per standard design:

      19.4.3.   180mm X 150 mm size 'P' trap
 a   19.4.3.1   With F.P.S. bricks desiganation 75                       Each
13     19.6     Providing and laying non-pressure NP2 class ( light
                duty) R.C.C. pipes with collars jointed with stiff
                mixture of cement motor in the proportion of 1:2 ( 1
                cement : 2 fine sand) including testing of joints etc.
                complete.
 a   19.6..2    150 mm diameter R.C.C pipe                               Mtr.
14    19.7      Construction of brick masonary manhole with 75
                class designation bricks in cement mortar 1:4 ( 1
                cement : 4 coarse sand) R.C.C top slab with 1:2:4
                mix (( 1 cement : 2 coarse sand : 4 graded stone
                aggregate 20 mm nominal size) foundation concrete
                1:4:8 mix (( 1 cement : 4 coarse sand : 8 graded
                stone aggregate 40 mm nominal size) inside
                plastering 12 mm thick with cement mortar 1:3 ( 1
                cement : 3 coarse sand) finished with floating coat
                of neat cement and making channels in cement
                concrete 1:2:4 mix (( 1 cement : 2 coarse sand : 4
                graded stone aggregate 20 mm nominal size)
                finished with a floating coat of neat cement
                complete as per standard design:

     19.7.2     Inside size 120cm x 90cm and 90 cm deep
                including C.I. cover with frame ( medium duty ) 500
                mm internal diameter, total weight of cover and
                frame to be not less than 116kg. ( weight of cover
                58 kg and weight of frame 58kg)
a    19.7.2.1   With F.P.S. bricks desiganation 75                       Each
      19.7.3    Inside size 120cm x 90cm and 90 cm deep
                including C.I. cover with frame ( heavy duty ) 560
                mm internal diameter total weight of cover and
                frame to be not less than208 kg. ( weight of cover
                108 kg and weight of frame 100 kg)
b    19.7.3.1   With F.P.S. bricks desiganation 75                       Each
15         24.3       Supplying, assembling, lowering and fixing in
                      vertical position inbore well, unplasticized PVC
                      medium well casing (CM) pipe of required dia,
                      conforming to IS: 12818, including required hire and
                      labour charges, fittings & accessories etc. all
                      complete, for all depths,as per direction of Engineer -
                      in-charge.
 a        24.3.1      100 mm nominal size dia                                   metre
16         24.4       Supplying, filling, spreading & leveling coarse sand
                      of sizerange 1.5 mm to 2 mm in recharge pit, in
                      required thickness over gravel layer, for all leads &     cum
                      lifts, all complete as per direction of Engineer -in-
                      charge.
17        24.5(A)     Supplying, filling, spreading & leveling brick khoa of
                      size range 40 mm to 20 mm in recharge pit, in
                      required thickness over brick aggregate layer, for
                                                                                cum
                      all leads & lifts, all complete as per direction of
                      Engineer -in-charge.

18        24.5(B)     Supplying, filling, spreading & leveling coarse sand
                      of size range 65mm to 45 mm in recharge pit, in
                      required thickness over brick aggregate layer, for
                                                                                cum
                      all leads & lifts, all complete as per direction of
                      Engineer -in-charge.

19        24.5 C      Supplying, filling, spreading & leveling brick
                      aggregate of size range 45 mm to 25 mm in
                      recharge pit, in required thickness over brick            cum
                      aggregate layer, for all leads & lifts, all complete as
                      per direction of Engineer -in-charge.
     20                    Boring/drilling bore well of required dia for
                      casing/ strainer pipe, by suitable method prescribed
                      in IS: 2800 (part I), including collecting samples
                      from different strata, preparing and submitting strata
                      chart/ bore log, including hire & running charges of
                      all equipments, tools, plants & machineries required
                      for the job, all complete as per direction of Engineer
                      -in-charge, upto 90 metre depth below ground level.

               24.1
                      24.1.1     All types of soil
                      24.1.1.1 Required Dia (up to 300 mm)                            25.00
     21    24.8         Supplying approved Gravel & packing the same in
                      tubewell construction in accordance with IS: 4097,
                      including providing gravel fine/ medium/ coarse, in
                      required grading & sizes as per actual requirement,
                      all complete as per direction of Engineer-in-charge.
                                                                                        2.00
    22        24.14     Providing and fixing M.S. clamp of required dia to
                      the top of casing/ housing pipe of tubewell as per IS:
                      2800 (part I), including necessary bolts & nuts of
                      required size complete.


