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TENDER
FOR
CONSTRUCTION
OF
PERFORMANCE ARTS BUILDING
AT
LAWRENCE SCHOOL, SANAWAR
(ARCHITECTURAL & FINISHES WORKS)
F/QS/100-D/00
DATE:- 26.03.21
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. PARTICULARS BOQ/ PAGE NO. AMOUNT RATE /SFT
BUA (SFT)= 57,449.62
1. BRICK WORK BOQ/ 1
2. STONE WORK BOQ/ 2
3. CLADDING WORK BOQ/ 5
4. WOOD AND PVC WORK BOQ/ 12
5. STEEL WORK BOQ/ 15
6. FLOORING WORK BOQ/ 20
7. ROOFING / CEILING WORKS BOQ/ 27
8. FINISHING WORK BOQ/ 29
9. DISMANTALING AND DEMOLISHING WORK BOQ/ 30
10. ALUMINIUM WORK BOQ/ 32
11. WATERPROOFING WORK BOQ/ 35
12. NEW TECHNOLOGIES AND MATERIALS WORKS BOQ/ 36
13. AUDITORIUM ACOSUTICS WORK BOQ/ 48
14. MISCELLANEOUS WORK BOQ/ 50
TOTAL OF BILLS OF QUANTITIES
DONGRE PMC PVT. LTD.IMPERIAL HEIGHTS, AKSHAR CHOWK, VADODARA
TEL: (0265) 2980133,134
SUMMARY OF BILLS OF QUANTITIES
VOLUME - III BILLS OF QUANTITIES SUM-BOQ/2 SEAL OF TENDERER
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
1. BRICK WORK
1.1 6.1 Providing and laying Brick work with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in foundation and plinth in:
1.1.1 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 47
1.2 6.4 Providing and laying Brick work with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in superstructure above plinth level up to floor V level in all
shapes and sizes in :
1.2.1 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 658
1.3 6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundations and plinth in :
1.3.1 6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) Sqm 83
1.4 6.13 Providing and laying Half brick masonry with common burnt clay F.P.S. (non modular)
bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
1.4.1 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) Sqm 810
1.5 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third
course of half brick masonry.
Sqm 893
TOTAL OF MASONRY WORK
BILLS OF QUANTITIESDONGRE PMC PVT. LTD.IMPERIAL HEIGHTS, AKSHAR CHOWK, VADODARA
TEL: (0265) 2980133,134
Page 3 of 131
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
2. STONE WORK
2.1 NDSR Providing and laying 15 inches thick locally available dressed stone masonry (one
FACE dressed) in superstructure (walls, square / rectangular pillers) above plinth level
and upto floor five level including recessed pointing, cleaning of joints etc. complete as
per drawing & Engg. – in-charge.
2.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 686
2.1.2 NDSR Item as above but with flushed pointing Cum Rate only
2.2 NDSR Providing and laying 15 inches thick locally available dressed stone masonry (both
FACE dressed) in superstructure (walls, square / rectangular pillers) above plinth level
and upto floor five level including recessed pointing, cleaning of joints etc. complete as
per drawing & Engg. – in-charge.
2.2.1 Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1013
2.2.2 NDSR Item as above but with flushed pointing Cum Rate only
2.3 7.10 Extra for coursed rubble masonry with hard stone (first or second sort) in:
2.3.1 7.10.1 Square or rectangular pillars Cum 1699
2.3.2 7.10.2 Circular pillars Cum Rate only
2.4 7.19 Extra for additional cost of centering for arches exceeding 6m span including all
strutting, bolting, wedging etc. and removal (area of soffit to be measured).
Sqm Rate only
2.5 7.20 Stone work ashlar / local available stone sunk or moulded or sunk and moulded upto
floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including recessed
pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture
of pigment matching the stone shade :
2.5.1 7.20.1 Red sand stone Cum Rate only
2.5.2 7.20.2 White sand stone Cum Rate only
2.6 7.21 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in :
2.6.1 7.21.1 Triangular or Square or rectangular pillars Cum Rate only
2.6.2 7.21.2 Circular or polygonal pillars Cum Rate only
Page 4 of 131
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
2.7 7.22 Extra for stone work ashlar sunk or moulded in cornices. per metre
per cm
girth
(60cm deep)
Rate only
2.9 NDSR Providing and fixing decorative bands in façade (projected out / recessed inside)(made
of same stone with round / straight edges), including all necessary fixing arrangement
etc. complete as per design and drawing.
Mtr Rate only
2.10 NDSR Recessed pointing on stone work with Lime Mortar 1 :3 (1 Lime : 3 fine sand)
2.10.1 Flush / Recessed pointing Sqm Rate only
TOTAL OF STONE WORK
Page 5 of 131
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
3. CLADDING WORK
3.1 8.2 Providing and fixing 18mm 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.
3.1.1 8.2.2 Granite of any colour and shade
3.1.1.1 8.2.2.1 Area of slab upto 0.50 sqm Sqm 7
3.2 NDSR -Do- as per Item No. 3.1 above but with 50mm thick approved Granite stone. (Window
sill / Coping)
Sqm 67
3.3 NDSR Providing, fabricating & installing of 480mm deep, 150 mm thick (with 45 degree
chamferred edges) coping, made of locally available stone as approved by Architect /
Engineer in charge. Edges to be sharp as per given arch. Detail. Color to be as per
approved sample by architect / engg.-in -charge.
Sqm 156
3.4 8.3 Providing edge moulding to 18mm 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.
3.4.1 8.3.2 Granite work Rmt 9
3.5 8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in
facia and drops of width upto 150mm with epoxy resin based adhesive, including
cleaning etc. complete.
Rmt 9
3.6 8.5 Extra for providing opening of required size & shape for wash basin / kitchen sink in
kitchen platform, vanity counter and similar location in marble/ Granite/ stone work,
including necessary holes for pillar taps etc. including moulding, rubbing and polishing
of cut edges etc. complete.
Nos. 31
3.7 NDSR Providing, fabricating & installing 150 mm thick locally available stone cladding, made
of locally available stone (one FACE dressed) in superstructure (walls, square /
rectangular pillers) above plinth level and upto floor five level including recessed
pointing, cleaning of joints etc. as approved by Architect / Engineer in charge. Edges to
be sharp as per given arch. Detail. Color to be as per approved sample by architect /
engg.-in -charge.
Rate only
TOTAL OF CLADDING WORK
Page 6 of 131
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
4. WOOD AND PVC WORK
4.1 9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I)
decorative type, core of block board construction with frame of 1st class hard wood and
well matched teak 3 ply veneering with vertical grains or cross bands and face veneers
on both faces of shutters.
4.1.1 9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 107
4.1.2 9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm Rate only
4.2 9.23 Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on
all edges of flush door shutters (over all area of door shutter to be measured).
Sqm Rate only
4.4 9.71 Providing and fixing IS : 12817 marked stainless steel 304 grade butt hinges (heavy
weight) with stainless steel screws etc. complete of approved make and as approved
by Engineer In Charge.
4.4.1 9.71.2 a) 100 x 60 x 2.50 mm Each 148
4.5 NDSR Providing and fixing External trim with design lever handle approved make suiting the
panic bar for fire and smoke check doors. For max. 60mm thick door prepared for half
euro profile cylinder and in Silver finish with necessary fittings etc. complete as
recommended by manufacturer and as directed by Engineer In Charge.
Each 39
4.6 NDSR Providing & fixing Mortise lock having 72mm centre to centre, 55mm Backset 20mm
Square forend and 60/ 70mm standard Europrofile Pin Cylinder of approved make with
both side key /one side key - one side knob operation and SS 304 grade hollow tubular
pipe pair of Mortise handle with cap of 22mm dia 150mm long with a pair of
Escutcheons for wooden /aluminium/ metal doors with necessary ss phillips head
screws etc complete as per drawing and sample approved by EIC. Rate shall be for all
heights, all floors and all places.
Each 45
4.7 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 Rate only
4.8 NDSR Providing and fixing Fire rated (120 minutes) Rack and pinion non-handed door closer
of approved make and comply with EN size 2-4, with back check and standard arm with
two independent closing valves and latching speed adjustable by arm. All adjustment
screws face fixed with slide plate. The door closer shall be with Silver finish cover. The
door closer shall conform to EN 1154 standards and CE marked with necessary
fittings etc. complete as recommended by manufacturer and as directed by Engineer In
Charge.
Each 3
Page 7 of 131
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
4.9 NDSR Providing & fixing hydraulic rack and pinion door closer with standard arm (Silver
finish)/ hold open with mounting back plate with screws to pivoted/ hinged door of
approved make for more than 900mm and up to 1200 mm door width. All adjustment
screws face fixed. Rate shall be inclusive of fixing with using the template as per
manufacturer’s specification & maintain in good working condition until defect liability
period. The door closer shall conform to EN 1154 standard.
Each 27
4.10 NDSR Providing & fixing of specified height (minimum rod size shall be 10mm) SS 304 brush
finish Tower bolt (barrel type) of approved make in wooden doors/ aluminium doors/
metal doors with necessary screws etc complete as approved by Engineer-in-charge.
4.10.1 a) 450 mm x10 mm rod size Each 18
4.10.2 b) 300 mm x10 mm rod size Each 30
4.11 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.
4.11.1 9.101.1 Single rubber stopper Each 41
4.12 NDSR Providing & fixing 60 mmSS 304 brush finish solid Door Stopper with magnet, fixed
type, wall mounted of approved make with necessary screws etc. complete as
approved by Engineer-in-charge.
Each Rate only
4.13 9.127 Providing & Fixing decorative high pressure laminated sheet of plain wood grain in
gloss / matt/ suede finish with high density protective surface layer and reverse side of
adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of
approved quality.
4.13.1 9.127.2 1.0mm thick Sqm 214
4.14 9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and
clerestory windows using wire gauge with average width of aperture 1.4 mm in both
directions with wire of dia. 0.50 mm all complete.
4.14.1 9.135.1 With 2nd class teak wood beading 62X19 mm Sqm Rate only
4.15 NDSR Providing and fixing 1 point panic device in Contour design of approved make, carry
bar for single door for fire and smoke check doors, with steel latch, security anti thrust
latch for door widths upto 1300mm, consisting of 2102F, 2105 in silver finish. As per
EN 1125, CE marked etc. complete as recommended by manufacturer and as directed
by Engineer In Charge.
Nos. 3
Page 8 of 131
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
4.16 9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved quality &
make with necessary screws etc all complete.
Nos. Rate only
4.16.1 9.165.1 125mm
4.17 NDSR Providing & fixing SS 304 grade push-pull pair of handle made out of satin (brush)
finish hollow pipe of 1.5mm thick having offset (C or D shape)/ H-shape/ D-shape of
approved make with necessary screws etc. complete for wooden doors/ aluminium
doors/ metal doors as per drawing as approved by Engineer-in-charge. Rate shall be
for all heights, all floors and all places. The length of handle should be perfect center to
center as below specified.
4.17.1 i) 850mm x 32mm H- shape Pair 9
4.18 NDSR Providing & fixing Stainless steel Flush Pull Handle of size 120mm high x 41mm wide
and 20mm recessed with necessary screws etc. complete as approved by Engineer-in-
charge. Rate shall be for all heights, all floors and all places.
Nos. 30
4.19 NDSR Providing and fixing Mortise shaft dead bolt with key (Alen Key lock) with 57mm
backset and 25mm square forend in stainless steel satin finish of approved make with
necessary screws etc. complete
Nos. 30
4.20 21.4 Providing and fixing double action hydraulic floor spring of approved brand and
manufacture conforming to IS : 6315, having brand logo embossed on the body / plate
with double spring mechanism and door weight upto 125 kg, for doors, including cost of
cutting floors, embedding in floors as required and making good the same matching to
the existing floor finishing 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.
4.20.1 21.4.1 a) With stainless steel cover plate minimum 1.25 mm thickness Each Rate only
4.21 NDSR b) Floor Spring for door width more than 1200mm and/ or for external Glass door or
wooden door with std. spindle and cover plate. Closing force complying with EN 1154 2
- 4
Each 3
4.22 NDSR Providing & fixing 25mm diameter (1.5mm thick) SS 304 satin (brush) finish Disabled
Grab Rails/ handle of 600mm long of approved make with necessary SS 304 grade
screws etc. complete as per drawing as sample approved by Engineer-in-charge. Rate
shall be for all heights, all floors and all places.
Each 2
4.23 NDSR Providing and fixing Delta Seal for acoustic, fire and smoke protection, suitable for
wooden and steel frames, self adhesive, Finish = Black, Length = 1 x 1500mm, Height-
2 x 2400mm with necessary fittings etc. complete as recommended by manufacturer
and as directed by Engineer In Charge.
Each 3
Page 9 of 131
F/QS/100-D/00
CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
4.24 NDSR Providing and fixing Channeled Woodworks perforated panels of width 128mm,
thickness of 15mm and length 2440 mm, made of a 830 Kg/M3 high density fiber board
substrate with a laminate of approved shade and finish having melamine balancing
layer on the reverse side of approved make. The boards shall have a special
perforation pattern where the visible surface has a “Helmholtz” fluted perforation of
2mm width and 14mm/ 28mm of visible panel each. Width of panel shall be as per
sample (i.e.14mm or 28mm) approved by Engineer In Charge. The panels shall provide
a minimum sag resistance of RH90 and a fire rating class of 1 as per Part 7 of BS 476.
The edges of the panels shall be “tongue-and-grooved” to receive special clips for
installation. The back of the perforated panel shall have sound absorbing non-woven
acoustical fleece having NRC of 0.55. The panels shall be mounted on as per
installation instructions of manufacturer and as approved by the Engineer-in-Charge.
Sqm Rate only
The panel shall be laid on 24mm imperial grid with 38mm web height and 24mm wide T
- section flanges color white having rotary stitching on all T sections with and a load
carrying capacity of minimum 15.5 Kgs/M. Main Runners with C3 coupling & Cross
Tees to have Hardened XL2 clip. The T Sections have a Galvanizing of 90 grams per
M2 with pullout strength of 100kg.
Suspension system accessories consisting of M6 Anchor Fasteners with Vertical
Hangers made of Galvanized steel of size 26 x 26 x 25 x 1.2mm with a Galvanized
Thickness of 80gsm, A pre Straightened Hanger wire of dia – 2.65 mm of 1.8 m length.,
thickness of 80gsm and a tensile strength of 344-413 MPa, along with Adjustable hook
clips of 0.8mm thick, galvanized spring steel for 2.68 mm with a minimum pull strength
of 100 kg. The adjustable clip also consists of a 3.5 mm aquiline wire to be used with
the main runner.
Rate shall be inclusive of all required accessories like Wooden Baton, edge beading,
and powder and scaffolding to complete the job for all height all level etc as directed by
Engineer In Charge.
4.25 NDSR Providing and fixing 6mm thick frame less mirror of approved make in any shape and
sizes as per drawing. Mirror shall be fixed on 6mm thick cement bonded particle board
(Bison panel) backing. Cement bonded particle board shall be fixed to wall with
approved SS 304 fastener. All edges of glass shall be sharp grinded, cute corner and
polished. Glass shall be fixed with silicon sealant/ 3M tape etc complete at all floors/ all
levels/ all heights as directed by Engineer In Charge. Installed area of mirror shall be
considered for payment without wastage.
Sqm 16
Page 10 of 131
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CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
4.26 NDSR Providing and fixing of Hollow metal fire rated doors as per IS 3614 part-1 & part-2 for
stability and integrity. Pressed Galvanized steel confirming to IS 277 with the following
specification. Recommended fire door shall have doors tested at CBRI against Test
Schedule Ref No FR/0490 or ARAI for maximum rating of 2hrs with vision panel. Test
certificates should be available for vision lites /panels as part of the fire door
assembly. Independent glass test certificates will not be accepted. Manufacturer test
certificate shall cover doors both single & double leaf doors and Hardware should pass
European certificate "CE" of conformity / UL with required fire ratings. Any deviation in
specification and sheet thickness other than what is mentioned in the test certificates
are not allowed. Proper label confirming the type of door and the hourly rating is
mandatory. Approved manufacturer subject to architect’s approval and should be ISO
Certified company.
4.26.1 Door frame shall be single rebate profile of section 100 x 57 mm made out of 1.20mm
thick galvanised steel sheet with a factory pre-punched groove so as to accomodate
Fire & smoke seal size 10x4mm. Frames shall be butt jointed and field assembled with
bolting system for proper strength. The frames shall be finished with Thermosetting
Powder Coating in desired RAL Shade. All provision should be mortised, drilled and
tapped for receiving appropriate hardware. Frames should be provided with back plate
bracket and anchor fasteners for installation on a finished plastered masonry wall
opening.
Rmt 129
The edges should be interlocked with a bending radius of 1.4mm. For pair of doors
astragals has to be provided on the meeting stile for both active and inactive leaf.
Shutter shall be fixed to frame with 120 min fire rated SS 304 Ball Bearing Butt Hinges
of size 100mm x 75mm x 3 mm CE marked (no of hinge as suggested by Engineer In
Charge). Shutter shal be with bottom seal of approved make as per manufacturer's
specification.
4.26.2 Door leaf shall be minimum 46mm thick fully flush double skin door with or without
vision lite. Door leaf shall be manufactured from 0.8mm (22 gauge) minimum thick
galvanised steel sheet. The internal construction of the door should be rigid
reinforcement pads for receiving appropriate hardware. The infill material shall be
Rockwool treated with Viper FRS 881 LH. All doors NSD 12049 shall be factory
prepped for receiving appropriate hardware and provided with necessary reinforcement
for hinges, locks, and door closers. The edges should be interlocked with a bending
radius of 1.4mm.
Sqm 40
Vision lite wherever applicable should be provided as per manufacturers
recommendation with a beading and screws from inside. Door shutter shall be finished
with etched primer coating, stove zinc phosphate primer and thermosetting
polyurethane aliphatic grade paint of approved colour. The door leaf and frame shall
have passed minimum 250 hours of salt spray test as per the directions of Engineer -
in- charge. Rate shall be inclusive of shutter with infill material, bottom seal, hinge,
finishing cost and installtion but excluding the cost of Vision panel and all hardware.
Page 11 of 131
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DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
TOTAL OF WOOD AND PVC WORK
Page 12 of 131
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DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
5.0 STEEL WORK
5.1 Providing and fixing of Hollow metal door at all levels from ISO 9001-2000 certified
Manufacturer. All hollow metal general doors with or without vision panel. Pressed
Galvanized steel Single /Double leaf to required sizes of approved make which
consists of frame, shutter, infill and finish as detailed below and conforming to IS 277.
Sqm 15
Door frame shall be single rebate profile of size 100 x 57 mm made out of 1.20mm
thick galvanized steel sheet (18 gauge). Frames should be Mitered and field
assembled with self tabs. Frames should be fixed with back plate bracket and anchor
fasteners of approved size and make for installation on a finished plastered masonry
wall opening. Once frame installed should be grouted with cement slurry if
recommended on the clear masonary opening.
Door leaf should be 46mm thick fully flush double skin door with or without vision lite.
Door leaf shall be manufactured from 0.8mm (22 gauge) minimum thick galvanized
steel sheet. The internal construction of the door should be rigid with steel stiffeners/
pads and reinforcement. The infill material shall be resin bonded honeycomb core. All
doors should be factory prepped for receiving appropriate hardware and provided with
necessary reinforcement for hinges, locks, and door closers. The edges should be
interlocked with a bending radius of 1.4mm.
For pair of doors astragals has to be provided on the meeting stile for both active and
inactive leaf. Shutter shall be fixed to frame with SS 304 Ball Bearing Butt Hinges of
size 100mm x 75mm x 3 mm (no of hinge as suggested by Engineer In Charge).
All door shutter and frames shall be finished with etched primer coating, stove zinc
phosphate primer and thermosetting polyurethane aliphatic grade paint of approved
colour. The door leaf and frame shall have passed minimum 250 hours of salt spray
test.
Rate shall be include supply and installation of door i.e frame, anchor fastener, shutter
with vision lite, hinge but exclude the cost of hardware (other than hinge) etc complete
as directed by Engineer In Charge.
5.2 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured
from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock
jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or
base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical
means, including M.S. pressed butt hinges 2.5mm thick with mortar guards, lock strike-
plate and shock absorbers as specified and applying a coat of approved steel primer
after pre-treatment of the surface as directed by Engineer-in-charge:
5.2.1 10.14.1 Profile B
5.2.1.1 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Rmt 337
5.3 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.
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SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
5.3.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg Rate only
5.4 10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,
balcony railing, staircase railing and similar works, including applying priming coat of
approved steel primer.
5.4.1 10.26.1 MS tube Kg Rate only
5.5 10.28 Providing and fixing stainless steel (Grade 304) railing 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-incharge, (for
payment purpose only weight of stainless steel members shall be considered excluding
fixing accessories such as nuts, bolts, fasteners etc.).
Kg 150
5.6 NDSR Providing and fixing teak wood hand rail of the specified size and shape as per the
detail design over the MS/ SS handrail and railings installed, including lacquer polish of
required shade and coat or enamel paint with primer of approved shade and make etc.
as directed by engineer in charge. The teak wood shall be first class Ghana teak wood.
Section size 75 mm x 50 mm)
Rmt 41
5.6.1 Rate (In Words) : Rupees
5.7 NDSR Plate signage on door shutter/ wall :
Providing and fixing 1.2mm thick satin finish SS 304 grade signage plate Brushed with
acid etching and Pu Automotive paint filling. All plates shall be made in CNC Water Jet
Cutting, with all edges smoothen and all corner to be cute round. Acid etching should
be done 0.3mm deep and fill with Pu Automotive paint of approved make and shade.
Graphic matter shall be letter, number, symbol, logo, etc.
The plate shall be fixed on wall/ door shutter with the stud/ fastener, self adhesive tape,
jointing sealant as per design/ specification and approved by Engineer In Charge.
Only elevation area of sign plate shall be measured and paid. (If matter shall be on
both sides, at that time both side area shall be considered for payment.) The rate shall
also include cost of fabrication, engraving, acid etching, paint filling, fixing accessories,
finishing, fastener, adhesive material, etc at all height and all lead.
The contractor should submit the shop drawings based on concept drawing/ design and
do the sampling and get it approval before execution.
Sq cm 1935
5.8 NDSR Providing, fixing LED Exit Signages with battery back up as per IS standard with
necessary wall or Ceiling fittings as Specified.
a) Fire Exit : size: 365mm X 190mm
each 32
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5.9 NDSR Providing, fixing AUTO GLOW photo luminescent Signages as per IS standard in
Block/ Small Letters on rigid sheet with necessary wall or Ceiling fittings as Specified
Sizes:
a) Fire lift: size: 4"x 12" each 11
b) Fire Equipment: 4" x 12" each 11
c) In case of Fire, do not use lift, use staircase: 8" x 8" each 11
TOTAL OF STEEL WORK
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6. FLOORING WORK
6.1 11.26 Providing and laying Kota stone slab flooring over 20 mm (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 cement mortar 1 : 4 (1
cement : 4 coarse sand) :
6.1.1 11.26.1 25 mm thick Sqm 625
6.2 11.27 Providing and fixing Kota stone slabs 20 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 30
6.3 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. Rmt 764
6.4 11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to
1.05 metre.
Sqm 422
6.5 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved
make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick
cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3
kg/sqm including pointing the joints with white cement and matching pigment etc.,
complete.
Sqm 1612
6.6 11.37A Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622
(thickness to be specified by the manufacturer ) of approved make in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineer-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 190
6.7 11.56 Providing and laying Polished Granite stone flooring / treads in required design and
patterns, in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and
pointing with white cement slurry admixed with pigment of matching shade including
rubbing , curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge.
6.7.1 11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent Sqm 2358
6.8 NDSR -Do- as per Item No. 6.7 above but with 50mm thick approved Rough Granite stone
Flooring.
Sqm 91
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6.9 NDSR Providing and fixing machine cut, polished Granite stone work for wall lining (veneer
work) including dado, skirting, risers of steps etc., in required design and pattern
wherever required, stones of different finished surface texture, on 12 mm (average)
thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement
slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment
of matching shade, including rubbing, curing, polishing etc. all complete as per
Architectural drawings, and as directed by the Engineer-in-Charge. (Basic rate of stone
shall be Rs. 160 /- Sqft including taxes and Transportation)
6.9.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent Sqm 689
6.10 NDSR Making 3 nos. of anti skid grooves 3mm x 3mm deep on top of stair case tread at front
as shown in the drawing in Granite stone/ kota stone or any type of stone etc complete.
(Measurement shall be done in Rmt for a set of 3 no grooves together)
Rmt 764
6.11 NDSR Providing and fixing 12 mm thick Engineered homogeneous wooden flooring of
approved make, type, pattern and shade etc as given by the Engineer and as per
manufacture’s specification confirming to British Standards BS EN 14904. Rate shall
be inclusive of 3mm mm thick foam base underlay sheet as sound barrier and all the
accessories like edge strip, joining strip, quarter strip, moulding strip, corner strip, etc.
required as per design. Uniform gaps should be left on all sides to allow expansion and
contraction of material. Flooring planks shall have micro bevel edges with lock n fold
locking installation system. The gaps are covered with the help of accessories finished
in all respects as per the manufacturer's specifications. The floor shall be laid in place
with matching original skirting of approved height and profiles as approved and as per
recommendations of approved manufacturer over base of existing flooring. The
contractor shall get the sample and pattern approved by the Engineer before execution.
Installed area of wooden flooring shall be considered for payment.
Rate includes cost of foam sheet, wooden flooring, skirting etc. complete. For the
purpose of payment, the area of wooden flooring only will be measured for payment.
Sqm Rate only
6.12 NDSR -Do- as per Item No. 6.11 above but with 12mm thick approved Natural wood flooring. Sqm 282
6.13 NDSR Providing & laying 3.0 mm thick approved Vinyl flooring as per EN-ISO 10582 on
approved cementitious self leveling compound screed, made up of PUR pearl
lacquering protection technique as per manufacturers specifications. It shall have
0.7mm transparent compact wear layer to provide better performance. A non woven,
fully impregnated, glass fleece layer functions as the backbone of the flooring. The
Vinyl flooring must conform to all standards, including the new VOC emission classes.
The welding / seaming shall be done using hot air welding gun.
Sqm 999
Thickness as per EN-ISO 24346 : 3.0 mm
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Roll width as per ENISO 24341 : 2 m
Wear Layer as per EN-ISO 24340 : 0.7mm
Roll Length as per EN-ISO 24341 : ≤ 25 m
Abrasion Resistance EN-660-2 : Group-T
Commercial use as per EN-ISO 10874 : CLASS 34 very heavy
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Light Industrial use as per EN-ISO 10874 : Class 43 heavy
Resistance to chemicals as per EN-ISO 26787: very good
Reaction to fire as per EN13501-1: Bfl-s1
Slip Resistance as per DIN51130 R10
Residual Indentation as per EN-ISO 24343-1 : <0.05mm, typical value 0.03mm
6.14 NDSR Providing and fixing 10x10x8cm approved Granite Cobble stone for paving in floors,
drains etc. laid over 50mm thick approved sand bed, filling the joints with sand as per
required size and pattern including ruled pointing etc. complete as per direction of
Engineer-In Charge. (Location : External areas)
Sqm 1205
6.15 11.55 Providing and laying flamed finish Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as per the
architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and
pointing with white cement slurry admixed with pigment of matching shade including
rubbing, curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge :
6.15.1 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent.
Sqm Rate only
6.16 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm
nominal size) in pavements, laid to required slope and camber in panels as required
including consolidation finishing and tamping complete.
Cum Rate only
6.17 16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from
batching plant. The ready mixed concrete shall be laid and finished with screed board
vibrator , vacuum dewatering process and finally finished by floating, brooming with
wire brush etc. complete as per specifications and directions of Engineer-in-charge.
(The panel shuttering work shall be paid for separately).
Cum 9
(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less
cement used as per design mix is payable/ recoverable separately).
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6.18 NDSR Providing and fixing 15x15x10 cm Cyclove stone block hand cut and chisel dressed on
top, for paving in floors / plinth peripheri etc. laid over 20mm thick base mortar 1:4
(1cement:4 coarse sand) with joints filled with same mortar including ruled pointing etc.
complete as per direction of engineer-in charge.
