tender for construction of performance arts …

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

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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

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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

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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

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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

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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

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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

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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

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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

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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.

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TOTAL OF WOOD AND PVC WORK

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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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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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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



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


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)


13.4 NDSR Stage flooring

Supply and installation of 79mm high, hard wooden flooring on stage Sqmt 210


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







Cavity Filling


GSM and 50mm thick

Boarding

17mm thick micro perforated wood having 2mm perforation and 8mm pitch is fixed on

the frame work.

Finishing



the colour of the board/panel. The finishing of board is of veneer finish.

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Note -



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)







Cavity Filling


GSM and 50mm thick

Boarding

16mm thick laminated wooden slats is fixed on the frame work.

Finishing



the colour of the board/panel. The finishing of board is of laminate finish.

Note -



13.7 NDSR Reflective false ceiling Sqmt 565



per architect design) (LOWER REACHES)







Cavity Filling


GSM and 50mm thick

Boarding


Finishing

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C. PROSCENIUM

13.8 NDSR Supply and installation of wooden proscenium in front of stage Sqmt 5


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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Reaction to fire as per EN 13501-1 : Bfl-s1

Note -1. Vendors to submit all test certificates (Fire)


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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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


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


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Cavity Filling


GSM and 50mm thick

Boarding

16mm thick laminated wooden slats is fixed on the frame work.

Finishing



the colour of the board/panel. The finishing of board is of laminate finish.

Note -



LOWER REACHES



per architect design)

Sqmt 162







Cavity Filling


GSM and 50mm thick

Boarding


Finishing






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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

of 131

F/QS/100-D/00


DRAFT

SR. NO. CPWD 2018

REF.


13.14 NDSR Supply and installation of 13mm thick laminated plywood (12mm thick plywood and

1mm thick laminat)

Sqm 5







Cavity Filling


GSM and 50mm thick

Boarding


Finishing






Note -



TOTAL OF ACOUSTICS WORK

of 131

F/QS/100-D/00


DRAFT

SR. NO. CPWD 2018

REF.


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

of 131

F/QS/100-D/00


DRAFT

SR. NO. CPWD 2018

REF.


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

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


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


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


TEL: (0265) 2980133,134

SUMMARY

of 131


4.3 Duct PlasterBasement Floor Sqm 132.15 1.00 132.15


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


5.1 Chemical waterproofingBasement Floor Sqm 49.55 1.00 49.55


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


1st Floor Sqm 117.06 1.00 117.06

Total Sqm 214.67 215.00

Double glazed Window



1st Floor Sqm 221.68 1.00 221.68

Total Sqm 448.95 449.00

Openable Window kg 1327.25 1328.00

of 131


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


First Floor Sqm 200.37 1.00 200.37

Total Sqm 911.38 912.00

100mm high Engineered Wood skirting



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



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




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

of 131


18mm thick 300mm wide polished granite Treads

Location : StaircaseBasement Floor Rmt 36.47 1.00 36.47


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


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



Total Sqm 71.42 72.00

18mm thick polished granite inclined skirting

Location : StaircaseBasement Floor Sqm 0.62 1.00 0.62



Total Sqm 13.66 14.00

18mm thick 150mm wide polished granite Risers

Location : StaircaseBasement Floor Sqm 6.69 1.00 6.69



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


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


Total Sqm 90.48 91.00

50 mm thick Polished granite stone Coping

Location Ramp wall, staircase pardi

of 131





Total Sqm 155.87 156.00

Carpet/ flotex flooring as/ specs

Location : AuditoriumBasement 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



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



Total Sqm 230.37 231.00

100 mm acoustical insulation.

Location : Service RoomBasement Floor Sqm 163.33 1.00 163.33



Total Sqm 163.33 164.00

Mico perforated wood backed with polyster wool

Location : AuditoriumBasement 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




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.

of 131


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


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



Total Sqm 208.75 209.00

Location : RECORDING ROOM & STOREBasement Floor Sqm 114.46 1.00 114.46



Total Sqm 114.46 115.00

FALSE CEILING

(600 x 600)mm Mineral fibre ceiling of 0.9 NRC




Total Sqm 122.04 123.00

Mineral fibre ceiling of 0.9 NRC

Location : MINI- AUDITORIUMBasement 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