         24.14.1        100 mm clamp                                            1.00
                      THE COST OF RAIN WATER HARVESTING
                      WORK

                                   GROSS TOTAL AMOUNT




            ABSTRACT OF COST FOR SANITARY, PLUMBING AND WATER SUPLY WORKS FOR THE PROP
                                           PATALIPUTRA INDUSTRIAL AREA -PATNA.


                                                          BASEMENT , GROUND & FIRST FLOOR
                                         DESCRIPTION
1            A        SECTION -I        (SANITARY INSTALLATIONS)

2            B        SECTION - II       (WATER SUPPLY)

3            C        SECTION - III      (G.I.PIPES & FITTINGS)

4            D        SECTION - IV       (DRAINAGE SYSTEM)

5
             E        SECTION - V        (SEPTIC TANK & SOAK PIT)


6
              F       SECTION- VI        UNDER GROUND DOMESTIC WATER TANK


7                     SECTION- VII       UNDER GROUND STATIC WATER TANK                     (
             G
                      FIRE FIGHTING)


8
             H        SECTION- VIII       TUBE WELL& INSTALLETION OF SUBMERSIBLE PUMP SETS.
9        I      SECTION- IX     RAIN WATER HARVESTING WORKS


    Total cost of Sanitary,Plumbing ,Under Ground WaterTanks ( Water supply) & Fire Fighting) and
    Tube Well with Submersible pump
          QUANTITY       RATE         AMOUNT


SED A.T.D.C. BUILDING PATALIPUTRA INDUSTRIAL AREA




          QUANTITY       RATE         AMOUNT




                  4.00                         -




                  4.00                         -




                  2.00                         -
  10.00   -




   2.00   -




  10.00   -
          -   1




   2.00   -
   2.00   -


   4.00   -
   1.00   -
  38.00   -




  10.00   -




4000.00   -


   8.00   -




   2.00   -
42.00   -




10.00   -


 1.00   -




10.00   -




10.00   -




10.00   -




 4.00   -

 4.00   -


56.00   -


40.00   -


30.00   -
 4.00   -




10.00   -
 8.00   -

 5.00   -




15.00   -
18.00   -
10.00   -
 4.00   -
 6.00   -




26.00   -
20.00   -
15.00   -




56.00   -
40.00   -
30.00   -




 2.00   -

 4.00   -
        -   2
 5.00   -
53.00   -
44.00   -
53.00   -
15.00   -




38.00   -
36.00   -




 5.00   -
53.00   -
44.00   -
53.00   -




 4.00   -
        -   3




 2.00   -




61.00   -
 8.00   -
 2.00   -




 2.00   -




 2.00   -

 2.50   -
 2.50   -




61.00   -
        -
 44.02   -


  2.63   -




 17.52   -




  8.77   -


  9.14   -


  9.15   -




 57.61   -




  9.15   -




387.00   -

232.20   -

154.80   -




  3.54   -
 6.90               -

10.35               -
11.55               -

 2.00               -




 4.00               -

14.00               -




 1.00               -


        TOTAL(Rs)   -   5




22.00               -




 1.25               -



 8.20               -




 0.85               -




 8.00               -
                30.24               -




                 7.50               -



                46.50               -




              1300.00               -

                                    -

                 2.80               -

                56.00               -


                 2.00               -




                 2.00               -

                12.00               -


                        TOTAL(Rs)   -   6


E FIGHTING)



               111.51               -




                 5.06               -
  33.23   -




   4.36   -




  20.50   -




  30.34   -




  24.16   -



 125.78   -




4819.00   -




   6.67   -

 146.50   -


   2.00   -




   2.00   -
                      15.00                               -



                       1.00                               -




                       3.00                               -



                                     TOTAL(Rs)            -   7




& Supply of 100 mm / 50 mm dia PVC Pipe & Submersible Pump
y accessories.