Sqm Rate only
6.19 16.92 Providing and fixing 10 x 10 x 7.50 cm Granite stone block hand cut and chisel dressed
on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1
cement : 4 coarse sand) with joints 10mm wide filled with same mortar including
ruled pointing etc. complete as per direction of engineer-in-charge.
Sqm Rate only
TOTAL OF FLOORING WORK
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7. ROOFING / CEILING WORKS
7.1 12.53 Providing and Fixing 15mm thick densified tegular edged eco friendly light weight
calcium silicate false ceiling tiles of approved texture ofsize 595 x 595 mm in true
horizontal level, suspended on interlocking metal grid of hot dipped galvanised steel
sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’
runner suitably spaced at joints to get required length and of size 24x38 mm made from
0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of
size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between
main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary
cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum)
sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size
600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-
coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the
help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230
mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of
approved texture in the grid, including, cutting/ making opening for services like
diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’
runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm
fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable
rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm
centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be
pre-painted with polyster baked paint, for all heights, as per specifications, drawings
and as directed by Engineer-in-Charge.
Sqm 261
Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No
deduction shall be made for exposed frames / opening (cut outs) having area less than
0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light
reflection > 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance
and also having thermal conductivity <0.043 w/ mK.
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7.2 NDSR Providing and fixing of KALZIP 65/400 Self Supported Secret Fix STANDING SEAM
ROOFING SYSTEM in 0.9 mm thick in AA3004 Aluminium Alloy comprising of the
following layers
Sqm Rate only
1. Top layer - Aluminum Profile Standing Seam 65 mm rib height and 400 mm
width of profiled panel, manufactured from Aluminum Alloy AlMn1Mg1 - as
specified in BS EN1396:2007 (comparable AA 3004), minimum material thickness
of 0.9 mm and stucco embossed (without colour) finish. The material properties
shall be as follows: Ultimate tensile strength: minimum 200 N/mm2, 0.2% Proof Stress:
min 185 N/mm2, Modulus of elasticity: 70,000 N/mm2. Sheets are to be laid to meet
the requirements of the building geometry and fixed on Aluminum E clips Fixed with E
160 clips made of reinforced polyamide coating and Top Hats 30mm Height "Due to the
complex curves and sheet length over 50 mtr of the roof design particular attention
shall be paid to minimise the noise and frictional forces developed during natural
expansion and contraction of the roof sheets”. E-Clip to be fixed to the top hat with SS
304 screws (Make SFS).
2.Second Layer - Rockwool Insulation Two layer of Rockwool insulation of 100mm
thickness x minimum 64kg/m3 density (i.e. 200 mm total thickness ), Thermal
Transimttance (U-value) shall be calculated and submitted in accordance with BS EN
ISO 6946 and shall take account of the thermal bridging effects of any fixing elements"
The thermal U value of the roof system shall be 0.30 W/m2K.
3. Third Layer -Vapour control layer: 1 layer of vapour control layer - Double sided
aluminium foil with 150 micron thickness .
4. Fourth Layer: Sub girt (Top Hat) -1.6 mm thick Galvanized steel hat section to
support Kalzip Sheet to be fixed to the bottom deck with SS 304 screws. Top hat
spacing c/c to be 1.4 mtr max.
5. Fifth Layer: Cement / Bison Board – One layer of 12 mm thick Cement / Bison
board, fixed suitably to achieve a Sound Transmission Class (STC) 42 and Impact
Isolation Class (IIC) 45, when tested to ASTM E 90 -97.
6. Sixth Layer: One layer of Freudenburg black acoustic tissue in 0.2mm thick to be
laid on bottom deck on the perforated area only.
7.Seventh Layer: Decking sheet (Bottom Layer) - Kalzip Structural Steel decking
KALDECK SD 150/280 P with 1 mm thick, High grade steel conforming to BS EN
10346 : 2009, Hot dip zinc coating ( Z 275 ) to BS EN ( 10346:2009 ) 25 microns
polyester coated, min. yield strength = 320 N/mm2
, Perforation Pattern 5D x 8P ,
35%. The KALDECK structural Decking shall be designed to span 6 mtrs. Design
calculation to be submitted
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ROOF OPENING - 2MM ALUMINIUM FLASHING
7.3 NDSR Supply, and fixing of 2mm Aluminium Flashing of different shapes and size as per
approved shop drawing including all formation welding as required, cleaning and
making all installation watertight around the Danpalon Polycarbonate sheet, Lightening
arrestor, Turbo vents and Manual Access (Fully welded) and high density insulation
below the flashing around the openings.
Rmt Rate only
ALUMINIUM GUTTER 3MM THICK
7.4 NDSR Aluminium Gutter 3mm Thick : Providing & Fixing 3mm thick Aluminium Gutter upto
2000 mm girth with welding, necessary hardware and accessories, Expansion joints at
every 12 mtr to be installed on RCC slab.
Rmt Rate only
The system shall hold a valid CE mark followed by 4 digit and shall hold EC
declarations of conformity. Each individual post shall have a unique traceable serial
No. and be manufactured from 5083 aluminium and 316 stainless steel. Evidence of
salt spray testing to 1000 hrs. with no corrosion shall also be provided. Also inclusive of
3 nos Transfasteners, 3 Nos. Twin energy absorbing Lanyard - 1.75 mtr, 3 nos Full
body Harness (As per manufacturer specification)
7.5 12.45 Providing and fixing false ceiling at all height including providing and fixing of frame
work made of special sections, power pressed from M.S. sheets and galvanized with
zinc coating of 120 gms/sqm (bothside inclusive) as per IS : 277 and consisting of
angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at
1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm
dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of
25x10x0.50 mm of required length with nuts & bolts of required size and other end of
angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the
spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom
wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450
mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate
channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at
every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having
flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with
the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm
interval, including fixing of gypsum board to ceiling section and perimeter channel with
the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and
finishing to a flush finish of tapered and square edges of the board with recommended
jointing compound , jointing tapes , finishing with jointing compound in 3 layers
covering upto 150 mm on both sides of joint and two coats of primer suitable for board,
all as per manufacturer's specification and also including the cost of making openings
for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably
fixed, all complete as per drawings, specification and direction of the Engineer in
Charge but excluding the cost of painting with :
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PARTICULARS UNIT RATE QUANTITY AMOUNT
7.5.1 12.45.1 12.5mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011
(Board with BIS certification marks)
sqm Rate only
7.5.2 12.45.2 12.5mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS:
2095- (Part 3) : 1996 (Board with BIS certification marks)
sqm Rate only
7.5.3 12.45.3 12.5mm thick tapered edge gypsum moisture resistant board sqm Rate only
7.6 12.59 Providing & fixing false ceiling at all height including providing & fixing of framework
made of special section, power pressed from M.S. sheets and galvanised with zinc
coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle
cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm
c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with
6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of
required length with nuts & bolts of required size and other end of angle hanger fixed
with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c,
to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of
26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction
perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia
x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm
thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed
to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall
screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section
and perimeter channels with the help of dry wall screws of size 3.5 x25mm at 230mm
c/c, including jointing & finishing to a flush finish of tapered and square edges of the
board with recommended jointing compounds, jointing tapes,finishing with jointing
compounds in three layers covering up to 150mm on both sides of joints and two coats
of primer suitable for boards, all as per manufacture's specification and also including
the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of
perimeter channels suitably fixed, all complete as per drawings, specificaton and
direction of the Engineer in charge but excluding the cost of painting with:
7.6.1 12.59.1 8mm thick Calcium Silicate Board made with Calcareous & Siliceous materials
reinforced with cellulose fiber manufactured through autoclaving process.
Sqm Rate only
7.7 NDSR Providing and fixing trap door in false ceiling, made of 12mm thick B.W.P. grade ply
wood resting / fixed / hinged on 12mm x 18mm size wood frame all round, 1.0mm
thick laminate on exposed surfaces of ply wood, enamel painting on unexposed
surfaces, including all hardware, hinges, wood lipping etc. complete as per design
and drawing.
sqm Rate only
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7.8 NDSR "PROVIDING & FIXING External grade BWP laminated plywood false ceiling with
necessary fixing arrangement etc. complete as per design and drawing (Cost of 12mm
ply, 1 mm thick laminate, GI framing shall be included in the quoted rate along with
labour).
sqm 637
7.9 NDSR Providing and fixing PUF insulated sandwich panels for roof having top profile sheet
with 28-30mm crust hight at 195-200mm pitch, inner liner tray and PUF Insulation
between not less than 50 mm thick and width 980mm. Panel shall have 0.50mm thick
precoated GI sheet on both side of polyurethane foam confirming to IS 12436:1988
with standard profile with tongue & groove arrangement. The Precoated sheet shall be
of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall have zinc
coating of minimum 120 gsm as per IS:277:1992, 5-7 microns epoxy primer on both
side of the sheet and polyester top coat 20 micron. The PPGI sheet shall have plastic
protective guard film of minimum 25 microns to avoid scratches while transportation.
Sqm 350
The PU foam shall be self-extinguishing, fire retardant type having minimum density of
40 Kg/cum(+,-2 Kgs). The panels shall be fixed to the steel frame structure with
minimum 5 mm thick self tapping GI screws of required length and nos. with minimum
spacing of 300 mm c/c assembly / the cost shall include ridge, soffit junctions,
flashings, gutter of all size sheet roofing accessories of 0.50 mm (+ 0.05 %) total
coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel
grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 20
microns using self drilling/ self tapping screws complete etc. complete as per design,
drawing and manufacturer's specifications. (Steel frame structure shall be paid
separately in separate item)
7.10 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated
thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,
5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18
microns. Sheet should have protective guard film of 25 microns minimum to avoid
scratches during transportation and should be supplied in single length upto 12 metre
or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self
tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in
horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses
and including cutting to size and shape wherever required.
Sqm Rate only
7.11 12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm
(+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in
240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester
top coat 15-18 microns using self drilling/ self tapping screws complete :
7.11.1 12.51.1 Ridges plain (500 - 600mm) Meter Rate only
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7.11.2 12.51.2 Flashings/ Aprons.( Upto 600 mm) Meter Rate only
7.11.3 12.51.3 North light curves Meter Rate only
7.11.4 12.51.4 Barge board (Upto 300 mm) Meter Rate only
7.11.5 12.51.5 Crimp curve Meter Rate only
7.11.6 12.51.6 Gutter (600mm over all girth) Meter 55
7.12 NDSR Providing and fixing of 10 mm thick Multicell UV protected Polycarbonate Panel System
with 3 cells and 4 walls structure over structural steel / MS purlins per approved
colour/shade. Co-extruded UV protected panels shall have width of 900mm to ensure
best performance for wind uplift, vibration, oil canning and visual appearance. Panels
shall be manufactured with vertical standing seam at both sides of the panel. Welding
or gluing up of standing seam is not acceptable. Panels shall be fixed on purlins with
Stainless steel retention clips and connectors. Snap-on connectors to interlock the
panels shall have a grip-lock single tooth locking mechanism to ensure maximum uplift
capability. Panels shall have End-cap/ Aluminium U-profile/Glazing bar for ends as per
requirement.
Sqm 19
The weight of the system shall not be less than 2.46 kg per square meter. Panel shall
be co-extruded with specialist-glare compound to make it anti-glare/soft light to prevent
glare and sun streaks. Panels shall be fixed over structural steel/ MS purlins
conforming to the detail technical specifications and as per approved architectural
drawings. The rate shall include the cost of above specified materials, fixing of the
sheet, scaffolding and labour charges for working at all levels, leads and heights.
Surface area of roof sheet shall be measured for payment.
TOTAL OF ROOFING / CEILING WORKS
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8. FINISHING WORK
8.1 13.4 Providing and applying 12 mm cement plaster of mix :
8.1.1 13.4.1 1:4 (1 cement: 4 coarse sand) Sqm 9575
8.2 13.11 Providing and applying 18 mm cement plaster in two coats under layer 12 mm thick
cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick
cement plaster 1:6 (1 cement : 6 fine sand).
Sqm Rate only
8.3 13.21 Extra for providing and mixing water proofing material in cement plaster work
in proportion recommended by the manufacturers.
per bag of
50kg
cement
used in the
mix
534
8.4 13.44 Finishing walls with water proofing cement paint of required shade :
8.4.1 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 534
8.5 13.48A Providing, applying and finishing walls with 100% Premium acrylic emulsion paint
having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali &
fungal resistance, dirt resistance exterior paint of required shade (Company Depot
Tinted) with silicon additives.
8.5.1 13.48A.1 New work (Two or more coats applied @ 1.43 litre/10 sqm. Over and including priming
coat of exterior primer applied @ 0.90 litre/10 sqm.
Sqm Rate only
8.6 13.60 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an
even shade :
8.6.1 13.60.1 Two or more coats on new work Sqm Rate only
8.7 13.61 Providing and applying Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade :
8.7.1 13.61.1 Two or more coats on new work Sqm Rate only
8.8 13.78 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum
lightweight plaster having additives and light weight aggregates as vermiculite/ perlite
respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / uneven
background such as bare brick/ block/ RCC work on walls & ceiling at all floors and
locations, finished in smooth line and level etc. complete.
Sqm Rate only
8.9 13.80 Providing and applying white cement based putty of average thickness 1 mm, of
approved brand and manufacturer, over the plastered wall surface to prepare the
surface even and smooth complete.
Sqm Rate only
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8.10 13.82 Providing and applying Wall painting with acrylic emulsion paint, 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.
8.10.1 13.82.2 Two coats Sqm 4665
8.11 13.85 Providing and applying priming coats with primer of approved brand and manufacture,
having low VOC (Volatile Organic Compound ) content.
8.11.1 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50
grams/litre
Sqm Rate only
8.12 NDSR Providing and fixing hexagonal chicken mesh of size aperture 20 mm x 20 mm of 22
gauge and minimum 200mm wide patta with GI nails at junction of concrete and brick
work / block work or between different materials for all height including necessary
scaffolding work etc complete for all floor, all level as directed by Engineer. Installed
measurement of mesh shall be considered for payment without wastage and overlap.
Sqm Rate only
8.13 NDSR Providing and applying low density vermiculite spray (less than 400 Kg/cum) of
approved make for the 2 hours fire rating in accordance to NBC 2005 by spray method
to the structural steel work at any height in its finally erected position as per
manufacturer's recommendations regarding surface treatment and application.
Sqm 2471
TOTAL OF FINISHING WORK
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9.0 DISMANTALING AND DEMOLISHING WORK
9.1 15.2 Demolishing cement concrete manually/ by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in - charge.
9.1.1 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum 10
9.1.2 15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) Cum 10
9.2 15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel
bars and disposal of unserviceable material within 50 metres lead as per direction of
Engineer - in- charge.
Cum 20
9.3 15.7 Demolishing brick work manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-charge.
9.3.1 15.7.4 In cement mortar Cum 10
9.4 15.9 Demolishing stone rubble masonry manually/ by mechanical means including stacking
of serviceable material and disposal of unserviceable material within 50 metres lead as
per direction of Engineer-in-charge :
9.4.1 15.9.2 In cement mortar Cum 10
9.5 15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including
chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
9.5.1 15.12.1 Of area 3 sq. metres and below Each 1
9.5.2 15.12.2 Of area beyond 3 sq. metres Each 1
9.6 Item Code
1.1.1
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste
material by mechanical transport including loading, transporting, unloading to approved
municipal dumping ground from 50m to lead upto 2 km for all lifts, complete as per
directions of Engineer-in-charge.
Cum 60
TOTAL OF DISMANTALING AND DEMOLISHING WORK
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10. ALUMINIUM WORK
10.1 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) :
10.1.1 21.1.1 For fixed portion
10.1.1.1 21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:
1868, Minimum anodic coating of grade AC 15)
KG 5309
10.1.1.2 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) KG Rate only
10.2 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 EPDM rubber / neoprene gasket required (Fittings shall be paid for
separately)
10.2.1 21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:
1868, Minimum anodic coating of grade AC 15)
KG 1658
10.3 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):
10.3.1 21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) Sqm Rate only
10.3.2 21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) Sqm 215
10.3.3 NDSR With float glass panes of 12 mm thickness and necessary approved patch fittings. Sqm 44
10.4 21.10 Providing and fixing 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 449
10.5 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by
providing weather silicon sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-charge complete.
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10.5.1 21.8.1 Upto 5mm depth and 5 mm width metre 750
10.6 NDSR FRAMELESS DOOR
Providing and installing Single leaf/ double leaf frameless patch fitting door made out
12mm thick clear float fully toughened glass with SS 304 grade patch fittings of
approved make complete with SS 304 graade handle, floor spring of required capacity
and corner lock as per Architect's intent drawings.
Sqm 8
Door glass of 12 mm thk clear float fully tempered with holes and notches as per patch
fitting requirement. Edges of glass shall be machine ground mirror polished. Provide
SS threshold of 10mm at bottom of door to prevent water entering thru floor level. The
door glass shall have silicon gasket at bottom to act as weather seal of approved
make.
Contractor shall prepare shop drawing based on concept drawing and shall get
approved by Engineer In Charge.
The quote rate shall include cost of Glass, patch fitting, hardware, scafolding, shop
drawing preparation and installation. Only floor spring, handle and lok shall be paidin
relevant tender items.
Quote rate for complete system (including all hardware and fitting except Floor spring,
handle and lock) as mentioned above for Single leaf/ double leaf door of size as per
drawing.
TOTAL OF ALUMINIUM WORK
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11. WATERPROOFING WORK
11.1 NDSR Providing and carry out waterproofing treatment to sound concrete surface of toilets,
sunken slabs, corridors, wet areas etc. after proper surface preparation to remove
loose dust, dirt etc., repairing of cracks (if any) using polymer modified mortar, carry
out cementitious injection grouting at leakage points modified with Plasticized
Expansive Grout Admixture @ 225 gms per bag of cement, carry out 100 mm thick
fillet in M15 grade cement concrete modified with Polymer bonding agent at dosage of
2.5 Ltr per 50kg cement, Pre-dampening concrete surface, mixing and application of
two coats of Elastomeric Polymer modified cementitious waterproofing coating by
incorporating 45 gsm glass fibremesh between 1st and 2nd coat using suitable brush
or roller as per coverage etc. complete including all tools and tackles as per
manufacturer’s specification. The top coat shall be protected with 20 mm thick cement
mortar(average) of CM 1:3(1 cement: 3 fine sand) laid to slope towards the drain pipe.
Exposed surface of the laid pipe shall be treated with same waterproofing treatment.
Periphery of grating shall be treated with same coating or non shrink grout as directed
by Engineer. The rate includes cost of all elements including cement plaster specified
above.The surface area of treatment shall be measured for payment.
Sqm Rate only
11.2 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc.,
by applying cement slurry mixed with water proofing cement compound consisting of
applying :
(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement
compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement
compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed
with water curing for 48 hours. The rate includes preparation of surface, treatment and
sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
Sqm 382
11.3 22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels /
subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral
crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral
crystalline slurry : 1 part water) for horizontal surfaces and applying the same from
negative (internal) side with the help of synthetic fiber brush. The material shall meet
the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of
concrete by more than 90% compared with control concrete as per DIN 1048 and
resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be
capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out
all complete as per specification and the direction of the engineer-in-charge. The
product performance shall carry guarantee for 10 years against any leakage.
11.3.1 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 785
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11.3.2 22.23.2 For horizontal surface one coat @1.10 kg per sqm Sqm 1017
11.4 NDSR Terrace Waterproofing : Providing and applying single component pure Polyurethane
seamless Waterproof system free of bitumen/ tar and acrylic to be applied having
elongation >400%, Tensile Strength >2 Mpa with solid content >80%. Single coat
uniformly spread in entire area over a coat of approved PU prime /epoxy primer in two
coats at specific locations where geotextile reinforcement is placed. System shall be
executed as follows:
Sqm 1010
1) Surface preparation shall be done as per manufacturer specifications followed by
single component PU water proofing coating.
2) Providing and applying 100x 100mm thick fillet using cement concrete M15 grade
mixed with polymer as per manufacturer's specification.
3) PU primer application at 0.2-0.25 kg/ sqmt.
4) After 4 hours PU waterproofing can be applied by roller, spray or short hair brush PU
waterproofing. Waterproofing shall be taken covering entire parapet wall and pedestals,
upstands upto min 300mm. The minimum reinforcement 100mm width strip of 60gsm
PP geotextile on typical locations like wall & floor junctions, chimnies etc. shall be
embedded between two coats as per manufacturer's specification.
5) Providing and laying 300 GSM geotextile above waterproofing coating as separation
and protection layer
6) Protection screed laid to slope which shall be paid in relevant tender item.
All the areas where water proofing is exposed to UV, shall be protected with single
component UV stable top coat. Rate includes all operations specifed above. UV top
coat shall be paid in relevant tender item.The plan area of the treated surface shall be
measured for payment.
TOTAL OF WATERPROOFING WORK
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12.0 NEW TECHNOLOGIES AND MATERIALS WORKS
12.1 26.27 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of
approved texture, design and pattern. The tiles should have Humidity Resistance (RH)
of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire
Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on
interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick
(galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000
mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T
of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm
suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm
long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod
up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200
mm centre to centre along main ‘T’. The system should rest on periphery walls
/partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40
mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to
centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-
sections used in false ceiling support system shall be pre-painted with polyester baked
paint, for all heights. The work shall be carried out as per specifications, drawings and
as per directions of the engineer-incharge.
12.1.1 26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.9) Sqm 779
TOTAL OF NEW TECHNOLOGIES AND MATERIALS WORKS
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13.0 AUDITORIUM ACOSUTICS WORK
13.1 NDSR Wall-Upper reaches (2000mm from finished floor level to false celing level)
Supply and installation of Fabric stretch system by using 15mm thick vinyl Track
system in combination of 25mm thick woodwool board covered with FR grade fabric to
achieve Class B sound absorption
Sqmt 1247
Construction of Frame work
Frame work consists of 47mm GI stud with fully knurled surface of 0.55 mm thick,
47mm width and two equal flanges of 34mm is fixed on to the GI support made of
47mm stud, First the wall plate is fixed on to the wall using suitable fastners at every
1200mm C/C in both the directions and an MS hallow box section of 40mmX40mm with
5mm thick is welded to the wall plate, this is used to give the support to the MS gride of
600mmX600mm which is placed at a distance of 480mm from the wall. The MS grid of
600mmX600mm is made out of 40mmX40mmX5mm thick hollow box section between
the columns (The MS grid is provided to maintain the profile). Then the GI 47mm stud
is is bent into 'L' shape and used for the support at every 600mm C/C. The a 47mm
stud is fixed horizontly at every 600mm C/C to place the panels.
Cavity Filling
The frame work shall be back lined by using polyester fiber having a density of 1000
GSM and 50mm thick held in position by using GI weld mesh
Boarding
A layer of 25mm thick, square edge, wood wool borads of size 600x1200x25mm having
density 400kg/m3 is fixed to GI 47mm stud by using suitable rust protected metal
fasteners of size 4.5mm Ø x50mm length . Each panel should receive minimum 6nos
fasteners. Wood wool boards to be butt jointed and ensure boards are in plumb level.
Finishing
Ply Wooden base of 10mm thick x 50mmwide is first installed along the perimeter of
25mm thick wood wool boards, by using metal fasteners at every 300mm centres .
15mm high tracks to be installed on wooden base by using metal fasteners at 150mm
centres. Polyester fiber of 500gsm x 10mm thick is adhered above wood wool boards
by using adhesive ( only spots). FR Grade Fabric of available width is then aligned to
the Stretch vinyl tracks by following the fabric thread line or pattern. The fabric is
stretched and tucked into the Stretch vinyl tracks and secure into the locking jaws, so
that it will be smooth and free of wrinkles. Use tools as recommended by manufacturer.
Note -1.Vendors to submit all test certificates (Acoustics and fire)
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13.2 NDSR Wall-Lower reaches (from finished floor level to 2000mm)
Supply and installation of 13mm thick Laminared Plywood with a backing of 1000 GSM
x 50mm thick polyester wool
Sqmt 809
Construction of frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick bottom wedge of 80mm, having two equal flanges of 26mm is screw fixed
to sal wood of 50mm x 50mm, (length of the wooden studs varies from 300mm at two
ends to 600mm at centre from wall). Sal wood frame work at spacing not exceeding
600mm C/C fixed to the wall, 25mm thick channels are then fixed perpendicular to the
sal wood frame to achieve overall airgap of 100mm from the wall.
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick held in position by using GI weld mesh
Boarding
12mm thick FR Grade high density BWP grade plywood is then fixed to GI frame rigidly
by using suitable fasteners and ensure proper level of the plywood surface and fix 1mm
thick laminate of approved shade on ply wood.
Finishing
Ensure installed system is in plumb level. The 13mm thick Laminared plywood is
finsihed with polish of approved colour by engineer incharge.
Note -1. Vendors to submit all test certificates (Fire)
2. Refer drawings for over all depth of the system
13.3 NDSR Stage false ceiling
Supply and installation of 13mm thick laminated plywood (12mm thick plywood and
1mm thick laminat) backed with 50mm thick 1000 GSM polyester wool (Color/finish as
per architect design)
Sqmt 210
Construction of Frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick 80mm width, having two equal flanges of 26mm. A GI wall channel is
fixed to the walls in horizontal direction with the help of suitable fastners at 600mm c/c
then an another 25mm thick GI wall channel is fixed vertically over the horizontally laid
wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick
Boarding
13mm thick laminated ply wood is fixed on the frame work.
Finishing
Ensure board is in plumb level and screw heads to be covered with compound and
sand the surface. The screws are painted with manufacturer supplied paint matching
the colour of the board/panel. The finishing of board is of lmainate finish.
Wooden stud having 3mm thick and 50mm depth is used to match the level laminated
wooden slats(Upper reaches)
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Note -
1. Vendors to submit all test certificates (Acoustics and fire)
2. Refer drawings for over all depth of the system
13.4 NDSR Stage flooring
Supply and installation of 79mm high, hard wooden flooring on stage Sqmt 210
Construction of frame work
Frame work shall be fabricated by using 50mm high x 50mm wide MS battens
(preferably 2 grade gumsal or equivalent) fixed on the stage floor at 600mm centres in
both directions, by using suitable fasteners. Contractor to co-ordinate with AV vendor
and decide final height to conceal stage floor boxes.
Cavity Filling
Resultant air gap between floor and plywood to be lined by using polyester fibre
having a density of 1000 GSM and 50mm thick
Boarding
19mm thick FR Grade high density BWP grade plywood is then fixed to MS frame
rigidly by using suitable fasteners and ensure proper level of the plywood surface and
fix wood flooring having teak finish of 10mm thick above 19mm ply
Finishing
Flooring to be provided with teak wood corner profiles towards the edge of the stage
along with 200mm high 15mm thick teak wood skirting along the perimeter of the floor
with 3mm foam underlay
B. MAIN HALL ACOUSTICS
13.5 NDSR Wall-Absorptive wall panelling
Supply and installation of 17mm thick micro perforated wood having 2mm perforation
and 8mm pitch backed with polyester wool of density 1000GSM x 50mm thick with
Laminared finish
Sqmt 1359
Construction of Frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick 80mm width, having two equal flanges of 26mm. A GI wall channel is
fixed to the walls in horizontal direction with the help of suitable fastners at 600mm c/c
then an another 25mm thick GI wall channel is fixed vertically over the horizontally laid
wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick
Boarding
17mm thick micro perforated wood having 2mm perforation and 8mm pitch is fixed on
the frame work.
Finishing
Ensure board is in plumb level and screw heads to be covered with compound and
sand the surface. The screws are painted with manufacturer supplied paint matching
the colour of the board/panel. The finishing of board is of veneer finish.
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Note -
1. Vendors to submit all test certificates (Acoustics and fire)
2. Refer drawings for over all depth of the system
13.6 NDSR Absorptive false ceiling Sqmt 701
Supply and installation of 16mm thick 14-2 laminated wooden slats (14mm slat and
2mm gap) backed with 50mm thick 1000 GSM polyester wool (Color/finish as per
architect design) (UPPER REACHES)
Construction of Frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick 80mm width, having two equal flanges of 26mm. A GI wall channel is
fixed to the walls in horizontal direction with the help of suitable fastners at 600mm c/c
then an another 25mm thick GI wall channel is fixed vertically over the horizontally laid
wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick
Boarding
16mm thick laminated wooden slats is fixed on the frame work.