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

of 131


Compressed laminated board (wooden texture)

Location : ART GALLERYBasement 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


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



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



Total Sqm 700.54 701.00

Perforated gypsum board +rockwool




Total Sqm 319.12 320.00

PLYWOOD FALSE CEILING



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


First Floor Rmt 17.35 1.00 17.35

Total Rmt 40.88 41.00

MIRRORBasement Floor Sqm 1.54 1.00 1.54


of 131



Total Sqm 15.38 16.00

of 131


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 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 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


ded of door -1.0 1.50 0.23 2.40 -0.83


ded of door -4.0 0.60 0.23 1.50 -0.83


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


TEL: (0265) 2980133,134

MEASUREMENTS

of 131







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




ded of door -2.0 1.00 0.23 2.40 -1.10




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



ded of door -1.0 1.00 0.23 2.40 -0.55



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

of 131







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 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


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

of 131








inclined wall at practice room 2.0 7.80 0.23 4.03 14.44



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


1.0 1.47 0.23 4.03 1.36


ded of door -2.0 1.00 0.23 2.40 -1.10


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


ded of door -1.0 2.20 0.23 2.40 -1.21


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



ded of column -1.0 0.60 0.23 5.65 -0.78


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


ded of door -1.0 0.75 0.23 2.40 -0.41



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



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 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

of 131







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


ded of door -2.0 1.05 0.23 2.40 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

of 131








ded of door -1.0 1.00 0.23 2.40 -0.55


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


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



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

of 131











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 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


1.0 0.35 0.23 5.45 0.43

1.0 0.72 0.23 5.45 0.90


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


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 No : not given

Drg Date : 17-12-2020Rev - R0

Inclined wall at toilet 1.0 4.04 3.35 13.53



ded of door -1.0 0.75 2.40 -1.80


ded of door -2.0 0.75 2.40 -3.60


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

of 131







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


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 No : not given

Drg Date : 17-12-2020Rev - R0



ded of door -6.0 0.75 2.40 -10.80



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


ded of door -2.0 0.75 2.40 -3.60



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




inclined wall at toilet 3.0 1.50 5.65 25.43


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

of 131







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 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

of 131







Basement Floor


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


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


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

of 131







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 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


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

of 131







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

of 131







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



238.31

Cum

First Floor


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

of 131








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


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


ded of column -1.0 0.60 0.23 5.45 -0.75


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


681.67

Sqm

of 131







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


48.61

Cum

3.3.2 Single side finish

Basement Floor


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 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


ded of door D4 -1.0 1.00 0.38 2.40 -0.91

of 131







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 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

of 131







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 No : not given

Drg Date : 17-12-2020Rev - R0


ded of door SD1 -4.0 0.60 1.50 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 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


ded of door -1.0 1.50 2.40 -3.60


ded of door -4.0 0.60 1.50 -3.60


115mm thick Brick wall




ded of door -1.0 0.75 2.40 -1.80

of 131








ded of door -2.0 0.75 2.40 -3.60



Inclined wall at toilet (ledge wall) 1.0 2.98 1.20 3.57


ded of door AD1 -1.0 1.00 2.40 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 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


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




ded of door -2.0 1.00 2.40 -4.80




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

of 131







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



ded of door -1.0 1.00 2.40 -2.40



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

of 131








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 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


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


inclined wall at practice room 2.0 7.80 4.03 62.79



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


1.0 1.47 4.03 5.93


ded of door -2.0 1.00 2.40 -4.80


inclined wall at corridor 1.0 15.11 5.65 85.39

ded of column -4.0 0.60 5.65 -13.56


ded of door -1.0 2.20 2.40 -5.28


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



ded of column -1.0 0.60 5.65 -3.39

of 131








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


ded of door -1.0 0.75 2.40 -1.80



ded of door -1.0 1.00 2.40 -2.40


ded of door -1.0 1.05 2.40 -2.52



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 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




ded of door -6.0 0.75 2.40 -10.80



ded of door -3.0 0.75 2.40 -5.40

of 131







150 Inclined wall at toilet 1.0 0.95 5.65 5.37




ded of door -2.0 0.75 2.40 -3.60



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







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


4796.60

Sqm

First Floor


of 131







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


ded of door -1.0 0.60 1.50 -0.90


ded of door -2.0 1.05 2.40 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


ded of door -1.0 1.00 2.40 -2.40


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

of 131







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



1.0 2.10 5.45 11.45

inclined wall at resource center 1.0 4.68 5.45 25.52





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 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