          Quantity.           Rate               Amount




                      90.00                               -




                      18.00                               -
30.00   -
45.00   -


35.00   -




 7.00   -




 1.00   -




 1.00   -




12.00   -




 1.00   -
L/S                      -
                         -




         1.00            -




         1.00            -


        25.00            -




        20.00            -
         1.00            -

         1.00            -

         1.00            -


         1.00            -
         1.00            -
                         -
                         -   8


  QUANTITY      AMOUNT




       18.00             -
  1.50   -




 10.30   -



  2.00   -




  2.67   -



  7.80   -




150.00   -

 90.00   -

 60.00   -



  1.50   -

  6.62   -


 27.00   -




  1.00   -


  5.00   -
  6.00   -




145.00   -




  3.00   -




  3.00   -
      25.00   -


       0.60   -




       0.40   -




       0.40   -




       0.40   -




mtr           -




cum           -
             Each                             -
                        (Rs)                  -
                                                     9

                               Rs.            -




SUPLY WORKS FOR THE PROPOSED A.T.D.C. BUILDING
IAL AREA -PATNA.


& FIRST FLOOR
                                           AMOUNT
                                     Rs.       -

                                     Rs.         -

                                     Rs.         -

                                     Rs.         -


                                     Rs.         -


ANK                                  Rs.         -


K                   (
                                     Rs.         -



MERSIBLE PUMP SETS.                  Rs.         -
                           Rs.   -


ly) & Fire Fighting) and
                           Rs.   -
 Sl. No                 Item of work                                     Unit    Quantity   Rate (Rs)