Finishing
Ensure board is in plumb level and screw heads to be covered with compound and
sand the surface. The screws are painted with manufacturer supplied paint matching
the colour of the board/panel. The finishing of board is of laminate finish.
Note -
1. Vendors to submit all test certificates (Acoustics and fire)
2. Refer drawings for over all depth of the system
13.7 NDSR Reflective false ceiling Sqmt 565
Supply and installation of 13mm thick laminated plywood (12mm thick plywood and
1mm thick laminat) backed with 50mm thick 1000 GSM polyester wool (Color/finish as
per architect design) (LOWER REACHES)
Construction of Frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick 80mm width, having two equal flanges of 26mm. A GI wall channel is
fixed to the walls in horizontal direction with the help of suitable fastners at 600mm c/c
then an another 25mm thick GI wall channel is fixed vertically over the horizontally laid
wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick
Boarding
13mm thick laminated ply wood is fixed on the frame work.
Finishing
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Ensure board is in plumb level and screw heads to be covered with compound and
sand the surface. The screws are painted with manufacturer supplied paint matching
the colour of the board/panel. The finishing of board is of lmainate finish.
Wooden stud having 3mm thick and 50mm depth is used to match the level laminated
wooden slats(Upper reaches)
C. PROSCENIUM
13.8 NDSR Supply and installation of wooden proscenium in front of stage Sqmt 5
Construction of frame work
Proscenium frames are fabricated by using metal tubular section of 100 x 50 x 2mm
thick fixed to form a square grid of size 600 x600mm. Proscenium width shall be
minimum 5meters (walls) along the sides and minimum of 1.5mtrs drop from the false
ceiling Frames are grouted to stage floor/wall by using suitable fasteners.
Cavity Filling
Resultant air gap between two panels to be lined by using polyester fibre rolls of size
600mm width having a density of 1000 GSM and 50mm thick + 50mm air gap.
Boarding
Proscenium frame is then covered with 12mm thick BWP grade plywood from both
sides and covered with 1mm thick laminate, finished with polish of approved shade.
Size of the proscenium is 2.8mtrs height x 5.8mtrs width X 1.5mtrs drop x19mtrs width
D. CARPET FLOORING FOR ENTIRE AUDITORIUM
13.9 NDSR Supply and installation of broadloom carpet tiles of approved make , shade & pattern
for Complete Auditorium
Sqmt 968
Carpets
Providing & Fixing of Flocked Carpet Rolls having a density of 70 million fibres of nylon
6.6 per M2 firmly anchored into a waterproofing backing and having average recycled
contents of 20% . The Flocked Carpet must inhibit the growth of Bacteria and Fungi.
The Flocked Carpet must be ZERO EMISSION Carpet (Emission below detection limit
after 28 days in accordance with ISO 16000-9 requirements. Fire Test EN-
13501, Appearence Retention Hexapod ISO 140-8, Friction Slip Resistance Test EN
14041 Class DS, sanitized anti-microbial treatment with resilient waterproof backing,
100% washable, anti static, thickness 4.3 mm and approximate weight of 1.8 k.g./sqm
of roll form.
Total Thickness as per ISO 1765 : 4.3 mm
Roll width : 2.0 M
Roll length : 30 M
Dimensional stability as per ISO 2551 : <0.2%
Slip Resistance as per DIN 51097 : >0.7 Dry and Wet
Total weight as per ISO 8543 : 1.8 kg/M2
Light fastness as per EN ISO 105 B02 : 6
Commercial heavy as per EN 685 : Class 33
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REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
Reaction to fire as per EN 13501-1 : Bfl-s1
Note -1. Vendors to submit all test certificates (Fire)
2. Refer drawings for over all depth of the system
E. AUDITORIUM CHAIRS
13.10 NDSR (FOR FRONT 2 ROWS) Supply and installation of 21" C/C Auditorium Push Back Seat
has a simultaneous movement of seat and Back, with an Auto Stop at all places. It has
Lateral movement of the back and an inclined movement of the seat. Chairs made out
of moulded polyurethane foam fixed to treads by using anchor fasteners
Nos 5
TECHNICAL SPECIFICATIONS
Back: 15mm bent plywood of size 470 x 130 x 640 to 770 mm height (as required by
the customer).
Seat: 19 mm plywood seat, size 480 x 490 x 19 mm with PP moulded seat.
Push Back: A metal sheet mechanism duly embossed of size 450 x 440 x 1.6 mm.
Block to be 2 triangular blocks duly embossed – 300 x 300 mm with 4 of 9mm holes.
Longitudinal tubes of size 40 x 20 x 490 mm – with 2 tubes each and 4 longitudinal
tubes of size 20 x 6 mm duly bent in shape to shape Riveted / Welded & approximately
350 mm long. Seat Back Bracket Interconnected / Riveted / Welded and Back Bracket
to be 200 x 60 x 1.6 mm. Seat Bracket to have stopper cup with 5 rivets and
approximately 170 x 340 x 1.5 mm – 2 pairs for Seat / Back. All rivets to be with nylon
washers and pneumatic machine only. Rollers to withstand temperatures up to 200°
and of sizes – 22 mm width & 38 mm Dia, duly riveted and welded supported by metal
sheet of size 30 mm x 120 mm – 1 pair. All stopper material to be reinforced by nylon
tubes of size 30 mm. Metal stand to be 300 x 300 x 3 mm duly bent in 1piece
supported by 3 structures 20 x 40 x 270 mm each.
Side Panels: All side panels to be of 12 mm plywood covered with fabric and fused with
foam, side panel to cover all metal parts.
FABRIC: Fabric 100% polyester to be fused with 5 mm / 7.5 mm foam, wherever
quilting is required.
ARM REST: Small Cup holders 460 x 100 x 40mm duly ribbed and supported by 12mm
plywood 350 x 70mm cushioned and upholstered.
Installation: For installation, chairs are bolted to the ground using anchor / chemical
fasteners of Hilti or any other similar brand.
Note – 1.All exposed steel parts to be paint finished in Epoxy
2. Colour and texture of fabric for upholstery is as specified by the Architect
3. Vendors to provide samples for approvals
(FOR BACK ROWS) Supply & installation of stand mounted, arm rest less
polypropylene moulded comfortable seat of approved finish, color & size with all
required fittings. ● Seat moulded in polypropylene with color fastness of 7-8 on the blue
wool scale, dependent on color. ● Smooth or textured finish to seat & back, with
provision of putting seat number on it.
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SR. NO. CPWD 2018
REF.
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F. AUDITROIUM DOORS (CONSIDER THIS ITEM FOR ALL ACOUSTIC DOORS)
13.11 NDSR Manufacture, supply and installation of noise rated (STC 45) acoustical doors Nos. 53.00
Construction of frame work
Frame work consists of wooden sections of size 150mm X 75mm ( Nominal Finished
Frame Section of 143mm x 65mm) with self adhesive type Perimeter Seals on the
perimeters of the Frame and the shutter edges (Note : Shutter is Double edged) .
Fixing arrangements shall be by means of 4 nos. of G.I. hold fast
225mmX20mmX4mm with split end on either side of the wall including 8 nos. of
stainless steel ball bearing hinges of SS 304 quality of size 102mmX102mmX3mm
thick to capable of taking load up to 120 Kg of the shutter with SS pin, lock strike plate,
shock absorbers as specified.
Door Shutter
60mm thick, of size as mentioned below made out of perimeter railing of Seasoned
Red Marenti hard wood (Moisture contain limited to 18%) of size 100mmX30mm and 2
nos. of 6 mm thick Promina – 60 board lined with Sound deadener MAD 4 mm thick
sandwiched between 2 boards on each side of the shutter framework using suitable
fasteners and duly HOT PRESSED with 3mm Commercial / Marin Ply to get the
require surface for Laminate/ Veneer/ Paints.
Cavity Filling
Cavity is filled with 96density x 50mm thick rock wool
Seals
Doors shall be provided with acoustical perimeter, centre & drop down seals
Hard wares for double leaf shutter door
1. Hinges SS ball bearing 4"x4"x3mm
2. Dead lock Type-1 with pin cylinder
3. 600x32 Total length: 600mm, CTC: 500mm
4. Door Closer with Std.arm EN 3-6, Finish: Silver
5. ACOUSTIC SEAL GASKET PACKAGE (Acoustic seals , Batwing Gasket,Bulb Type
Gasket) for Double Leaf Door
6. Lorient- Drop Down Gasket Concealed
7. Manual Flush Bolt
Door Sizes
As per drawings
SUB-HEAD-II: MINI- AUDITORIUM
A.
13.12 NDSR WALLS
UPPER REACH
Supply and installation of 16mm thick 14-2 laminated wooden slats (14mm slat and
2mm gap) backed with 50mm thick 1000 GSM polyester wool (Color/finish as per
architect design) (UPPER REACHES)
Sqm 162
Construction of Frame work
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REF.
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Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick 80mm width, having two equal flanges of 26mm. A GI wall channel is
fixed to the walls in horizontal direction with the help of suitable fastners at 600mm c/c
then an another 25mm thick GI wall channel is fixed vertically over the horizontally laid
wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick
Boarding
16mm thick laminated wooden slats is fixed on the frame work.
Finishing
Ensure board is in plumb level and screw heads to be covered with compound and
sand the surface. The screws are painted with manufacturer supplied paint matching
the colour of the board/panel. The finishing of board is of laminate finish.
Note -
1. Vendors to submit all test certificates (Acoustics and fire)
2. Refer drawings for over all depth of the system
LOWER REACHES
Supply and installation of 13mm thick laminated plywood (12mm thick plywood and
1mm thick laminat) backed with 50mm thick 1000 GSM polyester wool (Color/finish as
per architect design)
Sqmt 162
Construction of Frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick 80mm width, having two equal flanges of 26mm. A GI wall channel is
fixed to the walls in horizontal direction with the help of suitable fastners at 600mm c/c
then an another 25mm thick GI wall channel is fixed vertically over the horizontally laid
wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick
Boarding
13mm thick laminated ply wood is fixed on the frame work.
Finishing
Ensure board is in plumb level and screw heads to be covered with compound and
sand the surface. The screws are painted with manufacturer supplied paint matching
the colour of the board/panel. The finishing of board is of lmainate finish.
Wooden stud having 3mm thick and 50mm depth is used to match the level laminated
wooden slats(Upper reaches)
Page 42 of 131
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CENTER FOR PERFORMING ARTS, LAWRENCE SCHOOL, SANAWAR
DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
B. WESTERN VOCAL STUDIO, INDIAN VOCAL STUDIO, JAZZ BAND, DRUM
ROOM, PERCUSSION INDIAN DEPT., STRING AND OTHER INSTRUMENT ROOM,
PRACTICE ROOMS, PIANO, KEYBOARD STUDIO, VIOLIN AND GUITAR STUDIO,
EXPERIMENTAL THREATRE, WESTERN DANCE STUDIO, INDIAN DANCE STUDIO
13.13 Providing and fixing in position wall paneling at all heights with specified panels/tiles
having NRC (Noise Reduction coefficient) of 0.70 (minimum), comprising of a frame
made from especially fabricated galvanized mild steel sheet 0.50 mm thick pressed
section
(galvanizing @120 grams per sqm including both sides) i.e. vertical studs of size 48 x
34 x 36 mm are placed at 600mm center to center in a floor and ceiling channel section
of size 50 x 32m fixed to the floor and soffit at 600mm centers using 12mm dia, 50mm
long wedge type expanded zinc alloy dash fastener with 10mm bolt. This same channel
is then to be fixed in horizontal direction at 600mm center to center so as to form a grid
of 600mm x 600mm.
Rock wool of 50mm thickness is then to be inserted in the slots and finally non
combustible panels/tiles are to be screw fixed with self tapping pan head nickel coated
mild steel screws of size 13 x 3.2mm on to this grid leaving an even groove of 1 mm
between the panels.
The joints between the panels are to be duly jointed and finished using recommended
jointing calcium silicate based compound and fiber joint tape roll 50mm wide (90 meter
)roll and two coats of primer suitable for paneling as per manufacturer's specification as
per direction of Engineer-in-Charge all complete.
13.13.1 NDSR With 12.5 mm thick fully Perforated Gypsum Board tile made from plaster board having
glass fibre conforming to IS: 2095 part I, of size 595mm x 595 mm, having perforation
of 9.7 x 9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of
30 mm.
Sqm 320
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DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
13.14 NDSR Supply and installation of 13mm thick laminated plywood (12mm thick plywood and
1mm thick laminat)
Sqm 5
Construction of Frame work
Frame work consists of 25mm thick GI wall channels with fully knurled surface of
0.55mm thick 80mm width, having two equal flanges of 26mm. A GI wall channel is
fixed to the walls in horizontal direction with the help of suitable fastners at 600mm c/c
then an another 25mm thick GI wall channel is fixed vertically over the horizontally laid
wall channel at 600mm c/c
Cavity Filling
The frame work shall be back lined by using polyester wool having a density of 1000
GSM and 50mm thick
Boarding
13mm thick laminated ply wood is fixed on the frame work.
Finishing
Ensure board is in plumb level and screw heads to be covered with compound and
sand the surface. The screws are painted with manufacturer supplied paint matching
the colour of the board/panel. The finishing of board is of lmainate finish.
Wooden stud having 3mm thick and 50mm depth is used to match the level laminated
wooden slats(Upper reaches)
Note -
1. Vendors to submit all test certificates (Acoustics and fire)
2. Refer drawings for over all depth of the system
TOTAL OF ACOUSTICS WORK
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DRAFT
SR. NO. CPWD 2018
REF.
PARTICULARS UNIT RATE QUANTITY AMOUNT
14. MISCELLANEOUS WORK
14.1 NDSR Fire Stopper
SITC of Mineral Wool Board System Providing Fire resistant board system with
minimum 2 hours fire rating when tested in accordance with BS 476 part 20 for
horizontal openings in fire rated floors or slabs and vertical openings in walls for
passing service shafts. The fire resistant board system shall comprise of a mineral
wool board coated with an ablative coating CP 670 at 0.7mm dft. The mineral wool
board should be of min.160 kg/m3 density. All contact surfaces and cavities shall be
sealed with a joint filler CP 606.
Sqm 10
The service lines could be of various types like electrical cables trays, metal pipes, etc.
AC ducts.The product shall be age tested for as per Dafstb and DIBT standards. The
product should be tested for mold resistance rating of 0 as determined by ASTM G21-
96 and should have a VOC content of approx. 38 g/l as per LEED 2009. The product
shall bear the UL and FM approval logo on the packing where applicable.
14.2 NDSR SITC of Firestop Mortar
Providing & fixing Fire Barrier mortar with minimum 2 hours fire rating when tested in
accordance with BS 476 part 20 and UL 1479 for horizontal openings in fire rated floors
or slabs and vertical openings in walls for passing service shafts. The service lines
could be of various types like electrical cables trays, metal pipes, Ducts for AC, etc.
The product shall be age tested as per Dafstb and DIBT standards. The product should
be tested for mold resistance rating of 0 as determined by ASTM G21-96. The product
shall be tested and approved by third party agencies such as UL and FM. The mortar
should be tested in accordance with IEC 60068-2-57:1999-11 (Environmental Testing)
as per Part 2-57: Test for Vibration-Time-history method and VERTEQII for seismic
zone 4. The product shall bear the UL and FM approval logo on the packing where
applicable.
Sqm 10
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DRAFT
SR. NO. CPWD 2018
REF.
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14.3 NDSR SITC of Expanding Seal
Providing Fire expanding foam with minimum 2 hours fire rating when tested in
accordance with BS 476 part 20 and UL 1479 for horizontal openings in fire rated floors
or slabs and vertical openings in walls made of concrete/ masonry or Gypsum for
passing service shafts. The expanding foam expands seven times its volume to fill the
cavity at the time of dispensing the material and shall fully cure within two minutes after
dispensing. The product shall be age tested as per Dafstb and DIBT standards. The
product shall provide water tightness when tested for W rating as per UL standards and
shall be tested for providing a sound insualtion of 50 db when tested in accordance with
ASTM E 90.
Per cartrige 10
14.40 NDSR Drilling with core cutting machine in Post RCC beams, slabs, floors etc. if not
mentioned in the drawing but required by Developer for laying pipes and rendering the
same in RCC 1:2:4, finishing the same to the satisfaction of the Developer, including
nominal reinforcement wherever required, complete. The quoted rate shall also include
for providing EPOXY based water proofing compound for sealing the joints around the
pipes. (Maximum thickness of RCC members shall be 300mm).
RCC Slabs
I 150mm dia Nos. 10
II 200mm dia Nos. 10
RCC Walls
III 160mm dia Nos. 10
IV 180mm dia Nos. 10
TOTAL OF MISCELLANEOUS WORK
Page 46 of 131
F/QS/CIVIL/130-A-MEAS/00
VADODARA PROJECT : CENTER OF PERFORMING ARTS
DATE : 24.03.21 ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
PREPARED BY : PRIYANKA, NIKITA CLIENT : THE LAWRENCE SCHOOL, SANAWAR
CHECKED BY :
SR. NO. PARTICULAR UNIT QTY. NO. OF
FLOORS
TOTAL
QTY.
QTY. WITH
CONTIGENCY
R0 AS PER DWG RECD ON DWG RECD-20.03.21
3 Masonry Work
3.1 230mm or more thick Brick wall
Basement Floor Cum 46.91 1.00 46.91 47.00
Ground Floor Cum 455.21 1.00 455.21
First Floor Cum 202.26 1.00 202.26
Total Cum 657.47 658.00
3.2 115mm thick Brick wall
Basement Floor Sqm 82.00 1.00 82.00 83.00
Ground Floor Sqm 615.00 1.00 615.00
First Floor Sqm 194.73 1.00 194.73
Total Sqm 809.72 810.00
3.3 Rubble Masonry
3.3.1 Both side finishBasement Floor Cum 44.34 1.00 44.34
Ground Floor Cum 238.31 1.00 238.31
First Floor Cum 681.67 1.00 681.67
Entry level Cum 48.61 1.00 48.61
Total Cum 1012.93 1013.00
3.3.2 Single side finishBasement Floor Cum 25.29 1.00 25.29
Ground Floor Cum 438.56 1.00 438.56
First Floor Cum 219.19 1.00 219.19
Entry level Cum 2.05 1.00 2.05
Total Cum 685.10 686.00
4 Plaster Work
4.1 Internal PlasterBasement Floor Sqm 550.17 1.00 550.17
Ground Floor Sqm 4796.60 1.00 4796.60
First Floor Sqm 2125.85 1.00 2125.85
Total Sqm 7472.62 7473.00
4.2 Ceiling PlasterBasement Floor Sqm 464.41 1.00 464.41
Ground Floor Sqm 3098.99 1.00 3098.99
First Floor Sqm 1061.27 1.00 1061.27
Entry level Sqm 117.73 1.00 117.73
ded False ceiling areas Sqm 2640.55 -1.00 -2640.55
Total Sqm 2101.84 2102.00
DONGRE PMC PVT. LTD.IMPERIAL HEIGHTS, AKSHAR CHOWK, VADODARA
TEL: (0265) 2980133,134
SUMMARY
Page 47 of 131
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4.3 Duct PlasterBasement Floor Sqm 132.15 1.00 132.15
Ground Floor Sqm 234.19 1.00 234.19
First Floor Sqm 167.62 1.00 167.62
Total Sqm 533.96 534.00
PAINTING WORK
INTERNAL PAINT
Internal Plaster Sqm 7472.62 1.00 7472.62
Ceiling plaster Sqm 2101.84 1.00 2101.84
ded Duct paint Sqm 533.96 -1.00 -533.96
ded Dado Sqm 410.36 -1.00 -410.36
ded wall panelling Sqm 3965.60 -1.00 -3965.60
4664.54 4665.00
5. WATERPROOFING WORK
5.1 Chemical waterproofingBasement Floor Sqm 49.55 1.00 49.55
Ground Floor Sqm 192.06 1.00 192.06
First Floor Sqm 139.99 1.00 139.99
Total Sqm 381.59 382.00
5.2 Crystline waterproofing
5.2.1 On FloorBasement Floor Sqm 784.35 1.00 784.35
Total Sqm 784.35 785.00
5.2.2 On WallBasement Floor Sqm 826.99 1.00 826.99
Total Sqm 826.99 827.00
5.3 Terrace WaterproofingRoof level Sqm 1009.57 1.00 1009.57
Total Sqm 1009.57 1010.00
5.4 Waterproofing Waterproofing (Tiles)UG tanks Sqm 189.80 1.00 189.80
Total Sqm 189.80 190.00
SkylightRoof level Sqm 18.30 1.00 18.30
Total Sqm 18.30 19.00
Single glazed Window
Basement Floor Sqm 21.50 1.00 21.50
Ground Floor Sqm 76.12 1.00 76.12
1st Floor Sqm 117.06 1.00 117.06
Total Sqm 214.67 215.00
Double glazed Window
Basement Floor Sqm 11.21 1.00 11.21
Ground Floor Sqm 216.06 1.00 216.06
1st Floor Sqm 221.68 1.00 221.68
Total Sqm 448.95 449.00
Openable Window kg 1327.25 1328.00
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Fixed Window kg 5308.98 5309.00
Window Sill
Basement Floor Rmt 14.54 1.00 14.54
Ground Floor Rmt 76.20 1.00 76.20
1st Floor Rmt 83.19 1.00 83.19
Total Rmt 173.93 174.00
Total Sqm 66.09 67.00
1. FLOORING WORK
Engineered Wood flooring over levelled I.P.S.
flooring.
Location : Band roomBasement Floor Sqm 122.93 1.00 122.93
Ground Floor Sqm 588.08 1.00 588.08
First Floor Sqm 200.37 1.00 200.37
Total Sqm 911.38 912.00
100mm high Engineered Wood skirting
Location : Band roomBasement Floor Sqm 39.10 1.00 39.10
Ground Floor Sqm 38.97 1.00 38.97
First Floor Sqm 8.90 1.00 8.90
Total Sqm 86.97 87.00
Sqm 999.00
Polished Kota stone flooring laid as/ specifications
Location : Wash area, TFA Room, Store room,
Electrical & AHU room, EXPERIMENTAL THREATRE
& STORE, RESOURCE CENTER, Pantry
Basement Floor Sqm 147.27 1.00 147.27
Ground Floor Sqm 249.94 1.00 249.94
First Floor Sqm 227.40 1.00 227.40
Total Sqm 624.62 625.00
100mm high Polished Kota stone skirting
Location : TFA Room, Store room, Electrical & AHU
room, EXPERIMENTAL THREATRE & STORE,
RESOURCE CENTER, Pantry
Basement Floor Sqm 7.80 1.00 7.80
Ground Floor Sqm 12.39 1.00 12.39
First Floor Sqm 9.68 1.00 9.68
Total Sqm 29.87 30.00
18 mm thick polished granite flooring as/ specs
Location : Band store, Band & PRACTICE
VERANDAH, Staircase, Green room women, Green
room men, Toilet women, Toilet men, VIP Lounge,
VIP Toilet, Corridor, LOWER PRE-FUNCTION, ART
GALLERY,COMPUTER, TOILETS WOMEN, TOILETS
MEN, Courtyard, Universal toilet, PROJECTION
ROOM, MUSIC BALCONY, TEACHERS ROOM,
TEACHERS TOILET, CONTROL/ INTERPRETATION
ROOMBasement Floor Sqm 207.37 1.00 207.37
Ground Floor Sqm 1333.93 1.00 1333.93
First Floor Sqm 585.99 1.00 585.99
Total Sqm 2127.28 2128.00
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18mm thick 300mm wide polished granite Treads
Location : StaircaseBasement Floor Rmt 36.47 1.00 36.47
Ground Floor Rmt 363.26 1.00 363.26
First Floor Rmt 100.47 1.00 100.47
Entry level Floor Rmt 263.64 1.00 263.64
Total Rmt 763.83 764.00
Total Sqm 0.30 229.15 230.00
Sqm 2358.00
100mm high polished granite skirting
Location : Band store, Band & PRACTICE
VERANDAH, Staircase, Green room women, Green
room men, Toilet women, Toilet men, VIP Lounge,
VIP Toilet, Corridor, LOWER PRE-FUNCTION, ART
GALLERY,COMPUTER, TOILETS WOMEN, TOILETS
MEN, Courtyard, Universal toilet, PROJECTION
ROOM, MUSIC BALCONY, TEACHERS ROOM,
TEACHERS TOILET, CONTROL/ INTERPRETATION
ROOMBasement Floor Sqm 17.56 1.00 17.56
Ground Floor Sqm 42.18 1.00 42.18
First Floor Sqm 11.68 1.00 11.68
Total Sqm 71.42 72.00
18mm thick polished granite inclined skirting
Location : StaircaseBasement Floor Sqm 0.62 1.00 0.62
Ground Floor Sqm 11.30 1.00 11.30
First Floor Sqm 1.74 1.00 1.74
Total Sqm 13.66 14.00
18mm thick 150mm wide polished granite Risers
Location : StaircaseBasement Floor Sqm 6.69 1.00 6.69
Ground Floor Sqm 65.78 1.00 65.78
First Floor Sqm 19.23 1.00 19.23
Entry level Floor Sqm 99.86 1.00 99.86
Total Sqm 191.55 192.00
Polished granite cladding as/ specifications.
Location : ToiletsBasement Floor Sqm 50.29 1.00 50.29
Ground Floor Sqm 208.89 1.00 208.89
First Floor Sqm 151.18 1.00 151.18
Total Sqm 410.36 411.00
Sqm 689.00
50 mm thick chamfered edge 450 mm wide Steps of
rough granite stoneLocation AMPHITHREATER SEATING
Entry level Floor Sqm 90.48 1.00 90.48
Total Sqm 90.48 91.00
50 mm thick Polished granite stone Coping
Location Ramp wall, staircase pardi
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Basement Floor Sqm 27.97 1.00 27.97
Ground Floor Sqm 41.94 1.00 41.94
Entry level Floor Sqm 85.96 1.00 85.96
Total Sqm 155.87 156.00
Carpet/ flotex flooring as/ specs
Location : AuditoriumBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 967.32 1.00 967.32
First Floor Sqm 0.00 1.00 0.00
Total Sqm 967.32 968.00
Natural wooden (polished) flooring (as/ approved
sample)
Location : StageBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 281.39 1.00 281.39
First Floor Sqm 0.00 1.00 0.00
Total Sqm 281.39 282.00
100x100x80 mm granite cobble stone Flooring
Sqm 1204.49 1.00 1204.49
Total Sqm 1204.49 1205.00
WALL FINISH
Reflective & absorbtion surface as/ acoustic design
Location : ORCHESTRA PIT, Pre stage areaBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 230.37 1.00 230.37
First Floor Sqm 0.00 1.00 0.00
Total Sqm 230.37 231.00
100 mm acoustical insulation.
Location : Service RoomBasement Floor Sqm 163.33 1.00 163.33
Ground Floor Sqm 0.00 1.00 0.00
First Floor Sqm 0.00 1.00 0.00
Total Sqm 163.33 164.00
Mico perforated wood backed with polyster wool
Location : AuditoriumBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 850.31 1.00 850.31
First Floor Sqm 0.00 1.00 0.00
Total Sqm 850.31 851.00
Perforated wooden panels with acoustical property
to be fixed as/ detail.
Location : Band room, WESTERN VOCAL STUDIO
Basement Floor Sqm 191.08 1.00 191.08
Ground Floor Sqm 152.22 1.00 152.22
First Floor Sqm 0.00 1.00 0.00
Total Sqm 343.30 344.00
Wall-Lower reaches (from finished floor level to 2000mm)
13 mm thick Laminated ply on lower level +
Perforated gypsum board with rockwool for
acoustical property.
Page 51 of 131
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Location : JAZZ & B& DEPT, DRUMS ROOM
WESTERN DEPT., PERSUSSION INDIAN DEPT.,
STRING & OTHER INSTRUMENTS INDIAN DEPT.
ETCBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 671.27 1.00 671.27
First Floor Sqm 137.65 1.00 137.65
Total Sqm 808.92 809.00
Wall-Upper reaches (2000mm from finished floor
level to false celing level)
Location : JAZZ & B& DEPT, DRUMS ROOM
WESTERN DEPT., PERSUSSION INDIAN DEPT.,
STRING & OTHER INSTRUMENTS INDIAN DEPT.
ETCBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 1099.17 1.00 1099.17
First Floor Sqm 146.99 1.00 146.99
Total Sqm 1246.16 1247.00
16 mm thick wooden slats on upper level + 13 mm
thick laminated ply wood on lower level.
Location : MINI- AUDITORIUMBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 208.75 1.00 208.75
First Floor Sqm 0.00 1.00 0.00
Total Sqm 208.75 209.00
Location : RECORDING ROOM & STOREBasement Floor Sqm 114.46 1.00 114.46
Ground Floor Sqm 0.00 1.00 0.00
First Floor Sqm 0.00 1.00 0.00
Total Sqm 114.46 115.00
FALSE CEILING
(600 x 600)mm Mineral fibre ceiling of 0.9 NRC
Location : Band roomBasement Floor Sqm 122.04 1.00 122.04
Ground Floor Sqm 0.00 1.00 0.00
First Floor Sqm 0.00 1.00 0.00
Total Sqm 122.04 123.00
Mineral fibre ceiling of 0.9 NRC
Location : MINI- AUDITORIUMBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 94.88 1.00 94.88
First Floor Sqm 0.00 1.00 0.00
Total Sqm 94.88 95.00
Location : RECORDING ROOM & STORE,
EXPERIMENTAL THREATRE & STORE, WESTERN
VOCAL STUDIOBasement Floor Sqm 17.44 1.00 17.44
Ground Floor Sqm 310.56 1.00 310.56
First Floor Sqm 232.09 1.00 232.09
Total Sqm 560.09 561.00
Stage false ceilingGround Floor Sqm 209.03 1.00 209.03 210.00
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Compressed laminated board (wooden texture)
Location : ART GALLERYBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 40.47 1.00 40.47
First Floor Sqm 0.00 1.00 0.00
Total Sqm 40.47 41.00
Acoustically treated ceiling as/ specification.
Location : Service room, Stage + passage area +
Pre stageBasement Floor Sqm 101.78 1.00 101.78
Ground Floor Sqm 0.00 1.00 0.00
First Floor Sqm 232.09 1.00 232.09
Total Sqm 333.88 334.00
Calcium silicate grid ceiling (600 x 600) with painted
surface as/ specifications.
Location : ToiletsBasement Floor Sqm 82.82 1.00 82.82
Ground Floor Sqm 102.38 1.00 102.38
First Floor Sqm 75.31 1.00 75.31
Total Sqm 260.51 261.00
16 mm thick 14-2 Laminated wooden slats backed
with polyster wool
AuditoriumBasement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 700.54 1.00 700.54
First Floor Sqm 0.00 1.00 0.00
Total Sqm 700.54 701.00
Perforated gypsum board +rockwool
Basement Floor Sqm 0.00 1.00 0.00
Ground Floor Sqm 319.12 1.00 319.12
First Floor Sqm 0.00 1.00 0.00
Total Sqm 319.12 320.00
PLYWOOD FALSE CEILING
Basement Floor Sqm 90.65 1.00 90.65
Ground Floor Sqm 241.32 1.00 241.32
First Floor Sqm 263.82 1.00 263.82
Total Sqm 595.78 596.00
ROOF Sqm 349.86 1.00 349.86 350.00
ROOF OPENING - 2MM ALUMINIUM FLASHING
GUTTER Rmt 54.65 1.00 54.65 55.00
TEAK WOOD HAND RAILBasement Floor Rmt 6.18 1.00 6.18
Ground Floor Rmt 17.35 1.00 17.35
First Floor Rmt 17.35 1.00 17.35
Total Rmt 40.88 41.00
MIRRORBasement Floor Sqm 1.54 1.00 1.54
Ground Floor Sqm 7.99 1.00 7.99
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First Floor Sqm 5.85 1.00 5.85
Total Sqm 15.38 16.00
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
3 Masonry Work
3.1 230mm or more thick Brick wall
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Inclined wall at shaft 1.0 5.60 0.23 2.80 0.00
ded of door SD1 -4.0 0.60 0.23 1.50 0.00
Inclined wall at shaft 5.0 0.75 0.23 2.80 0.00
inclined wall at service room 1.0 9.44 0.23 2.80 0.00
ded of door D4 -1.0 1.00 0.23 2.40 0.00
inclined wall at HVAC plant room 1.0 1.81 0.23 2.80 1.16
ded of door -1.0 1.50 0.23 2.40 -0.83
inclined wall at HVAC plant room 1.0 9.68 0.23 2.80 6.23
1.0 1.82 0.23 2.80 1.17
1.0 4.05 0.23 2.80 2.60
ded of door -1.0 2.51 0.23 2.40 -1.39
ded of column -1.0 0.30 0.23 2.80 -0.19
inclined wall at washing area 1.0 3.34 0.23 7.14 0.00
inclined wall at washing area & band store 1.0 10.56 0.23 7.14 17.36
ded of door D2 -2.0 0.75 0.23 2.40 -0.83
inclined wall at store 1.0 1.74 0.23 4.60 1.84
inclined wall at store 1.0 4.62 0.23 4.60 4.89
Inclined wall at Toilet 1.0 4.61 0.23 3.35 3.55
1.0 3.90 0.23 3.35 0.00
ded of door D5 -1.0 1.00 0.23 2.40 -0.55
Inclined wall at TFA room 1.0 4.61 0.23 3.35 3.55
ded of door -1.0 1.00 0.23 1.50 -0.35
Inclined wall at TFA room 1.0 6.42 0.23 3.35 4.95
ded of door -1.0 1.50 0.23 2.40 -0.83
Inclined wall at TFA room 1.0 4.30 0.23 3.35 3.31
ded of door -4.0 0.60 0.23 1.50 -0.83
Inclined wall at shaft 3.0 0.90 0.23 3.35 2.08
46.91
Cum
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Inclined wall at western vocal 1.0 9.70 0.23 5.65 12.60
ded of door -1.0 1.00 0.23 2.40 -0.55
ver wall at computer room 1.0 4.61 0.23 5.65 5.99
ded of door -1.0 1.00 0.23 2.40 -0.55
DONGRE PMC PVT. LTD.IMPERIAL HEIGHTS, AKSHAR CHOWK, VADODARA
TEL: (0265) 2980133,134
MEASUREMENTS
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Hor wall at shaft 1.0 5.37 0.23 5.65 6.98
ded of door SD1 -4.0 0.60 0.23 1.50 -0.83
ver wall at shaft 4.0 0.90 0.23 5.65 4.68
inclined wall at Indian vocal studio 1.0 9.78 0.23 5.65 12.71
ded of door -1.0 1.00 0.23 2.40 -0.55
Inclined wall at toilet 1.0 7.19 0.23 5.65 9.34
ver wall at shaft 1.0 1.43 0.23 5.65 1.86
ver wall at shaft 1.0 3.25 0.23 5.65 4.22
ded of door SD1 -1.0 0.60 0.23 1.50 -0.21
hor wall at shaft 2.0 1.00 0.23 5.65 2.60
Inclined wall at toilet 1.0 3.14 0.23 5.65 0.00
Inclined wall at toilet 2.0 2.44 0.23 5.65 0.00
Inclined wall at toilet 2.0 1.66 0.23 5.65 4.31
ded of door -2.0 1.00 0.23 2.40 -1.10
Inclined wall at toilet 2.0 1.28 0.23 5.65 0.00
Inclined wall at toilet 1.0 9.78 0.23 5.65 12.71
Inclined wall at toilet 2.0 2.33 0.23 5.65 6.07
ded of door -1.0 1.00 0.23 2.40 -0.55
Inclined wall at staircase 1.0 7.69 0.23 5.65 0.00
ded of door -1.0 1.05 0.23 2.40 0.00
Inclined wall at computer room & indian vocal studio 1.0 10.41 0.23 5.65 0.00
ded of door -1.0 4.52 0.23 2.40 0.00
ded of column -1.0 0.60 0.23 5.65 0.00
ded of window -1.0 1.89 0.23 2.15 0.00
ded of window -1.0 2.19 0.23 2.15 0.00
Hor wall at Recording room 1.0 6.70 0.38 4.26 10.84
ver wall at Recording room 1.0 1.96 0.38 4.26 3.17
Hor wall at Mini Auditorium 1.0 5.02 0.30 4.26 6.40
ded of column -2.0 0.60 0.30 4.26 0.00
ded of window -1.0 2.36 0.30 1.50 -1.06
ded of door -1.0 1.00 0.30 2.40 -0.72
Hor wall at Mini Auditorium 1.0 12.43 0.38 6.72 31.74
ded of column -2.0 0.60 0.38 6.72 -3.06
ver wall at store 1.0 1.22 0.23 5.65 1.59
ded of door -1.0 1.00 0.23 2.40 -0.55
Hor wall at store 1.0 3.73 0.23 5.65 4.85
Hor wall at Art gallery 1.0 3.37 0.23 5.65 4.38
ver wall at Art gallery 1.0 1.16 0.23 5.65 1.50
ver wall at Art gallery 1.0 1.00 0.23 2.40 0.55
ver wall at Art gallery 1.0 1.22 0.23 5.65 1.59
ded of door -1.0 1.00 0.23 2.40 -0.55
Hor wall at Art gallery 1.0 3.53 0.23 5.65 4.59
Hor wall at Art gallery 1.0 0.75 0.23 5.65 0.97
Hor wall at experimental theater 1.0 9.59 0.23 5.65 12.46
ded of column -1.0 0.60 0.23 5.65 -0.78
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
ver wall at AHU room 1.0 1.63 0.23 5.65 0.00
Hor wall at AHU room 1.0 2.54 0.23 5.65 0.00
ded of door -1.0 1.00 0.23 2.40 0.00
Hor wall at court yard 1.0 3.50 0.23 5.65 4.55
ded of opening -1.0 2.07 0.23 5.65 -2.69
ver wall at courtyard 1.0 10.46 0.38 5.65 22.45
ded of opening -4.0 1.87 0.38 5.65 -16.02
ded of column -1.0 0.60 0.30 5.65 -1.02
Hor wall at court yard 1.0 5.17 0.23 5.65 6.72
ded of opening -2.0 1.77 0.23 5.65 -4.59
inclined wall at courtyard & pre function area 1.0 4.32 0.23 5.65 5.62
ded of window -1.0 3.00 0.23 2.15 0.00
ded of column -2.0 0.60 0.23 5.65 0.00
Hor wall at VIP lounge 1.0 6.08 0.23 5.65 7.90
ded of door -1.0 2.20 0.23 2.40 -1.21
-1.0 1.00 0.23 2.40 -0.55
ver wall at VIP lounge to green room 1.0 10.69 0.23 5.65 13.90
ded of window W20 -1.0 1.87 0.23 1.68 -0.72
ded of door -1.0 1.00 0.23 2.40 -0.55
ded of column -1.0 0.60 0.23 5.65 -0.78
ver wall at VIP Lounge 1.0 3.47 0.23 5.65 4.51
ded of door -1.0 0.75 0.23 2.40 -0.41
Hor wall at toilet 1.0 2.40 0.23 5.65 3.11
1.0 1.52 0.23 5.65 1.97
1.0 5.18 0.23 5.65 6.73
1.0 5.91 0.23 5.65 7.68
ded of door -1.0 1.00 0.23 2.40 -0.55
inclined wall at shaft 1.0 6.47 0.23 5.65 8.41
ded of column -1.0 0.60 0.23 5.65 -0.78
ded of opening -1.0 0.68 0.23 5.65 -0.88
ver wall at shaft 1.0 1.70 0.23 5.65 2.21
ded of door -1.0 0.60 0.23 1.50 -0.21
inclined wall at shaft 1.0 1.02 0.23 5.65 1.32
inclined wall at green room 1.0 5.96 0.23 5.65 7.75
ded of door -1.0 1.50 0.23 2.40 -0.83
inclined wall at stage area 1.0 1.80 0.23 5.65 2.34
ver wall at band dept. 1.0 7.73 0.23 4.03 7.16
ver wall at band dept. 1.0 1.64 0.23 4.03 1.51
ded of door -1.0 1.00 0.23 2.40 -0.55
hor wall at band Dept. 1.0 1.50 0.23 4.03 1.39
ver wall at drums room 1.0 1.64 0.23 4.03 1.51
ded of door -1.0 1.00 0.23 2.40 -0.55
hor wall at band Dept. 1.0 1.50 0.23 4.03 1.39
ver wall at percussion indian dept. 1.0 7.80 0.23 4.03 7.22
ver wall at percussion indian dept. 2.0 1.63 0.23 4.03 3.02
ded of door -2.0 1.00 0.23 2.40 -1.10
Hor wall at percussion indian dept. 2.0 1.50 0.23 4.03 2.78
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
ver wall at percussion indian dept. 1.0 7.73 0.23 4.03 7.16
inclined wall at practice room 2.0 7.80 0.23 4.03 14.44
inclined wall at practice room 1.0 3.22 0.23 3.19 2.36
inclined wall at practice room 2.0 5.92 0.23 4.03 10.97
ded of door -8.0 1.00 0.23 2.40 -4.42
inclined wall at piano/keyboard western dept. 1.0 7.72 0.23 4.03 7.15
inclined wall at piano/keyboard western dept. 1.0 1.53 0.23 4.03 1.41
1.0 1.47 0.23 4.03 1.36
inclined wall at piano/keyboard western dept. 2.0 1.63 0.23 4.03 3.02
ded of door -2.0 1.00 0.23 2.40 -1.10
inclined wall at store 1.0 7.73 0.23 4.03 7.16
inclined wall at corridor 1.0 15.11 0.23 5.65 19.64
ded of column -4.0 0.60 0.23 5.65 -3.12
inclined wall at corridor 1.0 2.20 0.23 5.65 2.86
ded of door -1.0 2.20 0.23 2.40 -1.21
inclined wall at corridor 1.0 1.23 0.23 5.65 1.59
ded of column -1.0 0.60 0.23 5.65 0.00
inclined wall at corridor & green room 1.0 5.13 0.23 5.65 6.67
inclined wall at store 1.0 2.10 0.23 5.65 2.73
inclined wall at store 1.0 5.79 0.23 5.65 7.52
ded of column -1.0 0.60 0.23 5.65 -0.78
inclined wall at store 1.0 1.21 0.23 5.65 1.58
inclined wall at pre stage area 1.0 1.73 0.23 5.65 2.25
inclined wall at pre stage area 1.0 5.66 0.23 5.65 7.35
ded of door -1.0 1.50 0.23 2.40 -0.83
inclined wall at green room 1.0 1.10 0.23 5.65 1.43
ded of door -1.0 0.75 0.23 2.40 -0.41
inclined wall at green room 1.0 4.52 0.23 5.65 5.87
inclined wall at green room 1.0 1.20 0.23 5.65 1.56
ded of door -1.0 1.00 0.23 2.40 -0.55
inclined wall at toilet 1.0 4.38 0.23 5.65 5.69
ded of door -1.0 1.05 0.23 2.40 -0.58
inclined wall at toilet 1.0 3.40 0.23 5.65 4.42
inclined wall at toilet 1.0 4.16 0.23 5.65 5.41
ded of door -1.0 1.00 0.23 1.50 -0.35
inclined wall at electrical room 1.0 6.56 0.23 5.65 8.52
ded of door -1.0 1.50 0.23 2.40 -0.83
inclined wall at electrical room 1.0 4.30 0.23 5.65 5.59
ded of door -4.0 0.60 0.23 1.50 -0.83
inclined wall at shaft 3.0 0.90 0.23 5.65 3.51
inclined wall at staircase 1.0 1.83 0.23 5.65 0.00
ded of door -1.0 1.50 0.23 2.40 0.00
outer wall at staircase & Ramp 1.0 15.11 0.38 1.00 5.74
1.0 6.42 0.38 1.00 2.44
1.0 3.23 0.38 1.00 1.23
1.0 1.72 0.38 1.00 0.65
1.0 2.85 0.38 1.00 1.08
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1.0 7.31 0.38 1.00 2.78
1.0 1.06 0.38 1.00 0.40
1.0 7.69 0.38 1.00 2.92
1.0 4.15 0.38 1.00 1.58
1.0 10.99 0.38 1.00 4.17
1.0 6.51 0.38 1.00 2.47
1.0 6.49 0.38 1.00 2.47
1.0 4.71 0.38 1.00 1.79
1.0 6.72 0.38 1.00 2.56
1.0 2.42 0.38 1.00 0.92
1.0 6.45 0.38 1.00 2.45
1.0 10.54 0.38 1.00 4.00
1.0 30.48 0.38 1.00 11.58
1.0 28.41 0.38 1.00 10.80
1.0 2.18 0.38 1.00 0.83
wall at shaft near green room 1.0 0.68 0.23 5.65 0.88
1.0 0.37 0.23 5.65 0.48
455.21
Cum
First Floor
Drg Title :FIRST FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Hor wall at teachers room 1.0 8.07 0.23 3.83 7.11
Hor wall at indian dance studio 1.0 7.00 0.23 3.83 6.16
ded of door -1.0 1.00 0.23 2.40 -0.55
ded of door -4.0 0.60 0.23 1.50 -0.83
wall at shaft 4.0 0.90 0.23 3.83 3.17
ver wall at store 1.0 7.31 0.23 3.83 0.00
ded of door -1.0 1.05 0.23 2.40 0.00
ded of column -1.0 0.60 0.15 3.83 0.00
ver wall at teachers room 1.0 2.27 0.23 3.83 0.00
ded of door -2.0 1.05 0.23 2.40 0.00
Hor wall at store & teachers toilet 1.0 2.62 0.23 3.83 2.31
ver wall at teachers toilet 1.0 2.27 0.23 3.83 0.00
ver wall at teachers room 1.0 3.40 0.23 3.83 3.00
1.0 1.22 0.23 3.83 1.07
1.0 4.07 0.23 3.83 3.58
ded of door -2.0 1.00 0.23 2.40 -1.10
ver wall at toilet 1.0 3.25 0.23 3.83 2.86
ded of door -1.0 0.60 0.23 1.50 -0.21
Hor wall at toilet 1.0 7.19 0.23 3.83 6.33
ded of door -2.0 1.05 0.23 2.40 0.00
ver wall at toilet 2.0 1.28 0.23 3.83 0.00
Hor wall at toilet 1.0 6.28 0.23 3.83 0.00
Hor wall at toilet 1.0 3.14 0.23 3.83 0.00
Hor wall at shaft 2.0 1.23 0.23 3.83 2.17
ver wall at shaft 1.0 0.97 0.23 3.83 0.85
Hor wall at store & toilet 1.0 9.78 0.31 3.83 11.42
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
ver wall at toilet 1.0 2.33 0.23 3.83 2.06
ded of door -1.0 1.00 0.23 2.40 -0.55
Hor wall at toilet 1.0 2.31 0.23 3.83 0.00
ver wall at corridor 1.0 0.60 0.38 7.30 1.66
ver wall at corridor 1.0 3.07 0.23 7.30 0.00
ded of column -1.0 0.60 0.15 7.30 0.00
ver wall at western dance studio 1.0 2.00 0.38 7.30 0.00
ded of door -1.0 1.00 0.38 2.40 0.00
Hor wall at western dance studio 1.0 1.73 0.23 3.40 1.35
ver wall at western dance studio 1.0 1.99 0.23 3.40 1.56
ded of door -1.0 1.05 0.23 2.40 -0.58
Hor wall at corridor 1.0 11.93 0.23 3.40 9.33
ded of column -2.0 0.30 0.60 3.40 -1.22
inclined wall near water cooler area 1.0 1.94 0.29 1.37 0.00
ver wall near water cooler area 1.0 1.67 0.30 1.37 0.00
hor wall at pantry 1.0 8.70 0.23 1.37 2.75
ver wall at store 1.0 2.71 0.23 2.40 1.49
Hor wall at store 1.0 3.31 0.23 2.40 1.83
ded of door -1.0 1.00 0.23 2.40 -0.55
Hor wall at store 1.0 3.53 0.23 2.40 1.95
Hor wall at Lobby 1.0 1.30 0.23 5.45 1.62
1.0 0.22 0.23 5.45 0.28
3.0 0.60 0.23 5.45 2.26
1.0 0.30 0.23 5.45 0.38
1.0 0.29 0.23 5.45 0.37
wall at auditorium 1.0 10.51 0.23 5.45 0.00
ded of column -1.0 0.60 0.23 5.45 0.00
wall at auditorium 1.0 14.40 0.23 5.45 0.00
ded of window -2.0 0.45 0.23 2.15 0.00
ded of column -3.0 0.60 0.23 5.45 0.00
ded of opening -1.0 2.00 0.23 5.45 0.00
Hor wall at music balcony 1.0 2.85 0.23 5.45 3.58
ded of door -1.0 1.00 0.23 2.40 -0.55
ver wall at music balcony/control room 1.0 7.62 0.23 5.45 9.56
Hor wall at control room 2.0 3.87 0.23 5.45 9.69
ded of door -1.0 1.00 0.23 2.40 -0.55
Hor wall at control room 1.0 1.52 0.23 5.45 1.91
wall at AHU room 1.0 4.90 0.23 5.45 6.14
1.0 4.28 0.23 5.45 5.36
1.0 3.23 0.23 5.45 4.05
ded of door -1.0 1.50 0.23 2.40 -0.83
Hor wall at shaft 1.0 0.77 0.23 5.45 0.96
ver wall at shaft 1.0 1.81 0.23 5.45 2.27
ded of door -1.0 0.60 0.23 1.50 -0.21
inclined wall at shaft 1.0 1.68 0.23 5.45 2.10
inclined wall at shaft 1.0 0.40 0.23 5.45 0.50
1.0 2.10 0.23 5.45 2.63
inclined wall at resource center 1.0 4.68 0.23 5.45 5.87
Page 60 of 131
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
inclined wall at store 1.0 4.31 0.23 5.45 5.41
inclined wall at store 1.0 1.96 0.23 5.45 2.46
inclined wall at store 1.0 2.23 0.23 5.45 2.79
inclined wall at store 1.0 2.89 0.23 5.45 3.62
ded of column -1.0 0.60 0.23 5.45 -0.75
inclined wall at control room 1.0 3.23 0.23 5.45 4.05
inclined wall at control room 1.0 0.91 0.23 5.45 1.14
inclined wall at control room 1.0 1.50 0.23 5.45 1.88
inclined wall at auditorium 1.0 18.86 0.23 5.45 23.65
ded of window -2.0 0.45 0.23 2.15 -0.45
ded of column -4.0 0.60 0.23 5.45 -3.01
ded of opening -1.0 2.00 0.23 5.45 -2.51
inclined wall at music balcony 1.0 3.00 0.23 5.45 3.76
ded of door -1.0 1.00 0.23 2.40 -0.55
inclined wall at control room & music balcony 1.0 5.15 0.23 5.45 6.46
inclined wall at shaft 1.0 1.35 0.23 5.45 1.69
1.0 0.35 0.23 5.45 0.43
1.0 0.72 0.23 5.45 0.90
inclined wall at store 1.0 6.71 0.23 5.45 8.41
ded of door -2.0 1.05 0.23 2.40 -1.16
ded of door -1.0 1.00 0.23 1.50 -0.35
ded of column -1.0 0.30 0.23 5.45 -0.38
inclined wall at AHU room 1.0 2.33 0.23 5.45 2.92
1.0 2.86 0.23 5.45 3.59
1.0 4.27 0.23 5.45 5.35
ded of door -1.0 1.50 0.23 2.40 -0.83
inclined wall at shaft 1.0 4.30 0.23 5.45 5.39
3.0 0.90 0.23 5.45 3.38
ded of door -4.0 0.60 0.23 1.50 -0.83
202.26
Cum
3.2 115mm thick Brick wall
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Inclined wall at toilet 1.0 4.04 3.35 13.53
Inclined wall at toilet 1.0 1.80 3.35 6.03
Inclined wall at toilet 2.0 2.10 3.35 14.07
ded of door -1.0 0.75 2.40 -1.80
Inclined wall at toilet 1.0 1.92 3.35 6.42
ded of door -2.0 0.75 2.40 -3.60
Inclined wall at toilet 1.0 0.90 3.35 3.01
Inclined wall at shaft 1.0 1.50 3.35 5.03
Inclined wall at toilet (ledge wall) 1.0 2.98 1.20 3.57
Page 61 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
130 inclined wall at service room 2.0 13.12 2.80 0.00
ded of door AD1 -1.0 1.00 2.40 0.00
130 inclined wall at service room 1.0 9.79 2.80 0.00
1.0 2.69 2.80 0.00
1.0 1.15 2.80 0.00
130 wall at band room 1.0 0.36 4.60 1.67
1.0 1.37 4.60 6.31
1.0 3.49 4.60 16.04
wall at store 2.0 0.75 4.60 6.90
1.0 1.05 4.60 4.83
82.00
Sqm
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Inclined wall at toilet 6.0 1.50 5.65 50.85
Inclined wall at toilet 1.0 6.94 5.65 39.19
ded of door -6.0 0.75 2.40 -10.80
Inclined wall at toilet 3.0 1.50 5.65 25.43
Inclined wall at toilet 1.0 3.47 5.65 19.59
ded of door -3.0 0.75 2.40 -5.40
150 Inclined wall at toilet 1.0 0.95 5.65 5.37
ver wall at toilet 1.0 0.73 5.65 4.12
Hor wall at toilet 1.0 2.65 5.65 14.95
ver wall at toilet 1.0 2.76 5.65 15.59
ded of door -2.0 0.75 2.40 -3.60
Hor wall at toilet 1.0 1.66 5.65 9.36
ver wall at toilet 1.0 2.76 5.65 15.59
Hor wall at green room 1.0 1.00 5.65 5.65
130 curve wall at practice room 2.0 3.68 2.40 17.64
130 inclined wall at practice room 2.0 1.83 3.19 11.70
130 inclined wall at practice room 4.0 2.28 3.19 29.16
130 inclined wall at practice room 4.0 2.46 4.03 39.59
130 inclined wall at practice room 4.0 2.64 4.03 42.42
inclined wall at toilet 3.0 1.50 5.65 25.43
inclined wall at toilet 1.0 3.53 5.65 19.94
ded of door -3.0 0.75 2.40 -5.40
wall at shaft near courtyard 1.0 0.28 5.65 1.59
1.0 0.43 5.65 2.44
wall at studio room 1.0 3.22 5.65 18.16
1.0 0.52 5.65 2.94
1.0 2.34 5.65 13.23
1.0 2.81 5.65 15.90
1.0 5.74 5.65 32.42
indian vocal studio 1.0 1.06 5.65 5.97
Page 62 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1.0 3.15 5.65 17.78
1.0 2.58 5.65 14.57
1.0 0.35 5.65 1.97
1.0 0.57 5.65 3.19
ledge wall 9.0 1.04 1.20 11.24
wall at jazz band to store 1.0 1.82 5.65 10.29
1.0 2.78 5.65 15.69
1.0 0.31 5.65 1.77
1.0 0.36 5.65 2.02
1.0 0.38 5.65 2.13
3.0 0.50 5.65 8.48
1.0 1.36 5.65 7.66
1.0 0.77 5.65 4.35
1.0 2.11 5.65 11.93
1.0 2.00 5.65 11.30
1.0 0.78 5.65 4.43
1.0 1.31 5.65 7.40
1.0 0.51 5.65 2.88
1.0 0.69 5.65 3.88
1.0 2.30 5.65 12.99
615.00
Sqm
First Floor
Drg Title :FIRST FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
150 hor wall at shaft 1.0 0.60 3.83 2.30
