bill of quantity - iim...

IIM

BILL OF QUANTITY

(STAFF RESIDENTIAL BLOCK)

TENDER DOCUMENT VOLUME III

IIM KASHIPUR BILL OF QUANTITY STAFF

IN FIGURES IN WORDS

1 CIVIL WORK FOR BUILDING -

2 ELECTRICAL WORK -

3PUBLIC HEALTH ENGINEERING

WORKS (PLUMBING)-

4 HVAC WORK -

TOTAL -

SUMMARY COST

S. NO. PARTICULARS AMOUNT (Rs.)

SUMMARY OF COST 1 of 70

IIM KASHIPUR BILL OF QUANTITYSTAFF

REF CODE

DSR -2014

In Figure In word

1.0 1.0 CARRIAGE OF MATERIAL -

2.0 2.0 EARTH WORK -

3.0 4.0 CONCRETE WORK -

4.0 5.0 REINFORCEMENT CEMENT CONCRETE WORK -

5.0 6.0 BRICK WORK -

6.0 7.0 STONE WORK :- -

7.0 8.0 MARBLE & GRANITE WORK:-

8.0 9.0 WOOD & PVC WORK -

9.0 10.0 STEEL WORK -

10.0 11.0 FLOORING WORK -

11.0 12.0 ROOFING -

12.0 13.0 FINISHING WORKS -

13.0 21.0 ALUMINIUM WORK -

14.0 22.0 WATERPROOFING WORK -

15.0 0.0 MISCELLANEOUS CIVIL WORK ITEMS -

TOTAL -

DESCRIPTIONSR.

NO.

COST SUMMARY: CIVIL WORKS

Total Amount

CIVIL BOQ 2 of 70


DSR -2014

1.0 1.0 CARRIAGE OF MATERIAL

1.1 1.0 Carriage of materials by mechanical transport :

Extra for Carting away surplus excavated earth / rock (beyond initial

lead of 50m) to approved designated locations within IIM Kashipur

Campus, leads as mentioned below using mechanical equipments.

A) Earth :

1.1.1DERIVED from

DSR 1.1.2

i) Beyond 0.05 Kms and upto 0.50 Kms

Cum 6589

1.1.2DERIVED from

DSR 1.1.2

ii) Beyond 0.5 Kms and upto 1.0 Kms

Cum 6589

1.1.3DERIVED from

DSR 1.1.2

iii) Beyond 1.0 kms and upto 1.50 kms

Cum 6589

Total Carried Over to Summary

2.0 2.0 EARTH WORK

2.1 2.1

Earth work in surface excavation not exceeding 30 cm in depth but

exceeding 1.5 m in width as well as 10 sqm on plan including

disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed

soil to be levelled and neatly dressed.

2.1.1 2.1.1 All kinds of soil 100 sqm 40

2.2 2.6

Earth work in excavation by mechanical means (Hydraulic excavator)

/ manual means over areas (exceeding 30cm in depth. 1.5m in width

as well as 10 sqm on plan) including disposal of excavated earth,

lead up to 50m and lift up to 1.5m, disposed earth to be levelled and

neatly dressed.

2.2.1 2.6.1 All kinds of soil Cum 24714

2.3 2.8

Earth work in excavation by mechanical means (Hydraulic excavator)

/ manual means in foundation trenches or drains (not exceeding 1.5

m in width or 10 sqm on plan) including dressing of sides and

ramming of bottoms, lift up to 1.5 m, including getting out the

excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m.

2.3.1 2.8.1 All kinds of soil Cum 50

2.4 2.25

Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth,

consolidating each deposited layer by ramming and watering, carting

the available excavated earth by mechanical means from below

mentioned leads and lift upto 1.5m. (Quoted rate to include cost of

compaction to achieve at least 95% Proctor Density of refilled

excavated earth.) Cum 22308

2.5 2.26Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked materials.

2.5.1 2.26.1 All kinds of soil.

2.5.1.1 1.50 to 3.00 metre 1st lift Cum 5590

2.5.1.2 3.00 to 4.50 metre 2nd lift Cum 5480

2.5.1.3 4.50 to 6.00 metre 3rd lift Cum 5370

2.5.1.4 6.00 to 7.50 metre 4th lift Cum 1756

S.NO.

Rate (Rs.)

QTY.

In Figure In Word

Amount UNITREF CODE

ITEM DESCRIPTION

CIVIL BOQ 3 of 70


DSR -2014

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In Figure In Word

Amount UNITREF CODE

ITEM DESCRIPTION

2.6 2.27

Supplying and filling in plinth with clean river sand under floors

including, watering, ramming consolidating and dressing complete.