NAME OF WORK         :ESTIMATE FOR PROVIDING ELECTRICAL INSTALLATION & FIXTURES
 Sl. No                 Item of work                                     Unit    Quantity   Rate (Rs)
          WIRING
   1      Wiring for circuit wiring and Light plug with 2x1.5 sq.mm
          FR PVC insulated copper conductor single core cable in
          recessed PVC conduit along with 1 No.1.5 sq mm FR
          PVC insulated copper conductor single core cable for
          loop earthing as required                                      Meter     820
   2      Wiring for power plug with 2x4 sq.mm FR PVC insulated
          copper conductor single core cable in recessed PVC
          conduit along with 1 No.4 sq mm FR PVC insulated
          copper conductor single core cable for loop earthing as
          required                                                       Meter     700
   3      Wiring for submain with 4x10 sq.mm +1X10 sq mm earth
          wire FR PVC insulated copper conductor single core
          cable in recessed PVC conduit as required                      Meter     120
   4      Wiring for submain with 4x6 sq.mm +1X6 sq mm earth
          wire FR PVC insulated copper conductor single core
          cable in recessed PVC conduit as required.                     Meter     150
   5      Supplying & fixing following size ISI marked PVC conduit
          with accessories in recess including cuting of wall and
          making good the same as required.
          (a) 20 mm dia                                                  Meter      80
          (b) 25 mm dia                                                  Meter      30
   6      Supplying and fixing metal box of following size in
          recess with suitable size of phenolic laminated sheet
          cover in the front including painting etc. as required.
          (a)221mmX170mmX48mm                                            Each       3
   7      Supplying and fixing following size/modules, GI box along
          with modular base & cover plate for modular fitting in
          recess etc. as required.
          (a)75mm X 75mm X 45mm                                          Each       5
   8       Wiring for light point/ fan point/ exhaust fan point / call
          bell point with 1.5 Sq.mm FR PVC insulated copper
          conductor cable in recessed PVC conduit with modular
          type switch , modular plate, suitable size GI box etc as
          required. Group C                                              Point     244
   9      Supplying and fixing modular type 5/6A switch and 3 pin
          5/6Asocket on the existing modular plate & switch box
          including making connection,but excluding moduler plate
          etc. as required .                                             Point      35
  10      Supplying and fixing suitable size GI box with modular
          plate and cover in recess including providing and fixing
          modular type 3 pin 5/6 amps socket outlet & 6A switch
          connection etc. as required.                                   Point      6
  11      Supplying and fixing of suitable size GI box with modular
          plate and cover in recess including providing and fixing
          modular 6 pin 15/16 amp socket outlet &15/16 amp
          modular switch including connection,painting etc as
          required                                                        Set       35
12   Supplying and fixing modular type 2 pin telephone socket
     on the existing modular plate & box including making
     connection,excluding moduler plate etc. as required.
                                                                 Each    5
13   Supplying and drawing 2 pair 0.5 sq mm. FR PVC
     insulated copper conductor telephone cable through
     existing PVC concuit including connection, testing etc. as
     required.                                                   Meter   100
14   Supplying and fixing Electronic step fan regulator , delux
     on the existing switch box including making connection
     etc. as required.                                           Each    56
15   Supplying fitting fixing of dingdong call bell suitable for
     DC/AC single phase 230 volts,complete etc as required.
                                                                 Each    2
18   Supplying and fixing modular blanking plate on the
     existing modular plate & box excluding moduler plate etc.
     as required.                                                Each    40
     MAIN PANEL & D.B.s
20   Supplying and fixing 3x4 (4+12) way double door
     horizontal type three pole and Neutral sheet steel M.C.B.
     D.B, 440 Volts in recess, complete with tinned copper
     busbar, neutral bus bar, earth bar, din bar , detachable
     gland plate, interconnection including painting, earthing
     etc. as required                                             Each   9
22   Supplying and fixing 4 way double door vertical type three
     pole and Neutral sheet steel M.C.B. D.B, 415 Volts in
     recess, complete with tinned copper busbar, neutral bus
     bar, earth bar, din bar , detachable gland plate,
     interconnection including painting, earthing etc. as
     required                                                     Each   2
21     Supplying and fixing of following rating C series MCB
     suitable for inductive and other loads of following poles in
     the existing MCB DB complete witth connections ,testing
     and commissioning etc. as required .
     6 Amp. To 32 Amp. SP MCB 240 Volt                            Each   108
     32 Amp TPN MCB 415 Volt                                      Each    5
     40 Amp TPN MCB 415 Volt                                      Each   4
     40 Amp TPN Isolator 415 Volt                                 Each   1
     63 Amp TPN Isolaror 415 Volt                                 Each   1
22   Supplying Installation testing and commissioning of floor