150 ver wall at shaft 1.0 0.45 3.83 1.72
115 ver wall at wc 6.0 1.50 3.83 34.46
115 Hor wall at wc 1.0 6.94 3.83 26.56
115 ded of door -6.0 0.75 2.40 -10.80
ledge wall 9.0 1.04 1.20 11.24
115 ver wall at toilet 1.0 0.80 3.83 3.06
115 ver wall at wc 3.0 1.50 3.83 17.23
115 hor wall at wc 1.0 3.47 3.83 13.28
115 ded of door -3.0 0.75 2.40 -5.40
115 ver wall at control room 1.0 0.67 5.45 3.65
wall at indian dance studio 1.0 3.22 3.83 12.31
1.0 0.52 3.83 1.99
1.0 9.51 3.83 36.39
1.0 6.00 3.83 22.97
1.0 1.28 3.83 4.89
1.0 4.93 3.83 18.87
194.73
Sqm
3.3 Rubble Masonry
3.3.1 Both side finish
Page 63 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
ver wall at Mini Auditorium 1.0 12.99 0.38 2.20 0.00
ded of column -3.0 0.60 0.30 2.20 0.00
Hor wall at terrace 1.0 2.63 0.38 7.14 0.00
ver wall at terrace 1.0 2.08 0.38 7.14 0.00
ded of column -1.0 0.23 0.60 7.14 0.00
Hor wall at terrace 1.0 2.95 0.38 7.14 0.00
Inclined wall at terrace 1.0 1.81 0.38 7.14 0.00
Inclined wall at washing area to entry at band floor 1.0 7.47 0.45 7.14 24.00
ded of column -1.0 0.60 0.30 7.14 -1.29
ded of window W1 -1.0 2.32 0.38 2.25 -1.98
ded of window W2 -1.0 3.00 0.38 2.25 -2.57
-1.0 2.53 0.38 2.15 0.00
Inclined wall at verandah 1.0 8.59 0.46 3.35 0.00
ded of column -2.0 0.60 0.30 3.35 0.00
ded of opening -2.0 3.01 0.38 2.40 0.00
Inclined wall at toilet 1.0 3.75 0.29 3.35 0.00
ded of door -1.0 1.05 0.29 2.40 0.00
ded of column -1.0 0.60 0.14 3.35 0.00
inclined wall at TFA room 1.0 6.43 0.38 3.35 0.00
ded of window -1.0 3.00 0.38 2.15 0.00
ded of column -1.0 0.60 0.23 3.35 0.00
wall at lift 1.0 2.99 0.28 3.35 0.00
inclined wall at staircase 1.0 5.69 0.58 3.35 0.00
ded of window -1.0 4.94 0.58 2.15 0.00
Inclined wall at corridor 1.0 19.69 0.38 3.35 0.00
ded of column -4.0 0.60 0.30 3.35 0.00
curve wall at orchastra pit 1.0 26.18 0.38 2.00 0.00
wall at orchastra pit 1.0 11.30 p-area 2.00 0.00
Inclined wall at band store & washing area 1.0 11.30 0.38 4.60 0.00
ded of column -1.0 0.60 0.23 4.60 0.00
Inclined wall at washing area 1.0 1.50 0.38 4.60 2.62
ded of door -1.0 1.05 0.38 2.40 -0.96
Inclined wall at band store 1.0 1.50 0.38 4.60 2.62
ded of door -1.0 1.05 0.38 2.40 -0.96
Inclined wall at band room 1.0 10.57 0.38 4.60 18.47
ded of door AD2 -1.0 1.50 0.38 2.40 -1.37
ded of window W5 -1.0 2.67 0.38 2.25 -2.28
1.0 2.74 0.15 3.35 1.38
1.0 3.23 0.15 3.35 1.62
1.0 10.84 0.15 3.35 5.45
Page 64 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1.0 2.73 0.38 3.35 3.48
ded door -1.0 1.00 0.38 2.40 -0.91
inclined wall at verandah to staircase 1.0 29.66 0.38 3.35 37.75
ded opening -2.0 3.01 0.38 3.35 -7.67
ded window -1.0 1.61 0.38 2.25 -1.38
ded of L1 -1.0 3.00 0.38 2.75 -3.14
ded of RCC wall -1.0 3.00 0.30 3.35 -3.02
ded of window W4 -1.0 4.94 0.38 2.25 -4.22
ded of column -1.0 0.60 0.23 3.35 -0.46
Inclined wall at Staircase 1.0 6.82 0.23 3.35 5.26
ded of door -1.0 1.50 0.23 2.40 -0.83
ded of single side finish -1.0 25.29 qty. -25.29
44.34
Cum
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
wall at western vocal studio to staircase 1.0 24.61 p-area 8.50 209.17
ded of window W10 & W10a -3.0 2.10 0.83 8.50 -44.45
ded of opening -1.0 4.73 0.60 8.50 -24.12
ded of window -1.0 3.12 0.56 4.85 0.00
ded of RCC wall -1.0 15.50 0.38 8.50 -50.07
-1.0 0.48 0.05 8.50 -0.20
wall at indian vocal studio 1.0 5.53 p-area 5.65 31.27
ded of window W12 -1.0 3.24 0.38 4.88 -6.00
ded of cutout -1.0 0.45 0.50 5.65 -1.28
wall at performance courtyard 1.0 4.69 p-area 5.65 26.48
ded of column -1.0 0.30 0.60 5.65 -1.02
inclined wall at staircase 1.0 7.99 0.38 5.65 17.15
ded of door D4 -1.0 1.00 0.38 2.40 -0.91
inclined wall at toilet 1.0 0.99 p-area 5.65 5.57
ded of column -2.0 0.60 0.15 5.65 -1.02
ded of door D1 -1.0 1.00 0.15 2.40 -0.36
wall at western vocal studio to staircase 1.0 21.65 p-area 5.65 122.34
ded of door AD1 -1.0 1.00 0.38 2.40 -0.91
ded of column -1.0 0.60 0.30 5.65 -1.02
ded of opening -1.0 2.01 0.38 5.65 -4.32
-1.0 1.85 0.58 5.65 -6.06
ded of door -1.0 1.50 0.38 2.40 -1.37
ded of RCC Wall -1.0 2.61 0.38 5.65 -5.60
Hor wall at Experimental theater 1.0 10.89 0.38 5.65 0.00
ded of column -2.0 0.60 0.23 5.65 0.00
ded of window -1.0 2.72 0.38 2.15 0.00
ver wall at drinking water area 1.0 1.17 0.12 5.65 0.76
ver wall at drinking water area 1.0 0.60 0.15 5.65 0.51
Page 65 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Hor wall at art gallery 4.0 0.60 0.15 5.65 2.03
wall at verandah 1.0 15.06 p-area 5.65 85.11
ded of door -1.0 1.28 0.38 2.40 -1.16
ded of column -5.0 0.60 0.30 5.65 -5.09
ded of window W19 -2.0 1.87 0.38 2.65 -3.76
ded of door -1.0 1.00 0.38 2.40 -0.91
ded of window W20 -1.0 1.87 0.38 1.68 -1.19
ded of opening -1.0 1.87 0.60 5.65 -6.32
Hor wall at AHU room 1.0 2.48 0.38 5.65 0.00
ver wall at green room 1.0 1.93 0.38 5.65 4.14
ded of column -1.0 0.60 0.23 5.65 -0.78
Hor wall at Green room 1.0 3.09 0.38 5.65 6.63
Inclined wall at passage 1.0 18.00 0.53 8.35 79.66
ded of window W -2.0 0.79 0.38 5.32 0.00
ded of window W9 -4.0 2.87 0.38 6.50 -28.36
wall at green room, toilet, staircase, verandah 1.0 50.26 p-area 5.65 283.97
ded of window -4.0 3.00 0.38 2.15 0.00
ded of window W7 -1.0 1.62 0.38 2.63 -1.61
ded of window W8 -1.0 1.62 0.38 2.63 -1.61
ded of L2 -1.0 3.00 0.38 4.20 -4.79
ded of window W4 -1.0 4.94 0.38 2.25 -4.22
ded of opening -7.0 4.12 0.38 4.40 -48.16
-2.0 3.74 0.38 4.40 -12.49
-1.0 4.42 0.38 4.40 -7.39
ded of window W16 -1.0 4.23 0.48 3.26 -6.61
ded of column -11.0 0.60 0.30 5.65 -11.19
ded of RCC wall -1.0 4.51 p-area 5.65 -25.48
curve wall at auditorium 1.0 40.75 0.38 2.40 0.00
ded of column -9.0 0.60 0.30 2.40 0.00
curve wall at verandah 1.0 20.51 p-area 5.65 115.90
ded of window W14 -5.0 1.08 0.38 1.50 -3.06
ded of door AD1 -6.0 1.00 0.38 2.40 -5.47
ded of door D4 -1.0 1.00 0.38 2.40 -0.91
ded of column -10.0 0.60 0.30 5.65 -10.17
ded of window W15 -5.0 2.06 0.38 1.50 -5.87
-1.0 2.09 0.38 2.15 0.00
-1.0 2.05 0.38 2.15 0.00
-1.0 1.77 0.38 2.15 0.00
-1.0 1.64 0.38 2.15 0.00
ded of door D3 -1.0 1.50 0.38 2.40 -1.37
ded of window -1.0 1.36 0.38 2.15 0.00
-1.0 1.72 0.38 2.15 0.00
-2.0 2.08 0.38 2.15 0.00
-1.0 4.18 0.38 2.15 0.00
Inclined wall at computer room & indian vocal studio 1.0 10.41 0.23 5.65 13.53
ded of door -1.0 4.52 0.23 2.40 -2.50
ded of column -1.0 0.60 0.23 5.65 -0.78
ded of window -2.0 1.89 0.23 1.50 -1.30
ded of window -1.0 2.19 0.23 2.15 0.00
inclined wall at courtyard 1.0 10.53 0.23 5.65 13.68
ded of window -1.0 3.00 0.23 2.15 -1.48
ded of column -2.0 0.60 0.23 5.65 -1.56
Page 66 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
wall at staircase 1.0 2.13 0.38 5.65 4.57
ded of column -1.0 0.30 0.23 5.65 -0.39
ded of door -1.0 1.50 0.38 2.40 -1.37
Inclined wall at toilet 2.0 2.44 0.38 5.65 10.46
ded of single side finish -1.0 438.56 qty. -438.56
238.31
Cum
First Floor
Drg Title :FIRST FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
wall at indian dance studio & teachers room 1.0 26.56 p-area 8.50 225.78
ded of window -2.0 4.43 0.45 8.50 -33.89
ded of opening -1.0 2.01 0.45 -8.50 7.69
ded of window -1.0 1.28 0.38 3.13 -1.53
-1.0 2.01 0.38 3.13 -2.39
-1.0 1.61 0.38 3.13 -1.92
-5.0 1.78 0.38 3.13 -10.57
ded of column -5.0 0.30 0.60 8.50 -7.65
wall at store 1.0 2.19 0.38 7.30 6.08
ded of door -1.0 1.00 0.38 2.40 -0.91
wall at teachers room & toilet to staircase 1.0 24.06 p-area 8.50 204.51
ded of column -1.0 0.30 0.60 8.50 -1.53
ded of window -1.0 3.24 0.38 2.58 -3.17
ded opening -1.0 4.73 0.60 2.95 -8.37
ded of window -1.0 4.43 0.36 8.50 -13.52
ded of window -1.0 3.12 0.36 3.23 -3.61
wall at staircase 1.0 4.42 p-area 7.30 32.27
ded of column -2.0 0.30 0.60 7.30 -2.63
ded of door -1.0 1.00 0.38 2.40 -0.91
ded of door -1.0 1.00 0.38 2.40 -0.92
wall at corridor 1.0 3.25 p-area 7.30 23.73
2.0 0.60 0.15 7.30 1.31
wall at corridor 1.0 7.27 0.38 7.30 20.17
ded of column -1.0 0.60 0.30 7.30 -1.31
ded of opening -1.0 1.89 0.38 7.30 -5.24
ded of door -1.0 1.00 0.38 2.40 -0.91
Hor wall at western dance studio 1.0 10.14 0.38 5.20 20.03
ded of column -2.0 0.60 0.23 5.20 -1.44
ded of window -1.0 3.00 0.38 1.20 -1.37
hor wall near corridor 7.0 0.60 0.15 3.40 2.14
3.0 0.60 0.15 7.30 1.97
1.0 1.20 0.15 7.30 1.31
at watercooler 1.0 1.84 0.38 7.30 5.10
1.0 1.84 0.38 7.30 5.10
Page 67 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
wall at verandah 1.0 19.51 p-area 5.45 106.32
ded of window -1.0 1.28 0.38 2.42 -1.17
-7.0 1.87 0.38 2.42 -12.00
-1.0 1.87 0.60 4.30 -4.81
ded of door -1.0 1.00 0.39 2.40 -0.92
ded of column -3.0 0.30 0.60 5.45 -2.94
ded of door -1.0 1.50 0.38 2.40 -1.37
wall at ST-02 1.0 6.88 p-area 5.45 37.50
ded of column -1.0 0.30 0.60 5.45 -0.98
ded of window -1.0 4.23 0.48 3.26 -6.61
wall at verandah 1.0 26.36 p-area 4.97 130.91
ded of opening -1.0 4.59 0.38 4.46 -7.78
-6.0 3.99 0.38 4.46 -40.57
-2.0 3.60 0.38 4.46 -12.22
-1.0 4.29 0.38 4.46 -7.28
ded of column -5.0 0.30 0.60 4.97 -4.47
wall at projection room 1.0 3.00 p-area 6.10 18.30
ded of column -2.0 0.30 0.60 6.10 -2.20
ded of door -1.0 1.20 0.23 2.40 -0.66
wall at auditorium 1.0 22.20 p-area 5.45 121.00
ded of door -6.0 1.50 0.38 2.40 -8.21
ded of column -9.0 0.30 0.60 5.45 -8.83
ded of window -4.0 1.52 0.37 4.15 -9.31
-1.0 3.30 0.37 3.00 -3.66
wall at courtyard 1.0 8.96 p-area 5.45 48.83
ded of brick wall -1.0 4.90 qty. -4.90
ded of column -3.0 0.30 0.60 5.45 -2.94
ded of opening -1.0 1.77 0.38 4.31 -2.89
-4.0 1.87 0.38 4.31 -12.22
-1.0 1.92 0.38 4.31 -3.14
wall at auditorium 1.0 9.64 p-area 6.50 62.63
ded of window -4.0 2.81 0.38 6.00 -25.63
-2.0 2.50 0.38 2.15 0.00
-2.0 2.56 0.38 2.15 0.00
ded of column -5.0 0.60 0.30 6.50 -5.85
wall at Store to staircase 1.0 16.30 p-area 6.50 105.92
ded of window -2.0 1.62 0.38 1.88 -2.30
-1.0 3.00 0.38 1.88 -2.14
-1.0 4.94 0.38 2.25 -4.22
ded of door -1.0 1.50 0.38 2.40 -1.37
wall at auditorium 1.0 10.51 0.23 5.45 13.17
ded of column -1.0 0.60 0.23 5.45 -0.75
wall at auditorium 1.0 9.13 0.23 5.45 11.45
ded of window -1.0 0.45 0.23 2.15 -0.22
ded of column -2.0 0.60 0.23 5.45 -1.50
ded of opening -1.0 2.00 0.23 5.45 -2.51
ded of single side finish -1.0 219.19 qty. -219.19
681.67
Sqm
Page 68 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Entry level
wall at Staircase 1.0 12.58 p-area 2.80 0.00
ded of window W21 -1.0 3.12 0.38 3.26 0.00
ded of door MD1 -1.0 1.50 0.38 2.40 0.00
wall at lobby 6.0 0.90 0.53 2.80 0.00
1.0 2.25 0.38 2.80 2.39
ded of door -1.0 1.50 0.38 2.40 -1.37
wall at lobby & Staircase 1.0 11.27 p-area 2.80 31.56
ded of window W16 -1.0 4.23 0.38 3.26 -5.23
wall at staircase 1.0 10.33 p-area 2.80 28.91
ded of window W4 -1.0 4.94 0.38 2.25 -4.22
ded of door MD1 -1.0 1.50 0.38 2.40 -1.37
ded of single side finish -1.0 2.05 qty. -2.05
48.61
Cum
3.3.2 Single side finish
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
1.0 2.74 0.15 3.35 0.00
1.0 3.23 0.15 3.35 0.00
1.0 10.84 0.15 3.35 5.45
1.0 2.73 0.38 3.35 3.48
ded door -1.0 1.00 0.38 2.40 -0.91
Inclined wall at band room 1.0 10.57 0.38 4.60 18.47
ded of door AD2 -1.0 1.50 0.38 2.40 -1.37
ded of window W5 -1.0 2.67 0.38 2.25 -2.28
1.0 2.63 0.28 3.35 2.46
25.29
Cum
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
1.0 26.13 p-area 8.50 222.07
ded of window -1.0 4.15 0.40 4.88 -8.08
ded of window W10 & W10a -2.0 2.10 0.83 8.50 -29.63
ded of window W12 -1.0 3.24 0.38 4.88 -6.00
ded of window -2.0 1.89 0.38 4.88 -7.00
1.0 7.08 p-area 8.50 60.20
ded of window W10 & W10a -1.0 2.10 0.83 8.50 -14.82
inclined wall at staircase 1.0 7.99 0.38 5.65 17.15
ded of door D4 -1.0 1.00 0.38 2.40 -0.91
Page 69 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1.0 4.31 p-area 5.65 24.35
1.0 6.21 p-area 5.65 35.06
ded of door -1.0 1.50 0.38 2.40 -1.37
1.0 8.30 0.38 5.65 17.83
ded of door -1.0 1.50 0.38 2.40 -1.37
ded of window W20 -1.0 1.87 0.38 1.68 0.00
-1.0 0.60 0.30 5.65 -1.02
1.0 5.25 p-area 5.65 29.63
ded of door -1.0 1.50 0.38 2.40 -1.37
curve wall at verandah 1.0 20.51 p-area 5.65 115.90
ded of window W14 -5.0 1.08 0.38 1.50 -3.06
ded of door AD1 -6.0 1.00 0.38 2.40 -5.47
ded of door D4 -1.0 1.00 0.38 2.40 -0.91
ded of column -10.0 0.60 0.30 5.65 -10.17
ded of window W15 -5.0 2.06 0.38 1.50 -5.87
-1.0 2.09 0.38 2.15 0.00
-1.0 2.05 0.38 2.15 0.00
-1.0 1.77 0.38 2.15 0.00
-1.0 1.64 0.38 2.15 0.00
ded of door D3 -1.0 1.50 0.38 2.40 -1.37
ded of window -1.0 1.36 0.38 2.15 0.00
-1.0 1.72 0.38 2.15 0.00
-2.0 2.08 0.38 2.15 0.00
-1.0 4.18 0.38 2.15 0.00
inclined wall at courtyard 1.0 10.53 0.23 5.65 13.68
ded of window -1.0 3.00 0.23 2.15 -1.48
ded of column -2.0 0.60 0.23 5.65 -1.56
1.0 2.63 0.28 5.65 4.14
438.56
Cum
First Floor
Drg Title :FIRST FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
1.0 13.34 p-area 8.50 113.40
ded of window -1.0 4.43 0.45 8.50 -16.94
-1.0 2.01 0.38 3.13 -2.39
1.0 4.61 p-area 7.30 33.65
ded of column -1.0 0.30 0.38 7.30 -0.83
ded of door -1.0 1.00 0.38 2.40 -0.91
1.0 13.38 p-area 5.20 69.60
ded of window -1.0 3.00 0.38 1.20 -1.37
ded of door -2.0 1.00 0.38 2.40 -1.82
1.0 3.67 0.38 5.45 7.59
ded of column -1.0 0.60 0.30 5.45 -0.98
wall at projection room 1.0 3.00 p-area 6.10 18.30
ded of column -2.0 0.30 0.60 6.10 -2.20
Page 70 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
ded of door -1.0 1.20 0.23 2.40 -0.66
1.0 2.63 0.28 6.50 4.77
219.19
Cum
Entry level
1.0 2.63 0.28 2.80 2.05
2.05
Cum
4 Plaster Work
4.1 Internal Brick wall plaster
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Inclined wall at shaft 1.0 5.60 2.80 0.00
ded of door SD1 -4.0 0.60 1.50 0.00
Inclined wall at shaft 5.0 0.75 2.80 0.00
inclined wall at service room 1.0 9.44 2.80 0.00
ded of door D4 -1.0 1.00 2.40 0.00
inclined wall at HVAC plant room 1.0 1.81 2.80 5.05
ded of door -1.0 1.50 2.40 -3.60
inclined wall at HVAC plant room 1.0 9.68 2.80 27.09
1.0 1.82 2.80 5.08
1.0 4.05 2.80 11.33
ded of door -1.0 2.51 2.40 -6.02
inclined wall at washing area 1.0 3.34 7.14 0.00
inclined wall at washing area & band store 1.0 10.56 7.14 75.46
ded of door D2 -2.0 0.75 2.40 -3.60
inclined wall at store 1.0 1.74 4.60 8.01
inclined wall at store 1.0 4.62 4.60 21.27
Inclined wall at Toilet 1.0 4.61 3.35 15.43
1.0 3.90 3.35 0.00
ded of door D5 -1.0 1.00 2.40 -2.40
Inclined wall at TFA room 1.0 4.61 3.35 15.44
ded of door -1.0 1.00 1.50 -1.50
Inclined wall at TFA room 1.0 6.42 3.35 21.52
ded of door -1.0 1.50 2.40 -3.60
Inclined wall at TFA room 1.0 4.30 3.35 14.41
ded of door -4.0 0.60 1.50 -3.60
Inclined wall at shaft 3.0 0.90 3.35 9.05
115mm thick Brick wall
Inclined wall at toilet 1.0 4.04 3.35 13.53
Inclined wall at toilet 1.0 1.80 3.35 6.03
Inclined wall at toilet 2.0 2.10 3.35 14.07
ded of door -1.0 0.75 2.40 -1.80
Page 71 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Inclined wall at toilet 1.0 1.92 3.35 6.42
ded of door -2.0 0.75 2.40 -3.60
Inclined wall at toilet 1.0 0.90 3.35 3.01
Inclined wall at shaft 1.0 1.50 3.35 5.03
Inclined wall at toilet (ledge wall) 1.0 2.98 1.20 3.57
130 inclined wall at service room 2.0 13.12 2.80 0.00
ded of door AD1 -1.0 1.00 2.40 0.00
130 inclined wall at service room 1.0 9.79 2.80 0.00
1.0 2.69 2.80 0.00
1.0 1.15 2.80 0.00
130 wall at band room 1.0 0.36 4.60 1.67
1.0 1.37 4.60 6.31
1.0 3.49 4.60 16.04
qty. same as other side wall 1.0 275.08 qty. 275.08
550.17
Sqm
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Inclined wall at western vocal 1.0 9.70 5.65 54.78
ded of door -1.0 1.00 2.40 -2.40
ver wall at computer room 1.0 4.61 5.65 26.05
ded of door -1.0 1.00 2.40 -2.40
Hor wall at shaft 1.0 5.37 5.65 30.34
ded of door SD1 -4.0 0.60 1.50 -3.60
ver wall at shaft 4.0 0.90 5.65 20.34
inclined wall at Indian vocal studio 1.0 9.78 5.65 55.26
ded of door -1.0 1.00 2.40 -2.40
Inclined wall at toilet 1.0 7.19 5.65 40.62
ver wall at shaft 1.0 1.43 5.65 8.08
ver wall at shaft 1.0 3.25 5.65 18.36
ded of door SD1 -1.0 0.60 1.50 -0.90
hor wall at shaft 2.0 1.00 5.65 11.30
Inclined wall at toilet 1.0 3.14 5.65 0.00
Inclined wall at toilet 2.0 2.44 5.65 0.00
Inclined wall at toilet 2.0 1.66 5.65 18.76
ded of door -2.0 1.00 2.40 -4.80
Inclined wall at toilet 2.0 1.28 5.65 0.00
Inclined wall at toilet 1.0 9.78 5.65 55.26
Inclined wall at toilet 2.0 2.33 5.65 26.37
ded of door -1.0 1.00 2.40 -2.40
Inclined wall at staircase 1.0 7.69 5.65 0.00
ded of door -1.0 1.05 2.40 0.00
Page 72 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Inclined wall at computer room & indian vocal studio 1.0 10.41 5.65 0.00
ded of door -1.0 4.52 2.40 0.00
ded of column -1.0 0.60 5.65 0.00
ded of window -1.0 1.89 2.15 0.00
ded of window -1.0 2.19 2.15 0.00
Hor wall at Recording room 1.0 6.70 4.26 28.53
ver wall at Recording room 1.0 1.96 4.26 8.35
Hor wall at Mini Auditorium 1.0 5.02 4.26 21.34
ded of column -2.0 0.60 4.26 0.00
ded of window -1.0 2.36 1.50 -3.53
ded of door -1.0 1.00 2.40 -2.40
Hor wall at Mini Auditorium 1.0 12.43 6.72 83.53
ded of column -2.0 0.60 6.72 -8.06
ver wall at store 1.0 1.22 5.65 6.91
ded of door -1.0 1.00 2.40 -2.40
Hor wall at store 1.0 3.73 5.65 21.07
Hor wall at Art gallery 1.0 3.37 5.65 19.03
ver wall at Art gallery 1.0 1.16 5.65 6.54
ver wall at Art gallery 1.0 1.00 2.40 2.40
ver wall at Art gallery 1.0 1.22 5.65 6.92
ded of door -1.0 1.00 2.40 -2.40
Hor wall at Art gallery 1.0 3.53 5.65 19.94
Hor wall at Art gallery 1.0 0.75 5.65 4.23
Hor wall at experimental theater 1.0 9.59 5.65 54.17
ded of column -1.0 0.60 5.65 -3.39
ver wall at AHU room 1.0 1.63 5.65 0.00
Hor wall at AHU room 1.0 2.54 5.65 0.00
ded of door -1.0 1.00 2.40 0.00
Hor wall at court yard 1.0 3.50 5.65 19.77
ded of opening -1.0 2.07 5.65 -11.71
ver wall at courtyard 1.0 10.46 5.65 59.09
ded of opening -4.0 1.87 5.65 -42.15
ded of column -1.0 0.60 5.65 -3.39
Hor wall at court yard 1.0 5.17 5.65 29.23
ded of opening -2.0 1.77 5.65 -19.96
inclined wall at courtyard & pre function area 1.0 4.32 5.65 24.42
ded of window -1.0 3.00 2.15 0.00
ded of column -2.0 0.60 5.65 0.00
Hor wall at VIP lounge 1.0 6.08 5.65 34.33
ded of door -1.0 2.20 2.40 -5.28
-1.0 1.00 2.40 -2.40
ver wall at VIP lounge to green room 1.0 10.69 5.65 60.42
ded of window W20 -1.0 1.87 1.68 -3.13
ded of door -1.0 1.00 2.40 -2.40
ded of column -1.0 0.60 5.65 -3.39
ver wall at VIP Lounge 1.0 3.47 5.65 19.60
ded of door -1.0 0.75 2.40 -1.80
Page 73 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Hor wall at toilet 1.0 2.40 5.65 13.54
1.0 1.52 5.65 8.58
1.0 5.18 5.65 29.27
1.0 5.91 5.65 33.41
ded of door -1.0 1.00 2.40 -2.40
inclined wall at shaft 1.0 6.47 5.65 36.57
ded of column -1.0 0.60 5.65 -3.39
ded of opening -1.0 0.68 5.65 -3.82
ver wall at shaft 1.0 1.70 5.65 9.59
ded of door -1.0 0.60 1.50 -0.90
inclined wall at shaft 1.0 1.02 5.65 5.74
inclined wall at green room 1.0 5.96 5.65 33.69
ded of door -1.0 1.50 2.40 -3.60
inclined wall at stage area 1.0 1.80 5.65 10.17
ver wall at band dept. 1.0 7.73 4.03 31.12
ver wall at band dept. 1.0 1.64 4.03 6.58
ded of door -1.0 1.00 2.40 -2.40
hor wall at band Dept. 1.0 1.50 4.03 6.04
ver wall at drums room 1.0 1.64 4.03 6.58
ded of door -1.0 1.00 2.40 -2.40
hor wall at band Dept. 1.0 1.50 4.03 6.04
ver wall at percussion indian dept. 1.0 7.80 4.03 31.40