1.0 0.35 5.45 1.89

1.0 0.72 5.45 3.90

of 131








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


3.0 0.90 5.45 14.72

ded of door -4.0 0.60 1.50 -3.60


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


2125.85

Sqm

4.2 Ceiling Plaster

Basement Floor


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

of 131







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


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


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

of 131







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 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



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


CONTROL/ INTERPRETATION ROOM 1.0 4.49 Area 4.49




Staircase 01


1st & 2nd Flight 2.0 2.75 2.00 11.01

Staircase 02


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

of 131







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


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 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


ded of door -0.5 0.60 1.50 -0.45


ded of door -0.5 0.60 1.50 -0.45


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


ded of door -1.5 0.60 1.50 -1.35

of 131







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


ded of door -0.5 0.60 1.50 -0.45


ded of door -0.5 0.60 1.50 -0.45


ded of door -0.5 0.60


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


5.1 Chemical waterproofing

Basement Floor


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

of 131







49.55

Sqm

Ground Floor


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


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 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


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

of 131







5.2 Box type waterproofing

5.2.1 On Floor

Basement Floor


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 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



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

of 131







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

of 131







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 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 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


add door sill 1.0 1.04 0.38 0.40


add door sill 1.0 1.04 0.38 0.40


add door sill 1.0 1.05 0.38 0.40


add door sill 1.0 1.50 0.40 0.60


of 131







add door sill 1.0 1.06 0.40 0.42


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


add door sill 1.0 1.05 0.23 0.24


add door sill 1.0 1.05 0.23 0.24

588.08

Sqm

First Floor


Drg No : CPA-AR-205

Drg Date : 18-02.-21Rev - R0


add door sill 1.0 1.04 0.38 0.40


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


Basement Floor


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)

of 131







ded door -2.0 1.50 -3.00

-2.0 1.05 -2.10

39.10

Sq m

Ground Floor


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 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

of 131







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 No : CPA-AR-203

Drg Date : 18-02.-21Rev - R0


add door sill 1.0 0.75 0.23 0.17


add door sill 1.0 1.50 0.23 0.35


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 No : CPA-AR-205

Drg Date : 18-02.-21Rev - R0

of 131








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 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 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


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

of 131







Sqm

First Floor


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


VERANDAH, Staircase

Basement Floor


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


add door sill 1.0 1.00 0.23 0.23


add door sill 1.0 1.00 0.23 0.23

207.37

Sq m

Ground Floor


Drg No : CPA-AR-203

Drg Date : 18-02.-21

of 131







Rev - R0

Staircase 01

Floor landing 1.0 35.78 Area 35.78


Staircase 02


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


add door sill 1.0 1.05 0.23 0.24


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


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


add door sill 1.0 1.05 0.23 0.24


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

of 131







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


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 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


add door sill 1.0 1.05 0.38 0.40


add door sill 1.0 1.05 0.38 0.40


add door sill 1.0 1.05 0.38 0.40


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


of 131







add door sill 1.0 1.05 0.23 0.24


add door sill 1.0 1.05 0.23 0.24


add door sill 1.0 1.05 0.23 0.24


add door sill 1.0 1.05 0.23 0.24



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


VERANDAH

Basement Floor


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

of 131








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

of 131







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 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 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

of 131







Ground Floor


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 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


Basement Floor


Drg No : CPA-AR-202

Drg Date : 18-02.-21Rev - R0

Staircase 03

1st & 2nd Flight 18.0 2.03 36.47

of 131







36.47

Rmt

Ground Floor


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 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

of 131







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


Basement Floor


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 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

of 131







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 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

of 131







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 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 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

of 131







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


L=2.34+1.975

208.89

Sqm

First Floor


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

of 131







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


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

of 131







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 No : CPA-AR-203

Drg Date : 18-02.-21Rev - R0


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

of 131








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


Ground Floor


of 131







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


Ground Floor


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.