     mounted cubicle type electrical panel with hinged cover in
     14 SWG CRCA sheet enclosure complete with vertical
     and horizontal member of MS flat iron dust and vermin
     proof . The panel will be complte with interconnection as
     per electrical drawing supplied by consultant earthing
     painting civil work etc as per specifications . all
     connecting material will be supplied by contractor .The
     panel will have following mounting.
      250 A 35 KA 4Pole MCCB along with UTV and RHOM-
     1NO of HPL Make, 250 A 4 pole change over switch of
     HPL make-1No, 63 A 25 KA 4Pole MCCB -4 NO of HPL
     Make, 100 A 25 KA 4Pole MCCB -1 NO of HPL Make,
     100 A 4 pole change over switch of HPL make-1 NO,
     40A TPN MCB 07 Nos Legrand make, 32A TPN MCB
     06 Nos Legrand make, required size copper busbar
     ,insulator and measuring instrument including all
     connecting material etc as required.                  Each             1
23   Providing and fixing MV danger notice plate of
     200mmX150mm made of mild steel at least 2mm thick,
     and vitreous enamelled white on both sides, and with
     inscription in single red colour on front side etc as
     required.                                             Each             1
     EARTHING
24   Earthing with G.I earth pipe 4.5 mt. long 40mm dia
     including accessories and providing masonary enclosure
     with cover plate having locking arrangement and watering
     pipe etc. including providing salt and charcoal for pipe
     earth electrode as required.                             Set           4
25   Earthing with copper plate 600mm X600 mm X3mm thick
     including accessories and providing masonary enclosure
     with cover plate having locking arrangement and watering
     pipe etc. including providing salt and charcoal for pipe
     earth electrode as required.                             Set           3
26   Providing and laying earth connections from earth
     electode with 4.00 mm. Dia copper wire in 15 mm. Dia
     G.I.pipe from earth electrode as required.                     Meter   90
28   Providing and fixing 4mm dia copper wire on surface or in
     recess for loop earthing etc as required.                      Meter   40
     INSTALLATION OF FIXTURES
29   Installation, testing and commissioning of ceiling fan and
     regulator including wiring the down rod of standard length
     (upto 30cm) with 1.5 sq.mm FR PVC insulated copper
     conductor, single core cable etc. as required.
                                                                    Each    56
30   Insatallation of exhaust fan upto 450mm sweep in the
     exisiting opening, including making the opening to suit the
     size of the above fan, making good the damage,
     connection, testing, commisssiong etc. as required.            Each    6
31   Installation, testing and commissioning of pre-wired
     fluorescent fitting/ compact fluorescent fitting of all types,
     complete with all accessories and tube etc. including
     suppluing and fixing ball and socket arrangement, 2 no.
     down rods of 20 mm dia steel conduit upto 30 cm length,
     painting and wiring the down rods and connection with 1.5
     sq. mm FR PVC insulated, copper conductor, single core
     cable and earthing etc. as requited.
                                                                    Each    68
32   Erection of wall bracket / ceiling fittings of all sizes and
     shapes containing upto two GLS/CFL lamps per fittings,
     complete with all accessories including connections
     etc.as required.                                               Each    45
33   Providing and fixing extra down rod of 10 cm. length G.I.
     15 mm dia ,medium gauge including painting etc. as
     required ( Note more than 5cm. Length shall be rounded
     to the nearest 10 cm and 5cm or less shall be ignored)
                                                                 Each   56
34   Extra for cutting and threading of G.I pipe medium gauge
     down rod, for ceiling fan etc. as required.               Each     56
      SUPPLY OF FIXTURES
35   Supplying of 1200 mm sweep A.C. ceiling fan suitable for
     250 volts 50 Hz, single phase, complete Model SS 390-
     Havels Make or equivalent approved make.                  Each     56
37   Supplying of 300 mm sweep A.C.suitable for 250 volts 50
     Hz, single phase, Exhaust fan / fresh air fan of Model
     Ventil Air -DS Havels make Equivalent approved make.
                                                               Each     6
39   Supplying and fixing sheet steel decorative fitting with
     aluminium mirror reflector, complete with all accessories
     copper ballast, 4' X40 watt (double) fluorescent lamp etc
     suitable for surface as well as recess mounting including
     connection with 1.5 sq mm FR PVC insulated copper
     conductor, single core cable etc as required.
                                                               Each     12
40   Supplying and fixing powder coated strip fitting complete
     with electronic ballast, 4'x40 watt fluorescent lamp etc.
     directly on ceiling / wall including connections with 1.5
     sq.mm FR PVC insulated, copper conductor single core
     cable etc. as required.
                                                               Each     20
41   Supplying and fixing Ceiling mounting round decorative
     downlighter fixture complete with all accessories and
     lamp Cat. No LHDC 72122670 Havels / GE/ Philips or
     Equivalent approved make                                  Each     7
42   Supplying and fixing 2 X 11W PL-S HF CFL decorative
     fixture complete with all accessories and lamp Cat. No
     LHCCN 2211454 Havels / GE/ Philips or Equivalent
     approved make                                              Each    29
43   Supplying and fixing bulk head fitting die cast aluminium
     allo body with prismatic glass cover suitable for the GLS/