ver wall at percussion indian dept. 2.0 1.63 4.03 13.11
ded of door -2.0 1.00 2.40 -4.80
Hor wall at percussion indian dept. 2.0 1.50 4.03 12.08
ver wall at percussion indian dept. 1.0 7.73 4.03 31.11
inclined wall at practice room 2.0 7.80 4.03 62.79
inclined wall at practice room 1.0 3.22 3.19 10.28
inclined wall at practice room 2.0 5.92 4.03 47.68
ded of door -8.0 1.00 2.40 -19.20
inclined wall at piano/keyboard western dept. 1.0 7.72 4.03 31.08
inclined wall at piano/keyboard western dept. 1.0 1.53 4.03 6.15
1.0 1.47 4.03 5.93
inclined wall at piano/keyboard western dept. 2.0 1.63 4.03 13.12
ded of door -2.0 1.00 2.40 -4.80
inclined wall at store 1.0 7.73 4.03 31.11
inclined wall at corridor 1.0 15.11 5.65 85.39
ded of column -4.0 0.60 5.65 -13.56
inclined wall at corridor 1.0 2.20 5.65 12.43
ded of door -1.0 2.20 2.40 -5.28
inclined wall at corridor 1.0 1.23 5.65 6.93
ded of column -1.0 0.60 5.65 0.00
inclined wall at corridor & green room 1.0 5.13 5.65 28.98
inclined wall at store 1.0 2.10 5.65 11.87
inclined wall at store 1.0 5.79 5.65 32.71
ded of column -1.0 0.60 5.65 -3.39
Page 74 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
inclined wall at store 1.0 1.21 5.65 6.85
inclined wall at pre stage area 1.0 1.73 5.65 9.77
inclined wall at pre stage area 1.0 5.66 5.65 31.96
ded of door -1.0 1.50 2.40 -3.60
inclined wall at green room 1.0 1.10 5.65 6.22
ded of door -1.0 0.75 2.40 -1.80
inclined wall at green room 1.0 4.52 5.65 25.52
inclined wall at green room 1.0 1.20 5.65 6.78
ded of door -1.0 1.00 2.40 -2.40
inclined wall at toilet 1.0 4.38 5.65 24.75
ded of door -1.0 1.05 2.40 -2.52
inclined wall at toilet 1.0 3.40 5.65 19.21
inclined wall at toilet 1.0 4.16 5.65 23.50
ded of door -1.0 1.00 1.50 -1.50
inclined wall at electrical room 1.0 6.56 5.65 37.06
ded of door -1.0 1.50 2.40 -3.60
inclined wall at electrical room 1.0 4.30 5.65 24.30
ded of door -4.0 0.60 1.50 -3.60
inclined wall at shaft 3.0 0.90 5.65 15.26
inclined wall at staircase 1.0 1.83 5.65 0.00
ded of door -1.0 1.50 2.40 0.00
outer wall at staircase & Ramp 1.0 15.11 1.00 15.11
1.0 6.42 1.00 6.42
1.0 3.23 1.00 3.23
1.0 1.72 1.00 1.72
1.0 2.85 1.00 2.85
1.0 7.31 1.00 7.31
1.0 1.06 1.00 1.06
1.0 7.69 1.00 7.69
1.0 4.15 1.00 4.15
1.0 10.99 1.00 10.99
1.0 6.51 1.00 6.51
1.0 6.49 1.00 6.49
1.0 4.71 1.00 4.71
1.0 6.72 1.00 6.72
1.0 2.42 1.00 2.42
1.0 6.45 1.00 6.45
1.0 10.54 1.00 10.54
1.0 30.48 1.00 30.48
1.0 28.41 1.00 28.41
1.0 2.18 1.00 2.18
wall at shaft near green room 1.0 0.68 5.65 3.84
1.0 0.37 5.65 2.09
115mm thick Brick wall
Inclined wall at toilet 6.0 1.50 5.65 50.85
Inclined wall at toilet 1.0 6.94 5.65 39.19
ded of door -6.0 0.75 2.40 -10.80
Inclined wall at toilet 3.0 1.50 5.65 25.43
Inclined wall at toilet 1.0 3.47 5.65 19.59
ded of door -3.0 0.75 2.40 -5.40
Page 75 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
150 Inclined wall at toilet 1.0 0.95 5.65 5.37
ver wall at toilet 1.0 0.73 5.65 4.12
Hor wall at toilet 1.0 2.65 5.65 14.95
ver wall at toilet 1.0 2.76 5.65 15.59
ded of door -2.0 0.75 2.40 -3.60
Hor wall at toilet 1.0 1.66 5.65 9.36
ver wall at toilet 1.0 2.76 5.65 15.59
Hor wall at green room 1.0 1.00 5.65 5.65
130 curve wall at practice room 2.0 3.68 2.40 17.64
130 inclined wall at practice room 2.0 1.83 3.19 11.70
130 inclined wall at practice room 4.0 2.28 3.19 29.16
130 inclined wall at practice room 4.0 2.46 4.03 39.59
130 inclined wall at practice room 4.0 2.64 4.03 42.42
inclined wall at toilet 3.0 1.50 5.65 25.43
inclined wall at toilet 1.0 3.53 5.65 19.94
ded of door -3.0 0.75 2.40 -5.40
wall at shaft near courtyard 1.0 0.28 5.65 1.59
1.0 0.43 5.65 2.44
wall at studio room 1.0 3.22 5.65 18.16
1.0 0.52 5.65 2.94
1.0 2.34 5.65 13.23
1.0 2.81 5.65 15.90
1.0 5.74 5.65 32.42
indian vocal studio 1.0 1.06 5.65 5.97
1.0 3.15 5.65 17.78
1.0 2.58 5.65 14.57
1.0 0.35 5.65 1.97
1.0 0.57 5.65 3.19
ledge wall 9.0 1.04 1.20 11.24
wall at jazz band to store 1.0 1.82 5.65 10.29
1.0 2.78 5.65 15.69
1.0 0.31 5.65 1.77
1.0 0.36 5.65 2.02
1.0 0.38 5.65 2.13
3.0 0.50 5.65 8.48
1.0 1.36 5.65 7.66
1.0 0.77 5.65 4.35
1.0 2.11 5.65 11.93
1.0 2.00 5.65 11.30
1.0 0.78 5.65 4.43
1.0 1.31 5.65 7.40
1.0 0.51 5.65 2.88
1.0 0.69 5.65 3.88
1.0 2.30 5.65 12.99
qty. same as other side wall 1.0 2398.30 qty. 2398.30
4796.60
Sqm
First Floor
Drg Title :FIRST FLOOR PLAN
Page 76 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Drg No : not given
Drg Date : 17-12-2020Rev - R0
Hor wall at teachers room 1.0 8.07 3.83 30.90
Hor wall at indian dance studio 1.0 7.00 3.83 26.80
ded of door -1.0 1.00 2.40 -2.40
ded of door -4.0 0.60 1.50 -3.60
wall at shaft 4.0 0.90 3.83 13.77
ver wall at store 1.0 7.31 3.83 0.00
ded of door -1.0 1.05 2.40 0.00
ded of column -1.0 0.60 3.83 0.00
ver wall at teachers room 1.0 2.27 3.83 0.00
ded of door -2.0 1.05 2.40 0.00
Hor wall at store & teachers toilet 1.0 2.62 3.83 10.03
ver wall at teachers toilet 1.0 2.27 3.83 0.00
ver wall at teachers room 1.0 3.40 3.83 13.03
1.0 1.22 3.83 4.67
1.0 4.07 3.83 15.58
ded of door -2.0 1.00 2.40 -4.80
ver wall at toilet 1.0 3.25 3.83 12.44
ded of door -1.0 0.60 1.50 -0.90
Hor wall at toilet 1.0 7.19 3.83 27.53
ded of door -2.0 1.05 2.40 0.00
ver wall at toilet 2.0 1.28 3.83 0.00
Hor wall at toilet 1.0 6.28 3.83 0.00
Hor wall at toilet 1.0 3.14 3.83 0.00
Hor wall at shaft 2.0 1.23 3.83 9.42
ver wall at shaft 1.0 0.97 3.83 3.71
Hor wall at store & toilet 1.0 9.78 3.83 37.45
ver wall at toilet 1.0 2.33 3.83 8.94
ded of door -1.0 1.00 2.40 -2.40
Hor wall at toilet 1.0 2.31 3.83 0.00
ver wall at corridor 1.0 0.60 7.30 4.38
ver wall at corridor 1.0 3.07 7.30 0.00
ded of column -1.0 0.60 7.30 0.00
ver wall at western dance studio 1.0 2.00 7.30 0.00
ded of door -1.0 1.00 2.40 0.00
Hor wall at western dance studio 1.0 1.73 3.40 5.88
ver wall at western dance studio 1.0 1.99 3.40 6.76
ded of door -1.0 1.05 2.40 -2.52
Hor wall at corridor 1.0 11.93 3.40 40.57
ded of column -2.0 0.30 3.40 -2.04
inclined wall near water cooler area 1.0 1.94 1.37 0.00
ver wall near water cooler area 1.0 1.67 1.37 0.00
hor wall at pantry 1.0 8.70 1.37 11.96
ver wall at store 1.0 2.71 2.40 6.49
Hor wall at store 1.0 3.31 2.40 7.94
Page 77 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
ded of door -1.0 1.00 2.40 -2.40
Hor wall at store 1.0 3.53 2.40 8.46
Hor wall at Lobby 1.0 1.30 5.45 7.06
1.0 0.22 5.45 1.20
3.0 0.60 5.45 9.81
1.0 0.30 5.45 1.64
1.0 0.29 5.45 1.59
wall at auditorium 1.0 10.51 5.45 0.00
ded of column -1.0 0.60 5.45 0.00
wall at auditorium 1.0 14.40 5.45 0.00
ded of window -2.0 0.45 2.15 0.00
ded of column -3.0 0.60 5.45 0.00
ded of opening -1.0 2.00 5.45 0.00
Hor wall at music balcony 1.0 2.85 5.45 15.55
ded of door -1.0 1.00 2.40 -2.40
ver wall at music balcony/control room 1.0 7.62 5.45 41.55
Hor wall at control room 2.0 3.87 5.45 42.15
ded of door -1.0 1.00 2.40 -2.40
Hor wall at control room 1.0 1.52 5.45 8.28
wall at AHU room 1.0 4.90 5.45 26.68
1.0 4.28 5.45 23.32
1.0 3.23 5.45 17.63
ded of door -1.0 1.50 2.40 -3.60
Hor wall at shaft 1.0 0.77 5.45 4.19
ver wall at shaft 1.0 1.81 5.45 9.85
ded of door -1.0 0.60 1.50 -0.90
inclined wall at shaft 1.0 1.68 5.45 9.15
inclined wall at shaft 1.0 0.40 5.45 2.19
1.0 2.10 5.45 11.45
inclined wall at resource center 1.0 4.68 5.45 25.52
inclined wall at store 1.0 4.31 5.45 23.50
inclined wall at store 1.0 1.96 5.45 10.68
inclined wall at store 1.0 2.23 5.45 12.15
inclined wall at store 1.0 2.89 5.45 15.75
ded of column -1.0 0.60 5.45 -3.27
inclined wall at control room 1.0 3.23 5.45 17.61
inclined wall at control room 1.0 0.91 5.45 4.94
inclined wall at control room 1.0 1.50 5.45 8.18
inclined wall at auditorium 1.0 18.86 5.45 102.81
ded of window -2.0 0.45 2.15 -1.94
ded of column -4.0 0.60 5.45 -13.08
ded of opening -1.0 2.00 5.45 -10.90
inclined wall at music balcony 1.0 3.00 5.45 16.35
ded of door -1.0 1.00 2.40 -2.40
inclined wall at control room & music balcony 1.0 5.15 5.45 28.08
inclined wall at shaft 1.0 1.35 5.45 7.36
1.0 0.35 5.45 1.89
1.0 0.72 5.45 3.90
Page 78 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
inclined wall at store 1.0 6.71 5.45 36.57
ded of door -2.0 1.05 2.40 -5.04
ded of door -1.0 0.60 1.50 -0.90
ded of column -1.0 0.30 5.45 -1.64
inclined wall at AHU room 1.0 2.33 5.45 12.68
1.0 2.86 5.45 15.59
1.0 4.27 5.45 23.26
ded of door -1.0 1.50 2.40 -3.60
inclined wall at shaft 1.0 4.30 5.45 23.44
3.0 0.90 5.45 14.72
ded of door -4.0 0.60 1.50 -3.60
115mm thick Brick wall
150 hor wall at shaft 1.0 0.60 3.83 2.30
150 ver wall at shaft 1.0 0.45 3.83 1.72
115 ver wall at wc 6.0 1.50 3.83 34.46
115 Hor wall at wc 1.0 6.94 3.83 26.56
115 ded of door -6.0 0.75 2.40 -10.80
ledge wall 9.0 1.04 1.20 11.24
115 ver wall at toilet 1.0 0.80 3.83 3.06
115 ver wall at wc 3.0 1.50 3.83 17.23
115 hor wall at wc 1.0 3.47 3.83 13.28
115 ded of door -3.0 0.75 2.40 -5.40
115 ver wall at control room 1.0 0.67 5.45 3.65
wall at indian dance studio 1.0 3.22 3.83 12.31
1.0 0.52 3.83 1.99
1.0 9.51 3.83 36.39
1.0 6.00 3.83 22.97
1.0 1.28 3.83 4.89
1.0 4.93 3.83 18.87
qty. same as other side wall 1.0 1062.93 qty. 1062.93
2125.85
Sqm
4.2 Ceiling Plaster
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Wash area 1.0 3.60 3.00 10.80
TFA Room 1.0 5.13 4.30 22.06
Band store 1.0 3.60 8.00 28.80
Band & PRACTICE VERANDAH + Corridor + store 1.0 117.27 P-area 117.27
Staircase 03
Midlanding 1.0 4.30 2.30 9.89
1st & 2nd Flight 2.0 3.09 2.03 12.54
service room 1.0 108.90 P-area 108.90
Page 79 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Band room 1.0 11.30 10.80 122.04
Store room 1.0 16.11 Area 16.11
F Toilet 1.0 8.64 Area 8.64
M Toilet 1.0 7.36 Area 7.36
464.41
Sqm
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
JAZZ & B & DEPT. 1.0 25.06 P-area 25.06
DRUMS ROOM WESTERN DEPT. 1.0 32.76 P-area 32.76
PERSUSSION INDIAN DEPT. 1.0 32.77 P-area 32.77
STRING & OTHER INSTRUMENTS INDIAN DEPT. 1.0 50.32 P-area 50.32
PRACTICE ROOMS 1.0 59.86 P-area 59.86
PIANO/ KEY BOARD WESTERN DEPT. 1.0 50.48 P-area 50.48
VIOLIN & GUITAR DEPT. 1.0 67.87 P-area 67.87
MINI- AUDITORIUM 1.0 95.05 P-area 95.05
RECORDING ROOM 1.0 12.25 P-area 12.25
STORE 1.0 4.40 P-area 4.40
WESTERN VOCAL STUDIO 1.0 70.44 P-area 70.44
INDIAN VOCAL STUDIO 1.0 61.25 P-area 61.25
Store room 1.0 8.06 P-area 8.06
Electrical & AHU room 1.0 5.35 4.30 23.01
Store room 1.0 25.60 P-area 25.60
EXPERIMENTAL THREATRE & STORE 1.0 174.47 P-area 174.47
Store room 1.0 7.60 2.30 17.48
AHU 1.0 2.54 1.40 3.55
Staircase 01
Midlanding 1.0 5.34 Area 5.34
1st & 2nd Flight 2.0 2.75 2.00 11.01
Staircase 02
Midlanding 1.0 4.00 Area 4.00
1.0 5.82 Area 5.82
1st & 3rd Flight 2.0 2.08 2.00 8.34
2nd & 4th Flight 2.0 0.75 2.00 3.00
Staircase 03
Floor landing 1.0 2.30 4.30 9.89
Midlanding 1.0 4.30 2.30 9.89
1st & 2nd Flight 2.0 3.09 2.03 12.54
Verandah 1.0 12.67 1.99 25.26
Landing area nr service room 1.0 23.06 P-area 23.06
1.0 1.99 1.62 3.23
1.0 27.28 P-area 27.28
Green room women 1.0 40.39 P-area 40.39
Green room men 1.0 35.48 P-area 35.48
Toilet women 1.0 14.30 P-area 14.30
Toilet men 1.0 12.95 P-area 12.95
VIP Lounge 1.0 3.30 3.40 11.22
VIP Toilet 1.0 4.05 P-area 4.05
Corridor 1.0 87.13 P-area 87.13
add area 1.0 4.61 1.79 8.25
LOWER PRE-FUNCTION 1.0 27.79 P-area 27.79
ART GALLERY 1.0 44.82 P-area 44.82
Page 80 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
COMPUTER 1.0 31.17 P-area 31.17
TOILETS WOMEN 1.0 32.28 P-area 32.28
TOILETS MEN 1.0 34.18 P-area 34.18
Verandah 1.0 302.06 P-area 302.06
Courtyard 1.0 46.80 P-area 46.80
Universal toilet 1.0 2.34 1.98 4.62
External stair landing 1.0 27.87 P-area 27.87
Midlanding 1.0 1.99 1.62 3.23
1.0 55.80 P-area 55.80
Verandah 1.0 12.67 2.02 25.59
Midlanding 1.0 1.71 1.80 3.07
1.0 201.70 P-area 201.70
1.0 1.93 1.80 3.47
1.0 61.41 P-area 61.41
1.0 34.81 P-area 34.81
Auditorium 1.0 700.54 Area 700.54
Stage + orchestra pit + passage area+ Pre stage area 1.0 280.70 Area 280.70
3098.99
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
WESTERN DANCE STUDIO 1.0 82.23 P-area 82.23
INDIAN DANCE STUDIO 1.0 109.71 P-area 109.71
Store 1.0 7.40 P-area 7.40
Store room 1.0 69.78 P-area 69.78
Store room 1.0 7.60 2.30 17.48
AHU Room 1.0 16.30 P-area 16.30
RESOURCE CENTER 1.0 110.14 P-area 110.14
Pantry 1.0 5.30 3.80 20.14
Store 1.0 3.30 2.77 9.14
PROJECTION ROOM 1.0 12.03 Area 12.03
Verandah 1.0 267.18 Area 267.18
Corridor 1.0 83.23 Area 83.23
TOILETS WOMEN 1.0 32.39 P-area 32.39
TOILETS MEN 1.0 33.32 P-area 33.32
MUSIC BALCONY 1.0 15.80 Area 15.80
TEACHERS ROOM 1.0 6.70 6.30 42.21
TEACHERS TOILET 1.0 4.99 Area 4.99
MUSIC BALCONY 1.0 10.31 Area 10.31
CONTROL/ INTERPRETATION ROOM 1.0 4.49 Area 4.49
CONTROL/ INTERPRETATION ROOM 1.0 6.86 Area 6.86
Corridor 1.0 31.71 Area 31.71
Universal toilet 1.0 2.34 1.98 4.62
Staircase 01
Midlanding 1.0 5.34 Area 5.34
1st & 2nd Flight 2.0 2.75 2.00 11.01
Staircase 02
Midlanding 1.0 4.00 Area 4.00
1.0 5.82 Area 5.82
1st & 3rd Flight 2.0 2.08 2.00 8.34
2nd & 4th Flight 2.0 0.75 2.00 3.00
Staircase 03
Floor landing 1.0 2.30 4.30 9.89
Midlanding 1.0 4.30 2.30 9.89
Page 81 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1st & 2nd Flight 2.0 3.09 2.03 12.54
1061.27
Sqm
Entry level
Staircase cabin 1.0 39.60 p-area 39.60
Staircase cabin 1.0 46.63 p-area 46.63
ded of skylight area -1.0 13.98 p-area -13.98
Staircase cabin 1.0 10.11 4.50 45.47
117.73
Sqm
4.3 Duct Plaster
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
shaft near service room 3.0 3.30 4.00 39.60
ded of door -1.5 0.60 1.50 -1.35
shaft near service room 1.0 6.20 4.00 24.80
ded of door -0.5 0.60 1.50 -0.45
shaft near toilet 1.0 3.53 4.00 14.12
ded of door -0.5 0.60 1.50 -0.45
TFA shaft 1.0 4.52 4.00 18.08
ded of door -0.5 0.60 1.50 -0.45
AC, ele., communication shaft 3.0 3.30 4.00 39.60
ded of door -1.5 0.60 1.50 -1.35
132.15
Sqm
Ground Floor
shaft near computer room 3.0 3.30 5.85 57.92
ded of door -1.5 0.60 1.50 -1.35
shaft near computer room 1.0 6.20 5.85 36.27
ded of door -0.5 0.60 1.50 -0.45
shaft near toilet 1.0 3.94 5.85 23.03
ded of door -0.5 0.60 1.50 -0.45
shaft near toilet 1.0 3.67 5.85 21.46
ded of door -0.5 0.60 1.50 -0.45
shaft near AHU room 1.0 4.52 5.85 26.44
ded of door -0.5 0.60 1.50 -0.45
shaft near AHU room 3.0 3.30 5.85 57.92
ded of door -1.5 0.60 1.50 -1.35
Page 82 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
shaft near stage 1.0 2.76 5.85 16.12
ded of door -0.5 0.60 1.50 -0.45
234.19
Sqm
1st Floor
shaft near indian dance studio 3.0 3.30 3.83 37.91
ded of door -1.5 0.60 1.50 -1.35
shaft near computer room 1.0 6.20 3.83 23.74
ded of door -0.5 0.60 1.50 -0.45
shaft near toilet 1.0 3.94 3.83 15.07
ded of door -0.5 0.60 1.50 -0.45
shaft near AHU room 1.0 4.52 5.45 24.63
ded of door -0.5 0.60
shaft near AHU room 3.0 3.30 5.45 53.96
ded of door -1.5 0.60
shaft near stage 1.0 2.76 5.45 15.01
L=0.319+1.697+0.739
ded of door -0.5 0.60 1.50 -0.45
167.62
Sqm
5. WATERPROOFING WORK
5.1 Chemical waterproofing
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Washing area 1.0 3.34 3.00 10.03
On Floor 1.0 12.69 0.60 7.61
ded of door -1.0 1.00 0.60 -0.60
F.Toilet 1.0 2.29 2.70 6.17
On Floor 1.0 9.97 0.60 5.98
ded of door -1.0 1.00 0.60 -0.60
-2.0 0.75 0.60 -0.90
WC 2.0 1.50 0.90 2.70
On Floor 2.0 4.80 0.60 5.76
ded of door -2.0 0.75 0.60 -0.90
M.Toilet 1.0 5.47 p-area 5.47
On Floor 1.0 10.16 p-line 0.60 6.09
ded of door -1.0 1.00 0.60 -0.60
-1.0 0.75 0.60 -0.45
WC 1.0 1.50 0.90 1.35
On Floor 1.0 4.80 0.60 2.88
ded of door -1.0 0.75 0.60 -0.45
Page 83 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
49.55
Sqm
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Women's toilet 1.0 32.29 p-area 32.29
On Floor 1.0 50.46 p-line 0.60 30.28
ded of door -1.0 1.00 0.60 -0.60
men's toilet 1.0 34.19 p-area 34.19
On Floor 1.0 42.11 p-line 0.60 25.27
ded of door -1.0 1.00 0.60 -0.60
Univeral toilet 1.0 1.98 2.33 4.61
On Floor 1.0 8.62 0.60 5.17
ded of door -1.0 1.00 0.60 -0.60
VIP Lounge toilet 1.0 4.41 p-area 4.41
On Floor 1.0 10.03 p-line 0.60 6.02
ded of door -1.0 0.75 0.60 -0.45
men's toilet 1.0 12.94 p-area 12.94
On Floor 1.0 20.91 p-line 0.60 12.54
ded of door -1.0 1.05 0.60 -0.63
toilet 1.0 13.86 p-area 13.86
On Floor 1.0 23.32 p-line 0.60 13.99
ded of door -1.0 1.05 0.60 -0.63
192.06
Sqm
First Floor
Drg Title :FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Teacher's toilet 1.0 4.99 p-area 4.99
On Floor 1.0 9.33 p-line 0.60 5.60
ded of door -1.0 1.00 0.60 -0.60
Women's toilet 1.0 32.29 p-area 32.29
On Floor 1.0 50.46 p-line 0.60 30.28
ded of door -1.0 1.00 0.60 -0.60
men's toilet 1.0 34.19 p-area 34.19
On Floor 1.0 42.11 p-line 0.60 25.27
ded of door -1.0 1.00 0.60 -0.60
Univeral toilet 1.0 1.98 2.33 4.61
On Floor 1.0 8.62 0.60 5.17
ded of door -1.0 1.00 0.60 -0.60
139.99
Sqm
Page 84 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
5.2 Box type waterproofing
5.2.1 On Floor
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Total area 1.0 784.35 p-area 784.35
784.35
Sqm
5.2.2 On Wall
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
on wall 1.0 258.43 p-line 3.20 826.99
826.99
Sqm
5.3 Terrace Waterproofing
Roof level
Staircase cabin 1.0 39.60 p-area 39.60
Staircase cabin 1.0 46.63 p-area 46.63
ded of skylight area -1.0 13.98 p-area -13.98
Staircase cabin 1.0 10.11 4.50 45.47
1.0 2.62 13.52 35.35
1.0 1652.99 p-area 1652.99
ded of courtyard & solar panel roof area -1.0 796.50 p-area -796.50
1009.57
Sqm
5.4 Waterproofing Waterproofing
UG tank
Fire water tank 1 1.0 29.52 3.29 97.12
Fire water tank 2 1.0 19.34 3.29 63.63
Tank for fire water refresh 1.0 8.83 3.29 29.05
189.80
Sqm
Single glazed Window
Basement Floor Sill
W4 1.0 4.94 2.25 11.12 4.94
W7a 1.0 1.62 2.25 3.63 1.62
Page 85 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
W2 1.0 3.00 2.25 6.75 3.00
21.50 9.56
Sqm Rmt
Ground Floor
W10a 1.0 4.43 8.50 37.66 4.43
W7 1.0 1.62 2.63 4.24 1.62
W4 1.0 4.94 2.25 11.12 4.94
W16 1.0 4.23 3.26 13.77 4.23
W6 1.0 4.15 2.25 9.34 4.15
76.12 19.37
Sqm Rmt
1st Floor & entry level
W10a 1.0 4.43 8.50 37.66 4.43
W21 2.0 3.12 3.26 20.31 6.24
W16 2.0 4.23 3.26 27.54 8.46
W17 1.0 2.73 1.20 3.27 2.73
W4 2.0 4.94 2.25 22.23 9.88
W25 2.0 1.62 1.88 6.06 3.23
117.06 34.97
Sqm Rmt
Double glazed Window
Basement Floor
W1 1.0 2.32 2.25 5.21 2.32
W5 1.0 2.67 2.25 6.00 2.67
11.21 4.98
Sqm Rmt
Ground Floor
W10 1.0 4.43 8.50 37.66 4.43
W10 1.0 4.43 8.50 37.66 4.43
W11 2.0 1.89 1.50 5.67 3.78
W12 1.0 3.24 4.88 15.80 3.24
W3 1.0 2.36 1.50 3.53 2.36
W19 2.0 1.87 2.65 9.91 3.74
W20 1.0 1.87 1.68 3.13 1.87
W14 5.0 1.10 1.50 8.25 5.50
W15 6.0 2.10 1.50 18.90 12.60
W9 4.0 2.57 6.50 66.82 10.28
W8 1.0 1.62 2.63 4.24 1.62
W13 1.0 3.00 1.50 4.50 3.00
216.06 56.84
Sqm Rmt
1st Floor
W10 1.0 4.43 8.50 37.66 4.43
W10 1.0 4.43 8.50 37.66 4.43
W12a 1.0 3.24 2.58 8.34 3.24
Page 86 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
W15 1.0 2.10 1.50 3.15 2.10
W24 6.0 1.87 2.42 27.10 11.22
W22 4.0 1.52 4.15 25.15 6.06
W23 1.0 3.30 3.00 9.90 3.30
W9 4.0 2.57 6.50 66.82 10.28
W11 1.0 1.89 1.50 2.84 1.89
W18 1.0 1.28 2.42 3.08 1.28
221.68 48.23
Sqm Rmt
Skylight
Roof level
1.0 13.98 p-area 13.98
3.0 1.20 1.20 4.32
18.30
Sqm
1. FLOORING WORK
Engineered Wood flooring over levelled I.P.S.
flooring.