Cum 100

2.7 2.28

Surface dressing of the ground including removing vegetation and in-

equalities not exceeding 15 cm deep and disposal of rubbish, lead

upto 50 m and lift upto 1.5 m.

2.7.1 2.28.1 All kinds of soil. 100sqm 40

2.8 2.31

Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth upto 30 cm measured at a height of

1 m above ground level and removal of rubbish upto a distance of 50

m outside the periphery of the area cleared. 100sqm 40

2.9 2.36 Deduct for disposed soil not levelled and neatly dressed Cum

2.10

Derived Item of

2.34.1+2.35.2+

2.53.3

Supplying & injecting chemical emulsion (Chlorpyriphos/ Lindane

emulsifiable concentrate of 20% in sealed containers) including

Diluting and injecting chemical emulsion for POST -

CONSTRUCTIONAL anti-termite treatment as directed by Engineer-

In-Chnarge.

2.10.1Derived Item of

2.34.1+2.35.2

Along the external wall below concrete or masonry apron using

chemical emulsion @ 2.25 liters per linear meter including drilling and

plugging holes etc.

2.10.1.1 2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. Metre 812

2.10.2Derived Item of

2.34.1+2.53.3

Treatment of soil under existing floors using chemical emulsion @

one litre per hole, 300 mm apart including drilling 12 mm diameter

holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse

sand) to match the existing floor :

2.10.2.2 2.53.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 2420

2.11 Non DSR

Providing, installation, operations and maintenance of dewatering

system as required to lower and control water level during

construction of foundation activities and dispose of pumped water to

back side rivulet. The water level shall be drawn down a minimum 1.0

m below the bottom of excavation till completion of back filling in the

foundation or as instruction of EIC. Including deployment of all

required equipments like pumps,DG and concerned accessories

along with technical persons, manpower and operators. Payment

shall be made for a period of 60 days from start of dewatering as per

meter reading KWh only.

KWh 130000


3.0 4.0 CONCRETE WORK

CEMENT CONCRETE (CAST IN- SITU)

3.1 4.1

Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to plinth

level :

3.1.1 4.1.51:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm

nominal size). Cum 50

3.1.2 4.1.81:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40

mm nominal size) Cum 260

3.2 4.2

Providing and laying cement concrete for retaining walls, return walls,

walls (any thickness) including attached pilasters, columns, piers,

abutments, pillars, posts, struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window sills,

fillets, sunken floor,etc., up to floor five level, excluding the cost of

centering, shuttering and finishing :

3.2.1 4.2.3P.C.C. 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate

20 mm nominal size) Cum 46

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DSR -2014

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ITEM DESCRIPTION

3.3 4.3Centering and shuttering including strutting, propping etc. and

removal of form work for :

3.3.1 4.3.1 Foundations, footings, bases for columns. Sqm 86

DAMP- PROOF COURSE

3.4 4.10

Providing and laying damp-proof course 40mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

12.5mm nominal size). Sqm 276

3.5 4.12

Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacturers

specification.

per 50 Kg

cement 72

3.6 4.13

Applying a coat of residual petroleum bitumen of grade of VG-10 of

approved quality using 1.7kg per square metre on damp proof

course after cleaning the surface with brushes and finally with a piece

of cloth lightly soaked in kerosene oil. Sqm 276

3.7 4.17

Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal

size) over 75mm thick bed of dry brick ballast 40 mm nominal size,

well rammed and consolidated and grouted with fine sand including

finishing the top smooth Sqm 352

3.8 4.20

Providing and laying in position ready mixed plain cement concrete,

with cement content as per approved design mix and manufactured

in fully automatic batching plant and transported to site of work in

transit mixer for all leads, having continuous agitated mixer,

manufactured as per mix design of specified grade for plain cement

concrete work, including pumping of R.M.C./B.M.C. from transit

mixer to site of laying and curing, excluding the cost of centering,

shuttering and finishing, including cost of curing, admixtures in

recommended proportions as per IS : 9103 to accelerate/ retard

setting of concrete, improve workability without impairing strength

and durability as per direction of the Engineer in Charge. Note : 1)

Excess/less cement used than specified in this item is payable/

recoverable separately.

3.8.1 4.20.1 All works up to plinth level.

3.8.1.1 4.20.1.2M-10 grade plain cement concrete (cement content considered @

220 kg/cum). Cum 30

3.8.2 4.20.2 All works above plinth and up to floor V level.