     CFL lamp, directly on wall ceiling including connection
     etc. as reqired with 18 W CFL lamp.
                                                                 Each   9
44   Supplying and fixing following types lamp in existing
     electrical fitting/ fixture etc as required.
     (i) 18 watt CFL lamp
                                                             Each       37
46   Supplying installation testing and commissioning of 2 X
     36W Recess mounted luminaire 2x36 W HF, Cat no
     LHCC70236127 of Havels or Equivalent approved
     make with lamp complete with all accessories as
     required.                                               Each       68
      UNDER GROUND CABLING
47     Supply and laying following sizes and core of PVC/XLPE
       insulated PVC sheathed heavy duty , aluminium
       conductor armoured under ground cable of graded 1.1 KV
       for working voltage upto 1100 volts conforming to ISI
       1554 (Part-I) of 1964 with upto date amendment as
       detailed below.
       (A) 3.5 Core 185 sq mm                                 Meter           100
       (B) 3.5 Core 25 sq mm                                  Meter           15
       (C) 4 Core 16 sq mm                                          Meter     15
48     Trench cutting in soil of suitable size 0.457 mtr (1.5 feet)
       wide and 0.762 mtr (2.5 feet) depth including lengthwise
       covering with 8 nos. bricks and sand refilling the trench
       with same etc. as required For laying higher rating
       armoured cable)                                              Meter     70
49     Trench cutting of suitable size( 0.457X0.762) in 0.228 m
       thickness PCC with 8 nos. bricks for widthwise covering
       the cable and sand refilling the trench with same etc. as
       required                                                     Meter     10
50     Making good the above PCC of above trench with
       required matrials cement,sand and graded stone (1:3:6)
                                                                    Meter     10
       Diesel Generator Set
51     Supply, installation, testing and commissioning of 160
       KVA, 415 volt, 50c/s, Three phase Diesel Generating Set
       of Kirloskar Green make, with 175 BHP diesel engine ,6
       cylinder,water cooled,, on heavy duty base frame all
       complete with Control Panel with measuring instrument
       and Level indicator as required, including state of the
       art Kirloskar Green Design weather proof, sound proof
       Enclosure, as per norms of CPCB, Ministry of
       Environment & Forests, Government of India, powder
       coated enclosure is manufactured on high tech CNC
       machines to ensure smart quality finish, all complete as
       per directions of Project Engineer.
                                                                        Set    1
       Servo Stabilizer
52     Cost of Servo Stabilizer: 3 phase 150 KVA Servo
       stabilizer, Voltage Range:- 300 Volt – 470 Volt.
                                                                        Set    1
                                                  For Sub-Station
2.1    Supply, Stretching, laying testing and commissioning of 1.1 KV
       grade AL, conductor L.T XLPE armoued cable of following
       sizes in trenches/cable tray/surface etc.
 a     3 5C  185sq mm AL. AR .Cable                                    Mtr   100
 b     3.5C  240sq mm AL. AR. Cable                                    Mtr    50
  c    3.5C  70sqmm Al. AR. Cable                                      Mtr    50
2.11   Making end terminations of 1.1kV grade Al. Conductor L.T
       XLPE armoured cable of following sizes.
 a     3.5C  185sq mm AL. AR. Cable                                    Mtr   12
 b     3.5C  240sq mm AL. AR. Cable                                    Mtr    2
 c     3.5C  70sqmm Al. AR. Cable                                      Mtr    8
2.12   Supplying and fixing of perforated cable tray and suspender
       mechanism.
  a    200mm wide  40  40mm lip                                        Mtr     30
 b     300mm wide  40  40 mm lip                                       Mtr     40
  c    100mm wide  25  25 mm lip                                       Mtr     30
2.13   Supply, Fabrication, Installation of steel supports, of all types
       for cable trays, lighting fixture supports with painting, rowl
       bolts, hardware as required.
 a     MS Angles/channels/hollow sections                                Mtr     100
 b     10mm dia threaded Rod(Galvani) for suspension                     Mtr    98.36
2.2    Two Pole Structure (Concrete) with fitting of HT Cable (3c, set            1
2.3    75mts. Approxe) with CT, PT & TTB with wiring includin
       HT Meter Board                                                    Nos.    1
2.4    HT (Isolator)                                                     Nos.    1
2.5    MCCB (315 Amp., 4 pole)                                           Nos.    1
2.6    Change Over Switch (315 Amp. )                                   Nos.     1
2.7    65 KVAR Cap. Panel                                               Nos.     1
2.8    11 KV Jointing Kit for 3 x 50 sq.mm Cable
 a     outdoor type                                                     Nos.      4
 b     indoor type                                                      Nos.      2
2.90   Cu. Plate Earthing for neutral                                   Nos.      4
2.10   25 x 6 mm thick Cu. Strip                                        Nos.     35
2.11   HT connection inclusive of Transformer 125 KVA with               set      1
       Sub-total
3.1    G.I EARTH PLATE ELECTRODE
       Earthmg with G.I earth plate 600 mm  600 mm  6mm thick
       including accessories, and providing masonary encloser with       Set     10
       cover plate having locking arrangement and watering pipe etc.
       (but without charcoal and salt) as req.
3.2    Salt/ Charcoal for Plate Earth electrode