Location : Band room
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Band room 1.0 11.30 10.80 122.04
add door sill 1.0 1.50 0.59 0.89
122.93
Sq m
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
JAZZ & B & DEPT. 1.0 25.06 P-area 25.06
add door sill 1.0 1.04 0.38 0.40
DRUMS ROOM WESTERN DEPT. 1.0 32.76 P-area 32.76
add door sill 1.0 1.04 0.38 0.40
PERSUSSION INDIAN DEPT. 1.0 32.77 P-area 32.77
add door sill 1.0 1.04 0.38 0.40
STRING & OTHER INSTRUMENTS INDIAN DEPT. 1.0 50.32 P-area 50.32
add door sill 1.0 1.05 0.38 0.40
PRACTICE ROOMS 1.0 59.86 P-area 59.86
add door sill 1.0 1.50 0.40 0.60
PIANO/ KEY BOARD WESTERN DEPT. 1.0 50.48 P-area 50.48
Page 87 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
add door sill 1.0 1.06 0.40 0.42
VIOLIN & GUITAR DEPT. 1.0 67.87 P-area 67.87
add door sill 1.0 1.06 0.40 0.42
MINI- AUDITORIUM 1.0 95.05 P-area 95.05
add door sill 2.0 1.05 0.38 0.80
add risers 1.0 6.32 0.325 2.05
1.0 6.24 0.325 2.03
1.0 6.16 0.325 2.00
1.0 6.09 0.325 1.98
1.0 6.01 0.325 1.95
1.0 5.93 0.325 1.93
1.0 5.85 0.325 1.90
1.0 5.77 0.325 1.88
32.0 0.90 0.163 4.69
RECORDING ROOM 1.0 12.25 P-area 12.25
add door sill 1.0 1.05 0.57 0.60
STORE 1.0 4.40 P-area 4.40
add door sill 1.0 1.05 0.23 0.24
WESTERN VOCAL STUDIO 1.0 70.44 P-area 70.44
add door sill 1.0 1.05 0.23 0.24
INDIAN VOCAL STUDIO 1.0 61.25 P-area 61.25
add door sill 1.0 1.05 0.23 0.24
588.08
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
WESTERN DANCE STUDIO 1.0 82.23 P-area 82.23
add door sill 1.0 1.04 0.38 0.40
INDIAN DANCE STUDIO 1.0 109.71 P-area 109.71
add door sill 1.0 1.04 0.38 0.40
Store 1.0 7.40 P-area 7.40
add door sill 1.0 1.05 0.23 0.24
200.37
Sqm
100mm high Engineered Wood skirting
Location : Band room
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Band room 1.0 44.20 44.20
L=2*(11.3+10.8)
Page 88 of 131
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
ded door -2.0 1.50 -3.00
-2.0 1.05 -2.10
39.10
Sq m
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
JAZZ & B& DEPT. 1.0 26.42 PL 0.10 2.64
ded door -1.0 1.04 0.10 -0.10
DRUMS ROOM WESTERN DEPT. 1.0 28.28 PL 0.10 2.83
ded door -1.0 1.04 0.10 -0.10
PERSUSSION INDIAN DEPT. 1.0 28.24 PL 0.10 2.82
ded door -1.0 1.04 0.10 -0.10
STRING & OTHER INSTRUMENTS INDIAN DEPT. 1.0 32.91 PL 0.10 3.29
ded door -1.0 1.05 0.10 -0.11
PRACTICE ROOMS 1.0 76.36 PL 0.10 7.64
ded door -1.0 1.50 0.10 -0.15
PIANO/ KEY BOARD WESTERN DEPT. 1.0 33.03 PL 0.10 3.30
ded door -1.0 1.06 0.10 -0.11
VIOLIN & GUITAR DEPT. 1.0 37.50 PL 0.10 3.75
ded door -1.0 1.06 0.10 -0.11
MINI- AUDITORIUM 1.0 49.18 PL 0.10 4.92
ded door -1.0 1.05 0.10 -0.11
RECORDING ROOM 1.0 16.44 PL 0.10 1.64
ded door -3.0 1.05 0.10 -0.32
STORE 1.0 9.66 PL 0.10 0.97
ded door -1.0 1.05 0.10 -0.11
WESTERN VOCAL STUDIO 1.0 34.72 PL 0.10 3.47
ded door -1.0 1.05 0.10 -0.11
INDIAN VOCAL STUDIO 1.0 32.12 PL 0.10 3.21
ded door -1.0 1.05 0.10 -0.11
38.97
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
WESTERN DANCE STUDIO 1.0 37.78 PL 0.10 3.78
ded door -2.0 1.05 0.10 -0.21
INDIAN DANCE STUDIO 1.0 44.42 PL 0.10 4.44
Page 89 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
ded door -2.0 1.05 0.10 -0.21
Store room 1.0 12.05 PL 0.10 1.20
ded door -1.0 1.05 0.10 -0.11
8.90
Sqm
Polished Kota stone flooring laid as/ specifications
Location : Wash area, TFA Room, Store room
Basement Floor
Drg Title : BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Wash area 1.0 3.60 3.00 10.80
add door sill 1.0 1.05 0.38 0.40
TFA Room 1.0 5.13 4.30 22.06
add door sill 1.0 1.05 0.23 0.24
Fire plant room 1.0 101.04 Area 101.04
Store room 1.0 12.49 Area 12.49
add door sill 1.0 1.05 0.23 0.24
147.27
Sq m
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Store room 1.0 8.06 P-area 8.06
add door sill 1.0 0.75 0.23 0.17
Electrical & AHU room 1.0 5.35 4.30 23.01
add door sill 1.0 1.50 0.23 0.35
Store room 1.0 25.60 P-area 25.60
add door sill 1.0 1.06 0.38 0.40
EXPERIMENTAL THREATRE & STORE 1.0 174.47 P-area 174.47
Store room 1.0 7.60 2.30 17.48
add door sill 1.0 1.06 0.38 0.40
249.94
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Page 90 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Store room 1.0 69.78 P-area 69.78
add door sill 1.0 1.05 0.23 0.24
Store room 1.0 7.60 2.30 17.48
add door sill 1.0 1.05 0.23 0.24
RESOURCE CENTER 1.0 110.14 P-area 110.14
Pantry 1.0 5.30 3.80 20.14
Store 1.0 3.30 2.77 9.14
add door sill 1.0 1.05 0.23 0.24
227.40
Sqm
100mm high Polished Kota stone skirting
Location : TFA Room
Basement Floor
Drg Title : BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
TFA Room 1.0 18.86 0.10 1.89
L=2*(5.13+4.3)
ded door -1.0 1.05 0.10 -0.11
Fire plant room 1.0 43.51 PL 0.10 4.35
Store room 1.0 17.74 PL 0.10 1.77
ded door -1.0 1.05 0.10 -0.11
7.80
Sq m
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Store room 1.0 12.70 PL 0.10 1.27
ded door -1.0 0.75 0.10 -0.08
Electrical & AHU room 1.0 19.30 0.10 1.93
L=2*(5.35+4.3)
ded door -1.0 1.50 0.10 -0.15
Store room 1.0 22.34 PL 0.10 2.23
ded door -1.0 1.06 0.10 -0.11
EXPERIMENTAL THREATRE & STORE 1.0 56.25 PL 0.10 5.62
ded door -2.0 1.06 0.10 -0.21
Store room 1.0 19.80 0.10 1.98
L=2*(7.6+2.3)
ded door -1.0 1.06 0.10 -0.11
12.39
Page 91 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Store room 1.0 41.96 PL 0.10 4.20
ded door -1.0 1.05 0.10 -0.11
Store room 1.0 19.80 0.10 1.98
L=2*(7.6+2.3)
ded door -1.0 1.05 0.10 -0.11
RESOURCE CENTER 1.0 23.48 PL 0.10 2.35
Pantry 1.0 5.30 0.10 0.53
Store 1.0 9.37 0.10 0.94
L=3.3*2+2.77
ded door -1.0 1.05 0.10 -0.11
9.68
Sqm
18 mm thick polished granite flooring as/ specs
Location : Band store, Band & PRACTICE
VERANDAH, Staircase
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Band store 1.0 3.60 8.00 28.80
add door sill 1.0 1.05 0.38 0.40
Band & PRACTICE VERANDAH + Corridor + store 1.0 117.27 P-area 117.27
add door sill 1.0 1.05 0.38 0.40
add opening sill 2.0 3.01 0.38 2.29
Staircase 03
Floor landing 1.0 7.30 4.30 31.39
add door sill 1.0 1.58 0.30 0.47
Midlanding 1.0 4.30 2.30 9.89
F Toilet 1.0 8.64 Area 8.64
add door sill 1.0 1.00 0.23 0.23
M Toilet 1.0 7.36 Area 7.36
add door sill 1.0 1.00 0.23 0.23
207.37
Sq m
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21
Page 92 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Rev - R0
Staircase 01
Floor landing 1.0 35.78 Area 35.78
Midlanding 1.0 5.34 Area 5.34
Staircase 02
Midlanding 1.0 4.00 Area 4.00
1.0 5.82 Area 5.82
Staircase 03
Floor landing 1.0 2.30 4.30 9.89
add door sill 1.0 1.50 0.23 0.35
Midlanding 1.0 4.30 2.30 9.89
Verandah 1.0 12.67 1.99 25.26
add door sill 2.0 1.25 0.21 0.53
Landing area nr service room 1.0 23.06 P-area 23.06
1.0 1.99 1.62 3.23
1.0 27.28 P-area 27.28
Green room women 1.0 40.39 P-area 40.39
add risers 6.0 1.20 0.15 1.08
Green room men 1.0 35.48 P-area 35.48
add risers 6.0 1.00 0.15 0.90
Toilet women 1.0 14.30 P-area 14.30
add door sill 1.0 1.05 0.23 0.24
Toilet men 1.0 12.95 P-area 12.95
add door sill 1.0 1.05 0.23 0.24
VIP Lounge 1.0 3.30 3.40 11.22
add door sill 1.0 1.05 0.23 0.24
VIP Toilet 1.0 4.05 P-area 4.05
add door sill 1.0 0.75 0.23 0.17
Corridor 1.0 87.13 P-area 87.13
add area 1.0 4.61 1.79 8.25
LOWER PRE-FUNCTION 1.0 27.79 P-area 27.79
ART GALLERY 1.0 44.82 P-area 44.82
add door sill 1.0 1.05 0.23 0.24
COMPUTER 1.0 31.17 P-area 31.17
add door sill 1.0 1.05 0.23 0.24
TOILETS WOMEN 1.0 32.28 P-area 32.28
add door sill 1.0 1.05 0.23 0.24
TOILETS MEN 1.0 34.18 P-area 34.18
add door sill 1.0 1.05 0.23 0.24
Verandah 1.0 302.06 P-area 302.06
add door sill 1.0 1.58 0.38 0.60
Courtyard 1.0 46.80 P-area 46.80
add door sill 4.0 2.17 0.38 3.29
Page 93 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1.0 2.07 0.38 0.79
1.0 4.72 0.38 1.79
6.0 4.12 0.38 9.39
2.0 3.74 0.38 2.84
1.0 4.42 0.38 1.68
add lift opening 1.0 1.80 0.38 0.68
Universal toilet 1.0 2.34 1.98 4.62
add door sill 1.0 1.05 0.38 0.40
External stair landing 1.0 27.87 P-area 27.87
Midlanding 1.0 1.99 1.62 3.23
1.0 55.80 P-area 55.80
Verandah 1.0 12.67 2.02 25.59
Midlanding 1.0 1.71 1.80 3.07
1.0 201.70 P-area 201.70
1.0 1.93 1.80 3.47
1.0 61.41 P-area 61.41
1.0 34.81 P-area 34.81
Lobby 1.0 2.54 1.40 3.55
add door sill 1.0 1.05 0.23 0.24
1333.93
Sq m
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
PROJECTION ROOM 1.0 12.03 Area 12.03
add door sill 1.0 1.20 0.23 0.28
Verandah 1.0 267.18 Area 267.18
add door sill 1.0 4.97 0.23 1.14
1.0 1.50 0.38 0.57
1.0 4.57 0.38 1.74
2.0 3.97 0.38 3.01
1.0 3.59 0.38 1.36
1.0 4.27 0.38 1.62
1.0 3.59 0.38 1.36
4.0 3.97 0.38 6.03
Corridor 1.0 83.23 Area 83.23
add door sill 1.0 1.05 0.38 0.40
TOILETS WOMEN 1.0 32.39 P-area 32.39
add door sill 1.0 1.05 0.38 0.40
TOILETS MEN 1.0 33.32 P-area 33.32
add door sill 1.0 1.05 0.38 0.40
MUSIC BALCONY 1.0 15.80 Area 15.80
add door sill 1.0 1.05 0.23 0.24
TEACHERS ROOM 1.0 6.70 6.30 42.21
add door sill 1.0 1.05 0.23 0.24
TEACHERS TOILET 1.0 4.99 Area 4.99
Page 94 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
add door sill 1.0 1.05 0.23 0.24
MUSIC BALCONY 1.0 10.31 Area 10.31
add door sill 1.0 1.05 0.23 0.24
CONTROL/ INTERPRETATION ROOM 1.0 4.49 Area 4.49
add door sill 1.0 1.05 0.23 0.24
CONTROL/ INTERPRETATION ROOM 1.0 6.86 Area 6.86
add door sill 1.0 1.05 0.23 0.24
Corridor 1.0 31.71 Area 31.71
Universal toilet 1.0 2.34 1.98 4.62
add door sill 1.0 1.05 0.38 0.40
Lobby 1.0 16.30 P-area 16.30
add door sill 1.0 1.05 0.38 0.40
585.99
Sqm
100mm high polished granite skirting
Location : Band store, Band & PRACTICE
VERANDAH
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Band store 1.0 23.20 0.10 2.32
L=2*(3.6+8)
ded door -1.0 1.05 0.10 -0.11
Band & PRACTICE VERANDAH + Corridor + store 1.0 78.60 PL 0.10 7.86
ded door -3.0 1.05 0.10 -0.32
-1.0 1.50 0.10 -0.15
-1.0 1.58 0.10 -0.16
ded lift opening -1.0 1.80 0.10 -0.18
ded opening -2.0 3.01 0.10 -0.60
Staircase 03
Floor landing 1.0 23.20 0.10 2.32
ded door -1.0 1.58 0.10 -0.16
Midlanding 1.0 8.90 0.10 0.89
L=4.3+2*2.3
Green room women 1.0 33.15 PL 0.10 3.31
ded door -2.0 1.05 0.10 -0.21
-1.0 0.75 0.10 -0.08
Green room men 1.0 31.65 PL 0.10 3.17
ded door -2.0 1.05 0.10 -0.21
-1.0 1.50 0.10 -0.15
17.56
Sq m
Ground Floor
Page 95 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Staircase 01
Floor landing 1.0 25.09 PL 0.10 2.51
ded opening -1.0 3.03 0.10 -0.30
-1.0 1.05 0.10 -0.11
Midlanding 1.0 4.92 0.10 0.49
L=2.6+2.323
Midlanding 1.0 4.27 0.10 0.43
L=2.268+2
Staircase 02
Midlanding 1.0 3.77 0.10 0.38
L=1.646+2.122
Midlanding 1.0 4.98 0.10 0.50
L=2.065+2.911
Midlanding 1.0 4.05 0.10 0.40
L=2.055+1.990
Staircase 03
Floor landing 1.0 23.20 0.10 2.32
ded door -1.0 1.58 0.10 -0.16
Midlanding 1.0 8.90 0.10 0.89
L=4.3+2*2.3
Corridor 1.0 89.00 PL 0.10 8.90
ded opening -1.0 1.58 0.10 -0.16
-1.0 2.01 0.10 -0.20
-1.0 1.83 0.10 -0.18
-4.0 1.05 0.10 -0.42
-1.0 3.03 0.10 -0.30
-1.0 4.73 0.10 -0.47
-1.0 4.61 0.10 -0.46
L=4.613+1.788*2 1.0 8.19 0.10 0.82
ded opening -3.0 1.05 0.10 -0.32
LOWER PRE-FUNCTION 1.0 22.10 PL 0.10 2.21
ded opening -1.0 4.52 0.10 -0.45
-1.0 1.05 0.10 -0.11
-1.0 2.00 0.10 -0.20
-1.0 2.07 0.10 -0.21
-1.0 2.08 0.10 -0.21
External staircase 1.0 26.10 PL 0.10 2.61
ded steps -2.0 1.80 0.10 -0.36
-1.0 1.99 0.10 -0.20
Landing 1.0 3.24 0.10 0.32
Landing 1.0 49.89 PL 0.10 4.99
-2.0 1.99 0.10 -0.40
-1.0 2.40 0.10 -0.24
Landing 1.0 3.41 0.10 0.34
1.0 93.65 PL 0.10 9.37
-1.0 1.80 0.10 -0.18
-2.0 1.58 0.10 -0.32
-1.0 1.46 0.10 -0.15
1.0 52.24 PL 0.10 5.22
-1.0 4.31 0.10 -0.43
-1.0 2.00 0.10 -0.20
Page 96 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Verandah 1.0 25.35 0.10 2.53
L=2*12.674
Area near performance courtyard 1.0 32.31 PL 0.10 3.23
-1.0 2.40 0.10 -0.24
Lobby 1.0 7.87 0.10 0.79
L=2*(2.54+1.397)
ded door -1.0 1.05 0.10 -0.11
42.18
Sq m
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Verandah 1.0 5.12 0.10 0.51
L=2.975+2.14
ded door -1.0 1.05 0.10 -0.11
L=14.044+5.11+2.096+2.86+4.766 1.0 28.88 0.10 2.89
ded door -3.0 1.05 0.10 -0.32
MUSIC BALCONY 1.0 16.32 PL 0.10 1.63
ded door -2.0 1.05 0.10 -0.21
TEACHERS ROOM 1.0 26.00 0.10 2.60
L=2*(6.7+6.3)
ded door -2.0 1.05 0.10 -0.21
MUSIC BALCONY 1.0 13.23 PL 0.10 1.32
ded door -2.0 1.05 0.10 -0.21
CONTROL/ INTERPRETATION ROOM 1.0 10.04 PL 0.10 1.00
ded door -1.0 1.05 0.10 -0.11
CONTROL/ INTERPRETATION ROOM 1.0 11.38 PL 0.10 1.14
ded door -1.0 1.05 0.10 -0.11
Lobby 1.0 19.44 PL 0.10 1.94
ded door -1.0 1.05 0.10 -0.11
11.68
Sqm
18mm thick polished granite inclined skirting
Location : Staircase
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Staircase 03
1st & 2nd Flight 2.0 3.09 0.10 0.62
0.62
Sqm
Page 97 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Staircase 01
1st & 2nd Flight 2.0 2.75 0.10 0.55
Staircase 02
1st & 3rd Flight 2.0 2.08 0.10 0.42
2nd & 4th Flight 2.0 0.75 0.10 0.15
Staircase 03
1st & 2nd Flight 2.0 3.09 0.10 0.62
External staircase
L=SQRT((0.3*7)^2+(0.165*8)^2) 4.0 2.48 0.10 0.99
L=SQRT((0.3*11)^2+(0.165*12)^2) 6.0 3.85 0.10 2.31
L=SQRT((0.3*8)^2+(0.165*9)^2) 4.0 2.82 0.10 1.13
L=SQRT((0.3*10)^2+(0.165*11)^2) 2.0 3.51 0.10 0.70
L=SQRT((0.3*9)^2+(0.165*10)^2) 2.0 3.16 0.10 0.63
L=SQRT((0.3*12)^2+(0.165*13)^2) 2.0 4.19 0.10 0.84
Curved portion 1.0 5.30 0.10 0.53
L=SQRT((0.3*14)^2+(0.165*15)^2) 1.0 4.88 0.10 0.49
L=SQRT((0.3*14)^2+(0.165*15)^2) 4.0 4.88 0.10 1.95
11.30
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Staircase 01
1st & 2nd Flight 2.0 2.75 0.10 0.55
Staircase 02
1st & 3rd Flight 2.0 2.08 0.10 0.42
2nd & 4th Flight 2.0 0.75 0.10 0.15
Staircase 03
1st & 2nd Flight 2.0 3.09 0.10 0.62
1.74
Sqm
18mm thick 300mm wide polished granite Treads
Location : Staircase
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Staircase 03
1st & 2nd Flight 18.0 2.03 36.47
Page 98 of 131
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
36.47
Rmt
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Staircase 01
1st & 2nd Flight 16.0 2.00 32.00
Staircase 02
1st & 3rd Flight 12.0 2.00 24.00
2nd & 4th Flight 4.0 2.00 8.00
Staircase 03
1st & 2nd Flight 18.0 2.03 36.47
External staircase
14.0 1.99 27.90
33.0 1.99 65.77
16.0 1.99 31.89
10.0 1.80 18.00
9.0 1.80 16.20
12.0 1.80 21.60
1.0 1.33 1.33
1.0 1.37 1.37
1.0 1.43 1.43
1.0 1.54 1.54
1.0 1.68 1.68
1.0 1.87 1.87
1.0 2.13 2.13
1.0 2.47 2.47
1.0 2.66 2.66
1.0 2.69 2.69
1.0 2.58 2.58
3.0 1.93 5.78
28.0 1.93 53.90
363.26
Rmt
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Staircase 01
1st & 2nd Flight 16.0 2.00 32.00
Staircase 02
1st & 3rd Flight 12.0 2.00 24.00
2nd & 4th Flight 4.0 2.00 8.00
Staircase 03
1st & 2nd Flight 18.0 2.03 36.47
100.47
Page 99 of 131
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Rmt
ENTRY LEVEL
18mm thick Risers at Amphitheater
L=7.41+2.1 1.0 9.51 9.51
L=7.075+1.8 1.0 8.88 8.88
L=6.475+1.5 1.0 7.98 7.98
L=5.875+1.2 1.0 7.08 7.08
L=5.275+0.6 1.0 5.88 5.88
L=4.675+0.6 1.0 5.28 5.28
Side Steps
63.0 3.48 219.05
263.64
Rmt
18mm thick 150mm wide polished granite Risers
Location : Staircase
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Staircase 03
1st & 2nd Flight 20.0 2.03 0.165 6.69
6.69
Sqm
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Staircase 01
1st & 2nd Flight 18.0 2.00 0.165 5.94
Staircase 02
1st & 3rd Flight 14.0 2.00 0.165 4.62
2nd & 4th Flight 6.0 2.00 0.165 1.98
Staircase 03
1st & 2nd Flight 20.0 2.03 0.165 6.69
External staircase
16.0 1.99 0.165 5.26
36.0 1.99 0.165 11.84
18.0 1.99 0.165 5.92
11.0 1.80 0.165 3.27
10.0 1.80 0.165 2.97
13.0 1.80 0.165 3.86
1.0 1.33 0.165 0.22
1.0 1.37 0.165 0.23
1.0 1.43 0.165 0.24
Page 100 of 131
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1.0 1.54 0.165 0.25
1.0 1.68 0.165 0.28
1.0 1.87 0.165 0.31
1.0 2.13 0.165 0.35
1.0 2.47 0.165 0.41
1.0 2.66 0.165 0.44
1.0 2.69 0.165 0.44
1.0 2.58 0.165 0.43
3.0 1.93 0.165 0.95
28.0 1.93 0.165 8.89
65.78
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Staircase 01
1st & 2nd Flight 18.0 2.00 0.165 5.94
Staircase 02
1st & 3rd Flight 14.0 2.00 0.165 4.62
2nd & 4th Flight 6.0 2.00 0.165 1.98
Staircase 03
1st & 2nd Flight 20.0 2.03 0.165 6.69
19.23
Sqm
ENTRY LEVEL
18mm thick Risers at Amphitheater 1.0 12.22 0.30 3.66
1.0 12.28 0.30 3.68
1.0 12.09 0.30 3.63
1.0 11.91 0.30 3.57
1.0 11.72 0.30 3.51
1.0 11.53 0.30 3.46
1.0 11.35 0.30 3.40
1.0 11.16 0.30 3.35
1.0 10.97 0.30 3.29
1.0 10.78 0.30 3.23
1.0 10.60 0.30 3.18
1.0 10.41 0.30 3.12
1.0 10.02 0.30 3.01
1.0 9.53 0.30 2.86
1.0 9.35 0.30 2.81
1.0 9.17 0.30 2.75
1.0 8.98 0.30 2.69
1.0 8.80 0.30 2.64
1.0 8.24 0.30 2.47
L=7.41+2.1 1.0 9.51 0.15 1.43
L=7.075+1.8 1.0 8.88 0.15 1.33
L=6.475+1.5 1.0 7.98 0.15 1.20
L=5.875+1.2 1.0 7.08 0.15 1.06
L=5.275+0.6 1.0 5.88 0.15 0.88
Page 101 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
L=4.675+0.6 1.0 5.28 0.15 0.79
Side Steps
63.0 3.48 0.15 32.86
99.86
Sqm
Polished granite cladding as/ specifications.