3.8.2.1 4.20.2.2M-10 grade plain cement concrete (cement content considered @

220 kg/cum). Cum 400


4.0 5.0 REINFORCEMENT CEMENT CONCRETE WORK

FORM WORK

4.1 5.9Centering and shuttering including strutting, propping etc. and

removal of form for :

4.1.1 5.9.1Foundations, footings, bases of columns, etc. for mass concrete.

Sqm 550

4.1.2 5.9.3Suspended floors, roofs, landings, balconies and access platform.

Sqm 5154

4.1.3 5.9.4 Shelves (Cast in situ) Sqm 100

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ITEM DESCRIPTION

4.1.4 5.9.5Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Sqm 8312

4.1.5 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 6856

4.1.6 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 396

STEEL REINFORCEMENT

4.2 5.22

Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level

4.2.1 5.22.6Thermo-Mechanically Treated bars Fe - 500

Kg 197960

4.3 5.22A

Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth

level.

4.3.1 5.22A.6Thermo-Mechanically Treated bars Fe - 500

Kg 231210

DESIGN MIX CONCRETE

4.4 5.40

Providing and laying in position ready mixed M-25 grade concrete for

reinforced cement concrete work, using fly ash and cement content

as per approved design mix and manufactured in fully automatic

batching plant and transported to site of work in transit mixer for all

leads, having continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete work,

including pumping of R.M.C. from transit mixer to site of laying,

excluding the cost of centering, shuttering, finishing and

reinforcement, including cost of admixtures in recommended

proportions as per IS : 9103 to accelerate / retard setting of

concrete, improve workability without impairing strength and durability

as per direction of the Engineer - in - charge.

NOTE- 1) Cement content considered in this item is @ 330 kg/cum.

Excess/ less cement used as per design mix is payable/ recoverable

separately.

2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as

part replacement of OPC as per IS 456. Uniform blending with

cement to be ensured in accordance with clauses 5.2 and 5.2.1 of

IS:456 -2000 in the items of BMC and RMC.

3) The above item shall be used judiciously where specified quality of

Fly Ash is available for mixing in concrete. Also, the guidelines issued

by CDO, CPWD, vide circular no. CDO/SE(RR)/Fly Ash Main)/102

dated 9th April 2009 shall be followed in such cases.

4.4.1 5.40.1 All works up to Plinth level. Cum 2388

4.4.2 5.40.2 All works above plinth & up to floor V level. Cum 1734

4.5 5.34 Extra for providing richer mixes at all floor levels.

Note:- Excess/less cement over the specified cement content used is

payable /recoverable separately.

4.5.1 5.34.1

Providing M-30 grade concrete instead of M-25 grade BMC/RMC.

(Note:- Cement content considered in M-30 is @ 340 kg/cum).

Cum 546

4.6 5.35Add for using extra cement in the items of design mix over and

above the specified cement content therein.