Basement Floor


Drg No : CPA-AR-202


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 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

of 131







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 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


ded door -1.0 1.04 2.00 -2.08

ded W15 -1.0 2.10 1.5 -3.15


ded door -1.0 1.04 2.00 -2.08

ded W15 -1.0 2.10 1.5 -3.15


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


ded door -1.0 1.50 2.00 -3.00

ded W14 -2.0 1.10 1.50 -3.30


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


ded door -1.0 1.06 2.00 -2.12

ded W15 -2.0 2.10 1.5 -6.30


ded door -2.0 1.05 2.00 -4.20


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

of 131







First Floor


ded door -2.0 1.05 2.00 -4.20

ded W17 -1.0 2.73 1.20 -3.27


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 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


ded door -1.0 1.04 0.40 -0.42

ded W15 -1.0 2.10 1.5 -3.15


ded door -1.0 1.04 0.40 -0.42

ded W15 -1.0 2.10 1.5 -3.15


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


ded door -1.0 1.50 0.40 -0.60

ded W14 -2.0 1.10 1.50 -3.30


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


ded door -1.0 1.06 0.40 -0.42

ded W15 -2.0 2.10 1.5 -6.30


ded door -2.0 1.05 0.40 -0.84


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

of 131







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


ded door -2.0 1.05 0.40 -0.84


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 No : CPA-AR-202


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 No : CPA-AR-203


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

of 131







Basement Floor


Drg No : CPA-AR-202


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


Basement Floor


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 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 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

of 131







17.44

Sq m

Ground Floor


Drg No : CPA-AR-203

Drg Date : 18-02.-21Rev - R0



EXPERIMENTAL THREATRE & STORE 1.0 178.87 Area 178.87

310.56

Sqm

First Floor


Drg No : CPA-AR-205

Drg Date : 18-02.-21Rev - R0



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 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 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

of 131







101.78

Sq m

Stage false ceiling

Ground Floor


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 No : CPA-AR-202

Drg Date : 18-02.-21Rev - R0



Band & PRACTICE VERANDAH 1.0 66.82 Area 66.82

82.82

Sqm

Ground Floor


Drg No : CPA-AR-203

Drg Date : 18-02.-21Rev - R0







102.38

Sq m

First Floor


Drg No : CPA-AR-205

Drg Date : 18-02.-21Rev - R0

of 131











75.31

Sq m

16 mm thick 14-2 Laminated wooden slats backed

with polyster wool

Ground Floor


Drg No : CPA-AR-203

Drg Date : 18-02.-21Rev - R0


700.54

Sqm

Perforated gypsum board +rockwool

Ground Floor


Drg No : CPA-AR-203

Drg Date : 18-02.-21Rev - R0

JAZZ & B & DEPT. 1.0 25.06 P-area 25.06







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

of 131







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

of 131







5.85

Sqm

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


1st Floor 1.00 9.0

TOTAL =

7.1.3 D3 Toilet



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


1st Floor 1.00 8.0

TOTAL =

7.1.5 D5 Men & Women toilet



1st Floor 1.00 3.0

TOTAL =


SR NO. DOOR / WINDOW NOTATIONS LOCATION / FLOOR NO. OF

FLOORS

NOS.

7.1.6 SD1 Shaft door



1st Floor 1.00 12.0

TOTAL =

new SD2 Shaft door



1st Floor 1.00 1.0

TOTAL =

7.1.7 MD1 Staircase



1st Floor 1.00 1.0

Terrace Floor 1.00 3.0

TOTAL =

7.1.8 FD1 AHU room



1st Floor 1.00 1.0

TOTAL =

7.1.8 FD2 Electrical panel room, LV

room, server room, staircase



1st Floor 1.00 0.0

TOTAL =

7.1.9 AD1 Acoustic room



1st Floor 1.00 7.0

TOTAL =

7.1.10 AD2 Band room, Green room,

Auditorium, Projection roomBasement Floor 1.00 3.0


1st Floor 1.00 6.0

TOTAL =

7.1.11 AD3 Corridor, Auditorium



1st Floor 1.00 2.0

TOTAL =

7.1.12 GD1 & GD2 doors Resource center



1st Floor 1.00 1.0

TOTAL =

7.1.13 FHCD1 FHC



1st Floor 1.00 0.0

TOTAL =

7.1.14 FHCD2 FHC



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


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

tender for construction of performance arts …

Documents