Location : Toilets
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0 Dado Ht.= 2.40 mt
F Toilet 1.0 9.97 PL 2.40 23.93
ded door -1.0 1.00 2.40 -2.40
-2.0 0.75 2.40 -3.60
ded W7 -1.0 1.62 2.23 -3.59
WC 2.0 4.80 1.20 11.52
L=2*(1.5+0.9)
ded door -2.0 0.75 1.20 -1.80
M Toilet 1.0 10.17 PL 2.40 24.41
ded door -1.0 1.00 2.40 -2.40
-1.0 0.75 2.40 -1.80
WC 1.0 5.77 1.20 6.92
L=2*(1.985+0.9)
ded door -1.0 0.75 1.20 -0.90
50.29
Sqm
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21 Dado Ht.= 2.40 mtRev - R0
Toilet 1.0 9.20 PL 2.40 22.08
ded W7 -1.0 1.62 0.00
ded door -1.0 1.05 2.40 -2.52
-3.0 0.75 2.40 -5.40
WC 3.0 4.80 1.20 17.28
L=2*(1.5+0.9)
-3.0 0.75 1.20 -2.70
Toilet men T2 1.0 13.25 PL 2.40 31.81
ded door -1.0 1.05 2.40 -2.52
ded door -2.0 0.75 2.40 -3.60
WC 1.0 4.80 1.20 5.76
L=2*(1.5+0.9)
ded door -2.0 0.75 1.20 -1.80
Toilet 1.0 8.68 PL 2.40 20.82
ded door -1.0 0.75 2.40 -1.80
ded wall -1.0 0.90 2.40 -2.16
Page 102 of 131
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PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
WC 1.0 1.96 1.20 2.35
L=0.9+0.53*2
Toilet women 1.0 26.82 PL 2.40 64.37
ded door -1.0 1.05 2.40 -2.52
ded door -6.0 0.75 2.40 -10.80
ded W -1.0 2.10 2.40 -5.03
ded Wall -1.0 1.04 2.40 -2.50
ded Wall -1.0 2.38 2.40 -5.71
WC 1.0 2.55 1.20 3.06
L=1.5+1.05
ded door -1.0 0.75 1.20 -0.90
WC 5.0 4.05 1.20 24.30
L=2*1.5+1.05
ded door -5.0 0.75 1.20 -4.50
Toilet men 1.0 29.04 PL 2.40 69.69
ded door -1.0 1.05 2.40 -2.52
ded door -3.0 0.75 2.40 -5.40
ded W -1.0 2.11 2.40 -5.05
ded wall -1.0 2.35 2.40 -5.64
WC 2.0 4.05 1.20 9.72
L=2*1.5+1.05
ded door -2.0 0.75 1.20 -1.80
WC 1.0 2.55 1.20 3.06
L=1.5+1.05
ded door -1.0 0.75 1.20 -0.90
Universal toilet 1.0 4.32 2.40 10.36
L=2.34+1.975
208.89
Sqm
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21 Dado Ht.= 2.40 mtRev - R0
Teachers toilet 1.0 9.34 PL 2.40 22.42
ded door -1.0 1.05 2.40 -2.52
Toilet women 1.0 26.82 PL 2.40 64.37
ded door -1.0 1.05 2.40 -2.52
ded door -6.0 0.75 2.40 -10.80
ded W -1.0 2.10 2.40 -5.03
ded Wall -1.0 1.04 2.40 -2.50
ded Wall -1.0 2.38 2.40 -5.71
WC 1.0 2.55 1.20 3.06
L=1.5+1.05
ded door -1.0 0.75 1.20 -0.90
WC 5.0 4.05 1.20 24.30
L=2*1.5+1.05
ded door -5.0 0.75 1.20 -4.50
Toilet men 1.0 29.04 PL 2.40 69.69
ded door -1.0 1.05 2.40 -2.52
ded door -3.0 0.75 2.40 -5.40
ded W -1.0 2.11 2.40 -5.05
ded wall -1.0 2.35 2.40 -5.64
Page 103 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
WC 2.0 4.05 1.20 9.72
L=2*1.5+1.05
ded door -2.0 0.75 1.20 -1.80
WC 1.0 2.55 1.20 3.06
L=1.5+1.05
ded door -1.0 0.75 1.20 -0.90
Universal toilet 1.0 4.32 2.40 10.36
L=2.34+1.975
151.18
Sqm
50 mm thick chamfered edge 450 mm wide Steps of
rough granite stoneLocation AMPHITHREATER SEATING
AMPHITHREATER SEATING
50mm thick treads at Amphitheater 1.0 12.22 0.45 5.50
1.0 12.28 0.45 5.52
1.0 12.09 0.45 5.44
1.0 11.91 0.45 5.36
1.0 11.72 0.45 5.27
1.0 11.53 0.45 5.19
1.0 11.35 0.45 5.11
1.0 11.16 0.45 5.02
1.0 10.97 0.45 4.94
1.0 10.78 0.45 4.85
1.0 10.60 0.45 4.77
1.0 10.41 0.45 4.68
1.0 10.02 0.45 4.51
1.0 9.53 0.45 4.29
1.0 9.35 0.45 4.21
1.0 9.17 0.45 4.12
1.0 8.98 0.45 4.04
1.0 8.80 0.45 3.96
1.0 8.24 0.45 3.71
90.48
Sqm
50 mm thick polished granite Window sill / coping
as/ specs
Basement Floor
At Ramp 1.0 28.41 0.38 10.80
1.0 4.18 0.38 1.59
1.0 10.71 0.38 4.07
1.0 30.31 0.38 11.52
27.97
Sqm
Ground Floor
At Staircase 1.0 2.10 0.38 0.80
1.0 15.11 0.38 5.74
1.0 2.85 0.38 1.08
1.0 7.31 0.38 2.78
Page 104 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
1.0 1.07 0.38 0.40
1.0 7.69 0.38 2.92
1.0 14.39 0.38 5.47
1.0 18.71 0.38 7.11
1.0 6.42 0.38 2.44
1.0 3.21 0.38 1.22
1.0 27.89 0.38 10.60
1.0 3.61 0.38 1.37
41.94
Sqm
Entry level Floor
1.0 2.40 0.38 0.91
1.0 13.74 0.38 5.22
1.0 7.93 0.38 3.01
1.0 8.84 0.38 3.36
1.0 32.50 0.25 8.12
1.0 29.32 0.25 7.33
1.0 97.05 0.38 36.88
1.0 55.60 0.38 21.13
85.96
Sqm
Carpet/ flotex flooring as/ specs
Location : Auditorium
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Auditorium 1.0 700.54 Area 700.54
add door sill 2.0 2.00 0.22 0.89
add risers 1.0 31.05 0.45 13.97
1.0 33.58 0.45 15.11
5.0 5.38 0.45 12.11
5.0 5.79 0.45 13.02
5.0 6.12 0.45 13.76
5.0 6.44 0.45 14.49
5.0 6.77 0.45 15.23
5.0 7.10 0.45 15.97
5.0 7.42 0.45 16.70
5.0 7.75 0.45 17.44
5.0 8.08 0.45 18.17
5.0 8.40 0.45 18.91
5.0 8.73 0.45 19.64
5.0 8.37 0.45 18.84
210.0 1.35 0.15 42.53
967.32
Sqm
Natural wooden (polished) flooring (as/ approved
sample)
Location : Stage
Ground Floor
Page 105 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Stage + orchestra pit + passage area+ Pre stage area 1.0 280.70 Area 280.70
add door sill 2.0 1.50 0.23 0.69
281.39
Sqm
100x100x80 mm granite cobble stone Flooring
Entry level Floor
Drg Title : ENTRY LEVEL FLOOR PLAN
Drg No : CPA-AR-204
Drg Date : 18-02.-21Rev - R0
EXTENDED ROAD AREA AT ENTRY 1.0 161.84 Area 161.84
BRIDGE 1.0 21.93 Area 21.93
ENTRY 3 ARCHES / 3 ARCH. PAVILLION 1.0 11.18 2.93 32.76
2 mt. WIDE STAIRCASE (START LANDING) 1.0 5.99 Area 5.99
1.0 15.60 Area 15.60
1.0 2.73 1.71 4.67
PLAZA LEVEL LANDING / PASSAGE WAY 1.0 1662.17 Area 1662.17
ded central area -1.0 861.62 Area -861.62
Amphitheater steps area 1.0 251.64 Area 251.64
ded for 50mm thick treads -1.0 12.22 0.45 -5.50
-1.0 12.28 0.45 -5.52
-1.0 12.09 0.45 -5.44
-1.0 11.91 0.45 -5.36
-1.0 11.72 0.45 -5.27
-1.0 11.53 0.45 -5.19
-1.0 11.35 0.45 -5.11
-1.0 11.16 0.45 -5.02
-1.0 10.97 0.45 -4.94
-1.0 10.78 0.45 -4.85
-1.0 10.60 0.45 -4.77
-1.0 10.41 0.45 -4.68
-1.0 10.02 0.45 -4.51
-1.0 9.53 0.45 -4.29
-1.0 9.35 0.45 -4.21
-1.0 9.17 0.45 -4.12
-1.0 8.98 0.45 -4.04
-1.0 8.80 0.45 -3.96
-1.0 8.24 0.45 -3.71
1204.49
Sqm
Reflective & absorbtion surface as/ acoustic design
Location : Auditorium
Ground Floor
Drg Title : GROUND FLOOR PLAN
Page 106 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
ORCHESTRA PIT 1.0 26.55 2.70 71.67
Pre stage area 2.0 9.50 PL 8.35 158.70
230.37
Sqm
Mico perforated wood backed with polyster wool
Location : Auditorium
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0 Ht.= 9.24 mt
Auditorium 1.0 123.13 PL 9.24 1137.87
ded door -5.0 1.53 2.40 -18.30
ded wall -1.0 27.08 9.24 -250.27
ded W -1.0 3.32 3.00 -9.95
ded W -2.0 1.51 3.00 -9.04
850.31
Sqm
Perforated wooden panels with acoustical property
to be fixed as/ detail.
Location : Band room
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0 Ht.= 4.60 mt
Band room 1.0 44.20 4.60 203.32
L=2*(11.3+10.8)
ded door -2.0 1.50 2.40 -7.20
-2.0 1.05 2.40 -5.04
191.08
Sq m
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
WESTERN VOCAL STUDIO 1.0 34.19 PL 5.65 193.16
ded door -1.0 1.05 2.40 -2.52
ded W6 -1.0 4.15 3.23 -13.38
ded W10 -1.0 4.43 5.65 -25.03
152.22
Sqm
Page 107 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Wall-Lower reaches (from finished floor level to 2000mm)
13 mm thick Laminated ply on lower level +
Perforated gypsum board with rockwool for
acoustical property.
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
JAZZ & B& DEPT. 1.0 22.35 PL 2.00 44.70
ded door -1.0 1.04 2.00 -2.08
ded W14 -1.0 1.10 1.50 -1.65
DRUMS ROOM WESTERN DEPT. 1.0 24.07 PL 2.00 48.13
ded door -1.0 1.04 2.00 -2.08
ded W15 -1.0 2.10 1.5 -3.15
PERSUSSION INDIAN DEPT. 1.0 24.05 PL 2.00 48.10
ded door -1.0 1.04 2.00 -2.08
ded W15 -1.0 2.10 1.5 -3.15
STRING & OTHER INSTRUMENTS INDIAN DEPT. 1.0 28.91 PL 2.00 57.81
ded door -1.0 1.05 2.00 -2.10
ded W14 -1.0 1.10 1.50 -1.65
ded W15 -1.0 2.10 1.5 -3.15
PRACTICE ROOMS 1.0 76.94 PL 2.00 153.87
ded door -1.0 1.50 2.00 -3.00
ded W14 -2.0 1.10 1.50 -3.30
PIANO/ KEY BOARD WESTERN DEPT. 1.0 29.00 PL 2.00 57.99
ded door -1.0 1.06 2.00 -2.12
ded W14 -1.0 1.10 1.50 -1.65
ded W15 -1.0 2.10 1.5 -3.15
VIOLIN & GUITAR DEPT. 1.0 33.16 PL 2.00 66.32
ded door -1.0 1.06 2.00 -2.12
ded W15 -2.0 2.10 1.5 -6.30
EXPERIMENTAL THREATRE & STORE 1.0 56.59 PL 2.00 113.17
ded door -2.0 1.05 2.00 -4.20
INDIAN VOCAL STUDIO 1.0 32.42 PL 2.00 64.84
ded door -1.0 1.05 2.00 -2.10
ded W11 -2.0 1.89 1.50 -5.67
ded W12 -1.0 3.24 2.00 -6.48
ded W10a -1.0 4.43 2.00 -8.86
Stage 1.0 88.74 PL 2.00 177.47
ded wall -1.0 26.55 2.00 -53.09
ded glazing -4.0 2.60 2.00 -20.83
-2.0 0.79 2.00 -3.16
ded opening -2.0 2.00 2.00 -8.00
-2.0 1.50 2.00 -6.00
671.27
Sqm
Page 108 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
First Floor
WESTERN DANCE STUDIO 1.0 37.59 PL 2.00 75.17
ded door -2.0 1.05 2.00 -4.20
ded W17 -1.0 2.73 1.20 -3.27
INDIAN DANCE STUDIO 1.0 43.86 PL 2.00 87.72
ded door -1.0 1.05 2.00 -2.10
-4.0 0.63 1.50 -3.78
ded W10 -1.0 4.43 2.00 -8.86
-1.0 2.02 1.50 -3.03
137.65
Sqm
Wall-Upper reaches (2000mm from finished floor
level to false celing level)
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
JAZZ & B& DEPT. 1.0 22.35 PL 2.03 45.27
ded door -1.0 1.04 0.40 -0.42
DRUMS ROOM WESTERN DEPT. 1.0 24.07 PL 2.03 48.75
ded door -1.0 1.04 0.40 -0.42
ded W15 -1.0 2.10 1.5 -3.15
PERSUSSION INDIAN DEPT. 1.0 24.05 PL 2.03 48.71
ded door -1.0 1.04 0.40 -0.42
ded W15 -1.0 2.10 1.5 -3.15
STRING & OTHER INSTRUMENTS INDIAN DEPT. 1.0 28.91 PL 2.03 58.55
ded door -1.0 1.05 0.40 -0.42
ded W14 -1.0 1.10 1.50 -1.65
ded W15 -1.0 2.10 1.5 -3.15
PRACTICE ROOMS 1.0 76.94 PL 2.03 155.83
ded door -1.0 1.50 0.40 -0.60
ded W14 -2.0 1.10 1.50 -3.30
PIANO/ KEY BOARD WESTERN DEPT. 1.0 29.00 PL 2.03 58.73
ded door -1.0 1.06 0.40 -0.42
ded W14 -1.0 1.10 1.50 -1.65
ded W15 -1.0 2.10 1.5 -3.15
VIOLIN & GUITAR DEPT. 1.0 33.16 PL 2.03 67.16
ded door -1.0 1.06 0.40 -0.42
ded W15 -2.0 2.10 1.5 -6.30
EXPERIMENTAL THREATRE & STORE 1.0 56.59 PL 3.65 206.54
ded door -2.0 1.05 0.40 -0.84
INDIAN VOCAL STUDIO 1.0 32.42 PL 3.65 118.33
ded door -1.0 1.05 0.40 -0.42
ded W11 -2.0 1.89 1.50 -5.67
ded W12 -1.0 3.24 2.88 -9.32
ded W10a -1.0 4.43 3.65 -16.17
Page 109 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Stage 1.0 88.74 PL 6.35 563.47
ded wall -1.0 26.55 6.35 -168.56
ded glazing -4.0 2.60 3.32 -34.54
-2.0 0.79 3.32 -5.24
ded opening -2.0 2.00 0.40 -1.60
-2.0 1.50 0.40 -1.20
1099.17
Sqm
First Floor
WESTERN DANCE STUDIO 1.0 37.59 PL 2.03 76.13
ded door -2.0 1.05 0.40 -0.84
INDIAN DANCE STUDIO 1.0 43.86 PL 1.83 80.22
ded door -1.0 1.05 0.40 -0.42
ded W10 -1.0 4.43 1.83 -8.10
146.99
Sqm
100 mm acoustical insulation.
Location : Service Room
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0 Ht.= 2.80 mt
Service room 1.0 28.59 PL 2.80 80.04
ded door -2.0 1.05 2.40 -5.04
Service room 1.0 33.80 PL 2.80 94.63
ded door -1.0 1.05 2.40 -2.52
-4.0 0.63 1.50 -3.78
163.33
Sq m
16 mm thick wooden slats on upper level + 13 mm
thick laminated ply wood on lower level.
Location : MINI- AUDITORIUM
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0 Ht.= 4.53 mt
MINI- AUDITORIUM 1.0 49.18 PL 4.53 222.97
ded door -3.0 1.05 2.40 -7.56
ded W3 -1.0 2.36 1.50 -3.53
ded W20 -1.0 1.87 1.68 -3.13
208.75
Sq m
Location : RECORDING ROOM & STORE
Page 110 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0 Ht.= 4.60 mt
RECORDING ROOM 1.0 17.00 4.60 78.20
L=2*(6.5+2)
ded door -1.0 1.05 2.40 -2.52
ded W3 -1.0 2.36 1.50 -3.53
STORE 1.0 9.75 4.60 44.83
L=2*(3.65+1.223)
ded D4 -1.0 1.05 2.40 -2.52
114.46
Sq m
FALSE CEILING
(600 x 600)mm Mineral fibre ceiling of 0.9 NRC
Location : Band room
Basement Floor
Drg Title : BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Band room 1.0 11.30 10.80 122.04
122.04
Sq m
Mineral fibre ceiling of 0.9 NRC
Location : MINI- AUDITORIUM
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Mini Auditorium 1.0 94.88 Area 94.88
94.88
Sqm
Location : RECORDING ROOM & STORE,
EXPERIMENTAL THREATRE & STORE, WESTERN
VOCAL STUDIO
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
RECORDING ROOM 1.0 6.50 2.00 13.00
STORE 1.0 3.63 1.22 4.44
Page 111 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
17.44
Sq m
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
WESTERN VOCAL STUDIO 1.0 70.44 P-area 70.44
INDIAN VOCAL STUDIO 1.0 61.25 P-area 61.25
EXPERIMENTAL THREATRE & STORE 1.0 178.87 Area 178.87
310.56
Sqm
First Floor
Drg Title :FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
WESTERN DANCE STUDIO 1.0 78.57 P-area 78.57
INDIAN DANCE STUDIO 1.0 106.13 P-area 106.13
TEACHERS ROOM 1.0 47.39 P-area 47.39
232.09
Sq m
Compressed laminated board (wooden texture)
Location : ART GALLERY
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
ART GALLERY 1.0 40.47 Area 40.47
40.47
Sqm
Acoustically treated ceiling as/ specification.
Location : Service room
Basement Floor
Drg Title : BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
Service room 1.0 44.17 Area 44.17
Service room 1.0 57.62 Area 57.62
Page 112 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
101.78
Sq m
Stage false ceiling
Ground Floor
Drg Title :GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Stage + orchestra pit + passage area + Pre stage 1.0 280.70 Area 280.70
ded orchestra pit -1.0 71.67 Area -71.67
209.03
Sq m
Calcium silicate grid ceiling (600 x 600) with painted
surface as/ specifications.
Basement Floor
Drg Title :BASEMENT FLOOR PLAN
Drg No : CPA-AR-202
Drg Date : 18-02.-21Rev - R0
F Toilet 1.0 8.64 Area 8.64
M Toilet 1.0 7.36 Area 7.36
Band & PRACTICE VERANDAH 1.0 66.82 Area 66.82
82.82
Sqm
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Toilet women 1.0 14.30 P-area 14.30
Toilet men 1.0 12.95 P-area 12.95
VIP Toilet 1.0 4.05 P-area 4.05
TOILETS WOMEN 1.0 32.28 P-area 32.28
TOILETS MEN 1.0 34.18 P-area 34.18
Universal toilet 1.0 2.34 1.98 4.62
102.38
Sq m
First Floor
Drg Title : FIRST FLOOR PLAN
Drg No : CPA-AR-205
Drg Date : 18-02.-21Rev - R0
Page 113 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
TOILETS WOMEN 1.0 32.39 P-area 32.39
TOILETS MEN 1.0 33.32 P-area 33.32
TEACHERS TOILET 1.0 4.99 Area 4.99
Universal toilet 1.0 2.34 1.98 4.62
75.31
Sq m
16 mm thick 14-2 Laminated wooden slats backed
with polyster wool
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
Auditorium 1.0 700.54 Area 700.54
700.54
Sqm
Perforated gypsum board +rockwool
Ground Floor
Drg Title : GROUND FLOOR PLAN
Drg No : CPA-AR-203
Drg Date : 18-02.-21Rev - R0
JAZZ & B & DEPT. 1.0 25.06 P-area 25.06
DRUMS ROOM WESTERN DEPT. 1.0 32.76 P-area 32.76
PERSUSSION INDIAN DEPT. 1.0 32.77 P-area 32.77
STRING & OTHER INSTRUMENTS INDIAN DEPT. 1.0 50.32 P-area 50.32
PRACTICE ROOMS 1.0 59.86 P-area 59.86
PIANO/ KEY BOARD WESTERN DEPT. 1.0 50.48 P-area 50.48
VIOLIN & GUITAR DEPT. 1.0 67.87 P-area 67.87
319.12
Sqm
KALZIP ROOF
2.0 36.99 4.50 332.93
2.0 4.23 2.00 16.94
349.86
Sqm
PLYWOOD FALSE CEILING
Page 114 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
BASEMENT FLOOR
BAND PRACTICE VERANDAH / CORRIDOR 1.0 90.65 Area 90.65
90.65
Sqm
GROUND FLOOR
CORRIDOR 1.0 71.61 Area 71.61
1.0 169.71 Area 169.71
241.32
Sqm
FIRST FLOOR
CORRIDOR 1.0 87.26 Area 87.26
1.0 176.55 Area 176.55
263.82
Sqm
MIRROS
BASEMENT
F Toilet 2.0 0.55 0.70 0.77
M Toilet 2.0 0.55 0.70 0.77
1.54
Sqm
GROUND
Toilet 3.0 0.55 0.70 1.16
Toilet men T2 3.0 0.55 0.70 1.16
Toilet 1.0 0.55 0.70 0.39
Toilet women 6.0 0.60 0.91 3.28
Toilet men 3.0 0.60 0.91 1.64
Universal Toilet 1.0 0.55 0.70 0.39
7.99
Sqm
FIRST
Teachers Toilet 1.0 0.60 0.91 0.55
Toilet women 6.0 0.60 0.91 3.28
Toilet men 3.0 0.60 0.91 1.64
Universal Toilet 1.0 0.55 0.70 0.39
Page 115 of 131
F/QS/CIVIL/130-A-MEAS/00
PROJECT : CENTER OF PERFORMING ARTS
VADODARA ARCHITECT : ARCOP ASSOCIATES PVT. LTD.
DATE : 24.03.21 CLIENT : THE LAWRENCE SCHOOL, SANAWAR
PREPARED BY : PRIYANKA, NIKITA CHECKED BY :
SR.NO. PARTICULARS NO. L B D QTY.
5.85
Sqm
Page 116 of 131
VADODARA
DATE : 24.03.21
PREPARED BY : PRIYANKA RANA
SHUTTER AND FRAME
7 JOINERY AND METAL WORK
7.1 LAMINATED FLUSH DOORS + PRESS METAL FRAME :
7.1.1 D1 - Sliding door Universal toilet
Ground Floor 1.00 1.0
1st Floor 1.00 1.0
TOTAL =
7.1.2 D2 WC
Basement Floor 1.00 5.0
Ground Floor 1.00 16.0
1st Floor 1.00 9.0
TOTAL =
7.1.3 D3 Toilet
Basement Floor 1.00 0.0
Ground Floor 1.00 0.0
1st Floor 1.00 0.0
TOTAL =
7.1.4 D4 Teachers room, Store room,
UPS room, VIP lounge, Exp.
TheatreBasement Floor 1.00 1.0
Ground Floor 1.00 9.0
1st Floor 1.00 8.0
TOTAL =
7.1.5 D5 Men & Women toilet
Basement Floor 1.00 2.0
Ground Floor 1.00 4.0
1st Floor 1.00 3.0
TOTAL =
DONGRE PMC PVT. LTD.IMPERIAL HEIGHTS, AKSHAR CHOWK, VADODARA
SR NO. DOOR / WINDOW NOTATIONS LOCATION / FLOOR NO. OF
FLOORS
NOS.
7.1.6 SD1 Shaft door
Basement Floor 1.00 4.0
Ground Floor 1.00 11.0
1st Floor 1.00 12.0
TOTAL =
new SD2 Shaft door
Basement Floor 1.00 1.0
Ground Floor 1.00 1.0
1st Floor 1.00 1.0
TOTAL =
7.1.7 MD1 Staircase
Basement Floor 1.00 0.0
Ground Floor 1.00 0.0
1st Floor 1.00 1.0
Terrace Floor 1.00 3.0
TOTAL =
7.1.8 FD1 AHU room
Basement Floor 1.00 1.0
Ground Floor 1.00 1.0
1st Floor 1.00 1.0
TOTAL =
7.1.8 FD2 Electrical panel room, LV
room, server room, staircase
Basement Floor 1.00 0.0
Ground Floor 1.00 0.0
1st Floor 1.00 0.0
TOTAL =
7.1.9 AD1 Acoustic room
Basement Floor 1.00 1.0
Ground Floor 1.00 25.0
1st Floor 1.00 7.0
TOTAL =
7.1.10 AD2 Band room, Green room,
Auditorium, Projection roomBasement Floor 1.00 3.0
Ground Floor 1.00 7.0
1st Floor 1.00 6.0
TOTAL =
7.1.11 AD3 Corridor, Auditorium
Basement Floor 1.00 0.0
Ground Floor 1.00 2.0
1st Floor 1.00 2.0
TOTAL =
7.1.12 GD1 & GD2 doors Resource center
Basement Floor 1.00 0.0
Ground Floor 1.00 1.0
1st Floor 1.00 1.0
TOTAL =
7.1.13 FHCD1 FHC
Basement Floor 1.00 0.0
Ground Floor 1.00 0.0
1st Floor 1.00 0.0
TOTAL =
7.1.14 FHCD2 FHC
Basement Floor 1.00 0.0
Ground Floor 1.00 0.0
1st Floor 1.00 0.0
TOTAL =
GD2 partition Computer room 1 4.585
Ded. Door -1 1.5
GD1 partition Resorce centre 1 4.985
Ded. Door -1 1.5
PROJECT : CENTER OF PERFORMING ARTSARCHITECT : ARCOP ASSOCIATES PVT. LTD.
CLIENT : THE LAWRENCE SCHOOL, SANAWAR
CHECKED BY :
SHUTTER AND FRAME
TYPE TYPE
1000 2400 60 100 880 2340
1.0
1.0
2.0
750 2400 60 100 630 2340
5.0
16.0
9.0
30.0
1500 2400 60 100 1380 2340
0.0
0.0
0.0
0.0
1000 2400 60 100 880 2340
1.0
9.0
8.0
18.0
1000 2400 60 100 880 2340
2.0
4.0
3.0
9.0
59.00
DONGRE PMC PVT. LTD.IMPERIAL HEIGHTS, AKSHAR CHOWK, VADODARA
JOINERY WORK
TOTAL
NOS.
STRUCTURAL
OPENING SIZE
(mm)
FRAME
SIZE (mm) SIZE (mm)
SHUTTER
600 1500 60 100 600 1500
4.0
11.0
12.0
27.0
1000 1500 60 100 1000 1500
1.0
1.0
1.0
3.0
1500 2400 60 100 1500 2400
0.0
0.0
1.0
3.0
4.0
1000 2400 60 100 1000 2400
1.0
1.0
1.0
3.0
1500 2400 60 100 1500 2400
0.0
0.0
0.0
0.0
1000 2400 60 100 1000 2400
1.0
25.0
7.0
33.0
1500 2400 60 100 1500 2400
3.0
7.0
6.0
16.0
2200 2400 60 100 2200 2400
0.0
2.0
2.0
4.0
1500 2400 60 100 1500 2400
0.0
1.0
1.0
2.0
900 2300 60 100 900 2300
0.0
0.0
0.0
0.0
900 900 60 100 900 900
0.0
0.0
0.0
0.0
5.025 23.0396 25
2.4 -3.6 -4
5.025 25.0496 27
2.4 -3.6 -4
CLIENT : THE LAWRENCE SCHOOL, SANAWAR
SHUTTER AND FRAME
FRAME
(Rmt)
SHUTTER
(Sqm)
SS Butt
hinges
H’
Shaped
Pull
Handle
Flush
Pull
Handle
As /
Approved
H shape Pull
Handle
32x850 ‘H’
shaped SS
304
Lever
Handle
Mortice
cylindrical
dead bolt
with Thumb
turn inside
Pair Pair Pair
5.80 2.06 4 1 1
5.80 2.06 4 1 1
12.00 5.00
27.75 7.37 20 5
88.80 23.59 64 16
49.95 13.27 36 9
167.00 45.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
5.80 2.06 4
52.20 18.53 36
46.40 16.47 32
105.00 38.00
11.60 4.12 8 2
23.20 8.24 16 4
17.40 6.18 12 3
53.00 19.00
337.00 107.00
JOINERY WORK
14.40 3.60 16 4
39.60 9.90 44 11
43.20 10.80 48 12
98.00 25.00
4.00 1.50 4 1
3.60 0.90 4 1
3.60 0.90 4 1
12.00 4.00
0.00 0.00 0 0
0.00 0.00 0 0
6.30 3.60 4 1
18.90 10.80 12 3
26.00 15.00
6.30 3.60 4
6.30 3.60 4
6.30 3.60 4
19.00 11.00
0.00 0.00 0
0.00 0.00 0
0.00 0.00 0
0.00 0.00
5.80 2.40
145.00 60.00
40.60 16.80
192.00 80.00
18.90 10.80
44.10 25.20
37.80 21.60
101.00 58.00
0.00 0.00
14.00 10.56
14.00 10.56
28.00 22.00
0.00 0.00 0
6.30 3.60 2
6.30 3.60 1
13.00 8.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00 148.00 2.00 30.00 7.00 39.00 2.00
Mortice sash
lock (with
thumb turn)
as / specs .
Lock RFID/Card
Reader
Automatic
locking system
with manual
override.
Mortice
cylindrical dead
with both side
keys bolt as /
specs .for metal
doors.
Allen key
lock as /
specs
Door
Buffer
Kick Plate
1100 x 300
mm SS304
plate
Grab Bar
900 mm
wide
1 1 1
1 1 1
5 5
16 16
9 9
1
9
8
2 2
4 4
3 3
4
11
12
1
1
1
0
0
1
3
39.00 18.00 4.00 30.00 41.00 2.00 2.00
kg
10
kg
Tower
Bolt
(Top)
150mm
long
Tower
Bolt
(Top)
450mm
long
Door
Closer
EN 1154
with hold
open
feature.
Door
Closer
Dorma
TS 73 EN
2-4 Door
Closer
Panic
Exit
Device
Door seal
7 x 9 mm
size
Patch
Fitting for
Glass
door
5
16
9
1 1
9 9
8 8
2
4
3
1 1 1
1 1 1
1 1 1
0 0 0
0 0 0
0 0 0
0
1
2
30.00 18.00 27.00 3.00 3.00 3.00 3.00