( Note: Deduction will be made for consumption of less cemet as per

mix design, at the same rate) Quintal 100

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DSR -2014

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ITEM DESCRIPTION

4.7 Non DSR

Supply, hoisting, installation and fixing of precast form finished Self

compacting reinforced cement concrete walls, arch, lintel, cill,

copping etc at all floor levels & heights as per particular

specifications of SCC, of sizes as specified in drawings with M30

grade of concrete, having consistent texture and colour as approved

by Engineer-In-Charge, including manufacturing of panels using tilting

tables of approved manufacturers having single large plate of steel of

grade EN52, having arrangement for connections with cast-in-situ

concrete structure or special steel frame to support the panels using

ribbed M.S. Sleeves of approved size, anchor bolts, fasteners,

clamps, filling the structural joint with non-shrink non metallic grout,

and filling the gaps between two precast panels & Cast-In-Situ

structure with poly-sulphide sealant, all above of approved make,

storage, handling, transportation, aligning and erection complete for

all floor levels but excluding the cost of reinforcement, including all

necessary fixing arrangement etc complete as per drawing. The

agency shall prepare shop drawing and provide structural

calculations for the fixing arrangement and get it approved by Cum 290

4.8 Non DSR

Supply, hoisting, installation and fixing of precast Shot blasted form

finished Self compacting reinforced cement concrete walls, arch,

lintel, cill, copping etc at all floor levels & heights as per particular

specifications of SCC, of sizes as specified in drawings with M30

grade of concrete, having consistent texture and colour as approved

by Engineer-In-Charge, including manufacturing of panels using tilting

tables of approved manufacturers having single large plate of steel of

grade EN52, having arrangement for connections with cast-in-situ

concrete structure or special steel frame to support the panels using

ribbed M.S. Sleeves of approved size, anchor bolts, fasteners,

clamps, filling the structural joint with non-shrink non metallic grout,

and filling the gaps between two precast panels & Cast-In-Situ

structure with poly-sulphide sealant, all above of approved make,

storage, handling, transportation, aligning and erection complete for

all floor levels but excluding the cost of reinforcement, including all

necessary fixing arrangement etc complete as per drawing. The

agency shall prepare shop drawing and provide structural

calculations for the fixing arrangement and get it approved by Cum 122

4.9 Derive Item

Extra for providing and mixing pigment of approved shade in

proportion recommended by the manufacturers etc complete as

directed by Engineer-In-Charge Kg 100


5.0 6.0 BRICK WORK

5.1 6.1Brick work with common burnt clay F.P.S.(non modular) bricks of

class designation 7.5 in foundation and plinth in:

5.1.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 662

5.2 6.4

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 :

5.2.1 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 50

HALF BRICK MASONRY

5.3 6.13Half brick masonry with F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in:

5.3.1 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) Sqm 100

5.4 6.15Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars

at every third course of half brick masonry Sqm 100

5.5Derived for

6.15

Deduct for not providing and placing in position 2 Nos. 6mm dia. M.S.

bars at every third course of 200mm thick AAC block works /brick

masonry Sqm -3364

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DSR -2014

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ITEM DESCRIPTION

EXPOSED BRICK WORK

5.6 6.26

Brick work with common burnt clay selected F.P.S. (non modular)

bricks of class designation 7.5 in exposed brick work including

making horizontal and vertical grooves 10 mm wide 12 mm deep

complete in cement mortar 1:6 (1 cement : 6 coarse sand)

5.6.1 6.26.1 From ground level upto plinth level Cum 86

5.6.2 6.26.2 Above plinth level upto floor V level Cum 1684

5.7 6.28

Brick work with common burnt clay machine moulded modular bricks

of class designation 12.5 in exposed brick work including making

horizontal and vertical grooves 10 mm wide 12 mm deep complete in

cement mortar 1:6 (1 cement : 6 coarse sand).

5.7.1 6.28.1 From ground level upto plinth level Cum 50

5.7.2 6.28.2 Above plinth level upto floor V level Cum 500

5.8 6.38

Providing and laying autoclved aerated cement blocks masonry with

AAC block in superstructure above plinth level up to V level in

cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes

providing and placing in position 2 NOS. 6mm dia M.S bars at every

third course of masonry works Cum 1364


6.0 7.0 STONE WORK

6.1 Non DSR

Providing and Fixing prepolished stone cladding/ dado/

bands/architraves/ strips/ cills/ soffits/ jambs in specified sizes as per

drawing laid with 20 mm avg. thickness of cement mortar 1:3

(1cement : 3 coarse sand) wet cladding. The item includes providing

and fixing stainless steel cramp of adequate size & design fixed in

cladding as per design cutting pockets in brick work & fixing with non

shrink grouting material, pins, dash fastener of approved make and

fixing grit on back of stone with araldite etc including filling the joints

with white cement with matching pigment, chamfering, making

grooves, pointing, edge polishing etc wherever required, scaffolding,

curing etc. complete as per drawing.

6.1.1 18mm thick Granite Stone Sqm 50


7.0 8.0 MARBLE & GRANITE WORK

7.1 8.2

Providing and fixing gang saw cut, machine cut premoulded granite

stone for flooring, coping , landscaping, kitchen platforms , vanity

counters, window sills, facias and similar location, stone of required

size of approved shade, colour and texture laid over 20mm 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 etc. complete at all levels, as per

sample approved by Engineer in-charge.

7.1.1 8.2.2 Granite of any colour and shade.

7.1.1.1 8.2.2.1 Area of slab upto 0.50 sqm Sqm 20

7.1.1.2 8.2.2.2 Area of slab over 0.50 sqm Sqm 106

7.2 8.3

Extra for providing edge moulding to 18mm thick marble/Granite

stone counters, vanities etc. including machine polishing to edge to

give high gloss finish etc. complete as per design approved by

Engineer-In-Charge.

7.2.1 8.3.2 Granite Work Metre 196

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ITEM DESCRIPTION

7.3 8.4

Extra for fixing marble/ granite stone over and above corresponding

in facia and drops of width upto 150mm with epoxy resin based

adhesive including cleaning etc complete. Metre 196

7.4 8.5

Extra for providing opening of required size & shape for wash basins

/ kitchen sink in kitchen platform, vanity counters and similar location

in marble / Granite / stone work including necessary holes for pillar

taps etc. including rubbing and polishing of cut edges etc. complete.