       Extra for using salt and charcoal for G.I or Copper Earth         Set     10
       electrode as req.
3.3    S/L 25 mm  6 mm G.I earth strip at 0.50 meter below ground
       as strip earth electrode, including soldering etc. as req.       Mtr     250

       Safety Equipments
4.1    Providing and fixing danger plates made of mild steel at least
       2mm thick and vitreous enameled white on both sides and with
       inscriptions in single red colour on frount side as required

 i.    High Voltage-size 250mm  200mm                                   Set     4
 ii.   Medium Voltage-size 200mm  150mm                                 Set     6


4.2    Supply and fixing safety instruction chart in word duly
       framed with 5mm thick glass as required. (approx.                No.s     4
       frount area 1.20sq.mt.)
4.3    Providing first Aid Box as approved by St. John Ambulance
       Brigade/Indian Red Cross Confirming to IS 2217-1963.      No.s            2
4.4   Supply and Fixing shock treatment chart duly mounted on a
      wooden frame with 5mm thick glass as requited (approximate No.s      2
      front area l.20sq.m).
4.5   Providing of rubber mat 1mtr wide and 12mm thick to
                                                                    Sqm    2
      withstand 15kV dielectric strength as per IS-5424-1969.
      Providing of rubber mat 1 meter wide and 6mm thick to
                                                                    sqm    6
      withstand 3 3KV dielectric strength as per IS 5424-1969.
4.6   11 KV Rubber safety gloves                                    Pair   1
4.7   Supply, fabrication & fining of MS structural frame work with
      12 guages GI Chain link fencing upto Transformer Height Mtr          32
      complete with painting etc, as required.

      Total
         Amount (Rs.)     Remarks

N & FIXTURES
         Amount (Rs.)     Remarks




                         B.S.R. Elect.
               0.00     09 / 1.7.1




               0.00     1.5


               0.00     1.7.12


               0.00     1.7.11




               0.00     1.21.1
               0.00     1.21.2




               0.00     1.22.4




               0.00     1.27.1




               0.00     1.3.3


                        1.24.1&
               0.00     1.24.4




               0.00     1.31




               0.00     1.32
0.00   1.24.6




0.00   1.16.2


0.00   1.23.10


0.00   1.37


0.00   1.26




0.00   2.9.4




0.00   2.9.4




0.00   2.12.1
0.00   2.12.5
0.00   2.12.6
0.00   2.16.1
0.00   2.16.2
0.00   M/R




0.00   2.20




0.00   3.2




0.00   3.6 & 3.7


0.00   3.16

0.00   3.20




0.00   1.43




0.00   1.47




0.00   1.41




0.00   1.35
0.00   1.48

0.00   1.45


       M/R
0.00




0.00   M/R




0.00   6.4.2




0.00   6.1.3




0.00   M/R




0.00   M/R




0.00   6.7 & 6.10.7



0.00   6.10.7




0.00   M/R
0.00   6.14.12
0.00   6.14.5
0.00   6.14.4




0.00     6.2



0.00   6.21.1


0.00   6.21.2




0.00




0.00
                                                     ABSTRACT OF COST

  FOR THE CONSTRUCTION OF THE PROPOSED BUILDING OF APPAREL TRAINING & DESI
                                          PATALIPUTRA , PATNA.

                                                     BASEMENT
                   DESCRIPTIONS

SECTION - I      EARTH WORKS                   Rs.

SECTION - II     COCRETE WORKS                 Rs.

SECTION - III    REINFORCEMENT COCRETE WORKS   Rs.

SECTION - IV     BRICK WORKS                   Rs.

SECTION - V      STONE WORKS                   Rs.

SECTION - VI     MARBLE WORKS                  Rs.

SECTION - VII    WOOD WORKS                    Rs.

SECTION - VIII   STEEL WORKS                   Rs.

SECTION - IX     FLOORING                      Rs.

SECTION - X      ROOFING WORKS                 Rs.

SECTION - XI     FINISHING WORKS               Rs.

SECTION - XII    PILE WORKS                    Rs.

SECTION - XIII   ALUMINIUM WORKS               Rs.

SECTION - XIV    WATER PROOFING WORKS          Rs.

SECTION - XV     MISCELLANEUS BUILDING WORKS   Rs.
                                                             -

TOTAL AMOUNT FOR BASEMENT TO FIRST FLOOR WiTH COMPOUND WALL, GUARD ROOM & G

                               TOTAL AMOUNT OF P.H.E.WORKS

                            TOTAL AMOUNT OF ELECTRICAL WORKS



                         GRAND TOTAL AMOUNT OF ALL WORKS
 ABSTRACT OF COST

LDING OF APPAREL TRAINING & DESIGN CENTER AT INDUSTRIAL AREA ,
PATALIPUTRA , PATNA.

               GROUND        FIRST       COMPOUND &
                FLOOR       FLOOR           GUARD     TOTAL




                     -               -            -           -

H COMPOUND WALL, GUARD ROOM & GATE                            -

E.WORKS

ICAL WORKS



F ALL WORKS                                 Rs.               -

								
To top