Each 30


8.0 9.0 WOOD & PVC WORK

8.1

Derive from

DSR Item No.

9.21.1+9.23+9.

127.2+9.37

Providing and fixing factory made 39 mm thick laminated flush door

shutter made of 35mm thick ISI marked flush door shutters non-

decorative type, core of block board construction with frame of 1st

class hard wood and well matched commercial 3 ply veneering with

vertical grains or cross bands and face veneers on both faces

of shutters having 1 mm thick decorative type laminates in matt

finish, colour, shade, pattern as approved by Engineer-in- charge on

inner faces of shutter and outer faces 4 mm thick decorative type

veneer finish, colour, shade, pattern as approved fixed with phenol

formaldehyde synthetic resin type adhesive conforming to IS 848

including providing and fixing external lipping with 2nd class teak

wood battens, exposed (37mm x 12mm) / concealed (35mm x

12mm) on all edges of door shutter as required with polishing on

three exposed faces of lipping with melamine polish in approved

shade including fixing shutters with ISI marked stainless steel butt

hinges of 100x75x3mm with required number of stainless steel screw

etc complete as per relevant drawings and as directed by Engineer-

in-charge. The rate includes cost of all materials like laminated door

shutter ,ss hinges , teak wood lipping,adhesives, melamine polish Sqm 134

8.2

Derive from

DSR Item No.

9.21.2+9.23+9.

37

Providing and fixing 38mm thick Veneer flush door shutter made of

30mm thick ISI marked flush door shutters non-decorative type, core

of block board construction with frame of 1st class hard wood and

well matched commercial 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters having

4 mm thick decorative type veneer finish, colour, shade, pattern as

approved by Engineer-in- charge on both faces of shutter fixed

with phenol formaldehyde synthetic resin type adhesive conforming

to IS 848 including providing and fixing external lipping with 2nd class

teak wood battens, exposed (37mm x 12mm) / concealed (35mm x

12mm) on all edges of door shutter as required with polishing on

three exposed faces of lipping with melamine polish in approved

shade including fixing shutters with ISI marked stainless steel butt

hinges of 100x75x3mm with required number of stainless steel screw

etc complete as per relevant drawings and as directed by Engineer-

in-charge. The rate includes cost of all materials like veneer door

shutter ,ss hinges , teak wood lipping, adhesives, melamine polish

,labour charges for working at all floors etc. (Necessary openings in Sqm 250

8.3 9.33

Providing and fixing expandable fasteners of specified size with

necessary plastic sleeves and galvanised M.S. screws including

drilling holes in masonry work/ CC/ R.C.C. and making good etc.

complete.

8.3.1 9.33.4 50 mm long each 2004

8.4 Non DSR

Providing and fixing Stainless steel satin finish (SS-304) ( unless

otherwise specified) hardwares including all necessary screws, nails,

adhesive, Cutting in door frames, shutters, floors and providing all

other necessary fixing arrangement and fixing of all accessories as

per manufacturers specification etc complete as per direction of

Engineer-In-Charge.

8.4.1 Non DSR

a) Sashlock package of approved make with a pair of Lever Handle

on Roses & escutcheons including 271a Sash lock with 72mm centre

to centre, 55mm Backset 20mm Square forend. Euro Profile Cylinder

(EPC) ,EPC length to suit the thickness of the shutter ,one side key

other side thumb turn operation Set 112

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8.4.2 Non DSR

b) Stainless steel tower bolt with satin finish of approved make and

quality with necessary stainless steel screws as per direction of

Engineer-In-Charge i) 300 x 10 mm each 30

8.4.3 Non DSR

c) Dorma 4012 or approved equivalent make stainless steel satin

finish wall mounted door stop dome with 60mm length along with

fixing accessories . each 220

8.4.4 Non DSR

d) External trim with design lever handle of Dorma PHT 05 or

approved equivalent make suiting the panic bar for fire and smoke

check doors. For max. 60mm thick door prepared for half euro profile

cylinder. Silver finish.

Pair

208

8.4.5 Non DSR h) Magic Eye each 30

8.4.6 Non DSR

e) Rack and pinion non-handed door closer of approved make of TS

72 EN size 2-4, with standard arm and with two independent closing

valves and latching speed adjustable by arm, conforming to EN

1154. All adjustment screws face fixed . The door closer shall be with

Silver finish cover .The door closer shall conform to EN 1154

standard. each

8.4.7 Non DSR f) Coat Hanger each 120


9.0 10.0 STEEL WORK

9.1 10.1

Structural steel work in single section fixed with or without connecting

plate including cutting, hoisting, fixing in position and applying a

priming coat of approved Zinc chromate yellow steel primer all

complete. Kg 1000

9.2 10.2

Structural steel work riveted, bolted or welded in built up sections,

trusses and framed work, including cutting, hoisting, fixing in position

and applying a priming coat of approved Zinc chromate yellow steel

primer all complete. Kg 1000

9.3 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.

9.3.1 10.25.1In stringers, treads, landing, slab etc of stair case including use of

chequered plate wherever required all complete. Kg 7280

9.3.2 10.25.2In gratings, frames, guard bar, ladder, railings, brackets, gates and

similar works. Kg 9216

9.4 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 a priming coat of approved Zinc chromate

yellow steel primer.

9.4.1 10.26.1 M.S Tube Kg 1000

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ITEM DESCRIPTION

9.5 Non DSR Metal Doors

9.5.1 Non DSR

Providing and fixing of Imperia Single/Double leaf door hollow metal

type made of sprangled glavanised steel sheet as per IS 277 with

zinc coating 120G/sqm.

Door frame shall be as per IS 4351-2003, single rebate profile of size

125 x 60 mm made out of 1.20mm (18 g) thick galvanised steel

sheet. All frames shall have grooved with in-built sealing PVC based.

Frames shall be mitered / butted and field assembled with self tabs

or bolts. Frames should be provided with back plate bracket and

anchor fasteners for installation on a finished plastered masonry wall

opening. Once frame installed should be grouted with cement & sand

slurry 1:2 ratio. Optional architrave frame to be provided shown in the

joinery schedule.

Door leaf shall be 46mm embosed 6 panels double skin

manufactured from 0.8mm (22 g) minimum thick galvanised steel

sheet as per IS 277. The inside surface of the door shall be flush.

The internal construction of the door should be rigid with steel

reinforcement for receiving various hardware. The infill material shall

be Rock wool of density 100kg/sqm. All doors should be factory

prepped and supplied with entrance hardware including hinges, locks,

trim, door viewer,door guard etc.

All doors and frames shall be finished with polyurethane aliphatic

grade paint of RAL 9016 or approved colour. The door leaf and

frame shall have passed minimum 250 hours of salt sprey test.

Rate should include supply and installation of door and hardware set

as mentioned in the door and hardware schedule. (All Hardware

shall be paid under separate item except hinges, nail, trim)

Sqm

50

9.5.2 Non DSR

Providing and fixing of Imperia Single/Double leaf door hollow metal

type made of sprangled glavanised steel sheet as per IS 277 with

zinc coating 120G/sqm.

Door frame shall be as per IS 4351-2003, single rebate profile of size

125 x 60 mm made out of 1.20mm (18 g) thick galvanised grained

steel sheet. All frames shall have grooved with in-built sealing PVC

based. Frames shall be mitered / butted and field assembled with

self tabs or bolts. Frames should be provided with back plate bracket

and anchor fasteners for installation on a finished plastered masonry

wall opening. Once frame installed should be grouted with cement &

sand slurry 1:2 ratio. Optional architrave frame to be provided shown

in the joinery schedule.

Door leaf shall be 46mm flush double skin manufactured from 0.8mm

(22 g) minimum thick galvanised grained steel sheet as per IS 277.

The internal construction of the door should be rigid with steel

reinforcement for receiving various hardware. The infill material shall

be Rock wool of density 100kg/sqm. All doors should be factory

prepped and supplied with entrance hardware including hinges, locks,

trim, door viewer,door guard etc.

All doors and frames shall be finished with wood stains of approved

colours. The door leaf and frame shall have passed minimum 250

hours of salt sprey test.

Rate should include supply and installation of door and hardware set

as mentioned in the door and hardware schedule. (All Hardware shall

be paid under separate item except hinges, nail, trim)Sqm

104

Hardwares

9.6 Non DSR

Providing and fixing Stainless steel satin finish (SS-304) ( unless

otherwise specified) hardwares including all necessary screws, nails,

adhesive, Cutting in door frames, shutters, floors and providing all

other necessary fixing arrangement and fixing of all accessories as

per manufacturers specification etc complete as per direction of

Engineer-In-Charge.

9.6.1 Non DSR

a) Dead lock package of approved make with 55mm backset, 20mm

square forend prepared for euro profile cylinder(EPC) including strike

plate and EPC length to suit thickness of the shutter, internal thumb

turn & external key operation & Escutcheons in SSS Finish.The lock

shall be with 3 keys. Set 68

9.6.2 Non DSR

b) Mortice shaft dead bolt with key (Alen Key lock) with BS 57mm

and 25mm square forend in stainless steel satin finish of Dorma or

approved equivalent make. each 114

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9.6.3 Non DSR

c) D -Type Pull Handle of approved make, fixed with extended

spindle for wood /metal doors in satin stainless steel. Length

=300mm, 22mm dia, -SS304 Pair 200

9.6.4 Non DSR

d) Stainless steel tower bolt with satin finish of approved make and

quality with necessary stainless steel screws as per direction of

Engineer-In-Charge i) 300 x 10 mm each 116

.

9.6.5 Non DSRe) Stainless steel satin finish wall mounted door stop dome with

60mm length along with fixing accessories . each 56

9.6.6 Non DSRf) Floor stop half dome of Dorma 3108 or approved equivalent with

45 mm dia with fixing accessories in satin chrome finish. each 60

9.6.7 Non DSR g) Friction Stay each 60


10.0 11.0 FLOORING WORK

10.1

Derive from

DSR Item no.

11.23

Granite stone flooring with 18 mm thick Granite stone, as per sample

of stone approved by Engineer-in-charge, over 20 mm (average)

thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and

jointed with grey cement slurry, including rubbing and polishing

complete with :

10.1.1Rate from DSR

item no.8.2.2.2

18mm Granite Stone laid in approved pattern

Sqm 50

10.2 11.26

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) :

10.2.1 11.26.1 25 mm thick Sqm 2056

10.3 11.27

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 112

10.4Derive from

DSR Item 8.11

Providing and fixing machine cut, mirror / eggshell 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 oarse 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.

10.4.1 18mm Granite Stone Sqm 20

10.5 Non DSR

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 25mm thick kota

stone.(Measurement will be done in Rmt for a set of 3 no grooves

together)

Rmt

702

10.6 11.25Extra for Granite / Kota stone flooring in treads of steps and risers

using single length up to 2.00 metre Sqm 216

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10.7 11.36

Providing and fixing Ist quality ceramic glazed wall tiles ceramic 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 1586

10.8 NON DSR

Providing and fixing 4'X4' jaipur Blue Pottery Handmade Tile

(thickness to be specified by the manufacturer ) of as approved by

Engineer-in-Charge, in 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 100

10.9 11.37

Providing and laying Ceramic glazed floor tiles / Anti Skid ceramic

tiles 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) including pointing the

joints with white cement and matching pigment etc., complete. (Note

:- Tile shall be joint less)

Sqm 358

10.10 11.41

Providing and laying Vitrified tiles / Anti Skid Vitrified tiles in different

sizes (thickness to be specified by the manufacturer) with water

absorption's less than 0.08% and conforming to IS:15622 of

approved make in all colours and shades, laid on 20mm thick cement

mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints

with white cement and matching pigments etc., complete. (Note :-

Tile shall be joint less)

10.10.1 11.41.2 Size of Tile 600x600 mm Sqm 3964

10.11 11.46

Providing and laying Vitrified tiles / Anti Skid Vitrified tiles in different

sizes (thickness to be specified by manufacturer) with water

absorption less than 0.08% and conforming to IS: 15622, of

approved make in all colours and shade in wall, skirting, riser of

steps, over 12 mm thick bed of cement morter 1:3 (1 cement : 3

coarse sand), including grouting the joint with white cement &

matching pigments etc. complete.

10.11.1 11.46.2 Size of Tile 600x600 mm Sqm 394

10.12 11.44

Crazy ceramic tile flooring, with under layer 12 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5

mm, including filling the gaps with ordinary cement mixture & mixing

with synthetic polyester fibre, triangular in shape having specific

gravity of 1.34 to 1.40, cross section size ranging from 10 to 40

micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of

cement in cement mortar, including providing and mixing water

proofing material in mortar @ 1 kg per 50 kg of cement , all complete

as per direction of Engineer- in-charge.

Sqm

1912

10.13 11.50Deduct for not grouting the joints with white cement and matching

pigment in the items of fixing vitrified tiles. Sqm -4322


11.0 12.0 ROOFING

11.1 12.21

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2

coarse sand : 4 stone aggregate 10mm and down gauge) including

finishing with cement mortar 1:3 (1 cement : 3 fine sand) mix with

water proofing compound,(which will be paid separately) as per

standard design :

11.1.1 12.21.1 In 75x75mm deep chase Metre 846

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11.2 12.22

Making khurras 45x45 cm with average minimum thickness of 5 cm

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate of 20 mm nominal size) over P.V.C. sheet

1mx1mx400micron, finished with 12mm cement plaster 1:3 (1

cement : 3 coarse sand) and a coat of neat cement rounding the

edge sand making and finishing the outlet complete. Each 200

11.3 12.45

Providing and fixing at all height false ceiling including providing and

fixing of frame work made of special sections power pressed from

M.S. sheet and galvanised in accordance with zinc coating of grade

350 as per IS : 277 and consisting of angle cleats of size 25mm wide

x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to

centre one flange fixed to the ceiling with dash fastener 12.5mm

diax40mm long with 6mm dia bolts to the angle hangers of

25x25x0.55mm of required length, and other end of angle hanger

being fixed with nut and bolts to G.I. channels 45x15x0.9mm running

at the rate of 1200mm centre to centre to which the ceiling section

0.5mm thick button wedge of 80mm with tapered flanges of 26mm

each having clips of 10.5mm at 450mm centre to centre shall be

fixed in a direction perpendicular to G.I. channel with connecting clips

made out of 2.64mm diax230mm long G.I. wire at every junction

including fixing the gypsum board with ceiling section and perimeter

channels 0.5mm thick 27mm high having flanges of 20mm and

30mm long,

the perimeter of ceiling fixed to wall/partition with the help of rawl

plugs at 450mm centre to centre with 25mm long drive-all screws @

230mm interval including jointing and fixing to a flush finish of tapered

and square edges of the board with recommended filler, jointing

tapes, finisher and two coats of primer suitable for board as per

manufactures 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 drawing and

specification and direction of the Engineer in Charge but excluding

the cost of painting with :

11.3.1 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 362

11.3.2Derive Item

12.45.1

With 12mm thick Cement Board

Sqm 356

11.4Drive from

DSR

Providing and laying roof insulation with 75 mm thick impervious

sprayed, closed cell free Rigid Polyurethane foam over deck

insulation conforming to IS - 12432 Pt. III (density of foam being 40-

45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm

per litre, laying 400 G polythene sheet over PUF spray and providing

a wearing course of 40 mm thick cement screed 1: 2 : 4 (1 cement :

2 coarse sand : 4 stone aggregate 20 mm nominal size) in

chequered rough finish, in panels of 2.5 m x 2.5 m and embedding

with 24 G wire netting and sealing the joints with polymerized mastic,

all complete as per direction of Engineer-in-Charge.

Sqm 1448


12.0 13.0 FINISHING WORKS

12.1 13.4 12 mm cement plaster of mix :

12.1.1 13.4.1 1:4 (1 cement: 4 Coarse sand) Sqm 1000

12.2 13.515 mm cement plaster on the rough side of single or half brick wall of

mix :

12.2.1 13.5.1 1:4 (1 cement: 4 Coarse sand) Sqm 10426

12.3 13.12

18 mm cement plaster in two coats under layer 12 mm thick cement

plaster 1:5 (1 cement: 5 coarse sand) mix with water proofing

compound and finished with a top layer 6mm thick cement plaster 1:3

(1 cement: 3 fine sand).(water proofing compound to be paid

seprately. Sqm 400

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12.4 13.16 6 mm cement plaster of mix :

12.4.1 13.16.1 1:3 (1 cement: 3 fine sand) Sqm 5084

12.5 13.21

Extra for providing and mixing water proofing material in cement

plaster work in proportion recommended by the manufacturers.

Per bag

of 50 kg

cement

used in

the mix. 20

12.6 13.26

Providing and applying plaster of paris putty of 2 mm thickness over

plastered surface to prepare the surface even and smoot complete.

Sqm 13220

12.7 13.37 White washing with lime to give an even shade :

12.7.1 13.37.1 New work (three or more coats) Sqm 100

12.8 13.41Distempering with oil bound washable distemper of approved brand

and manufacture to give an even shade:

12.8.1 13.41.1New work (two or more coats) over and including water thinnable

priming coat with cement primer. Sqm 2032

12.9 13.45 Finishing walls with textured exterior paint of required shade :

12.9.1 13.45.1

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm.

Sqm 1393

12.10 Non DSR

Providing and fixing 24 gauge Chicken Wire mesh in junction of block

work & RCC works at corner/wall surface as per direction of

Engineer-In-Charge. Sqm 1142

12.11 13.82

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.

12.11.1 13.82.2 Two coats. Sqm 13738

12.12 13.84

Painting with synthetic enamel paint, having VOC (Volatile Organic

Compound) content less than 150 grams/ litre, of approved brand

and manufacture, including applying additional coats wherever

required to achieve even shade and colour.

12.12.1 13.84.2 Two coats. Sqm 470

12.13 13.85

Applying priming coats with primer of approved brand and

manufacture, having low VOC (Volatile Organic Compound ) content.

12.13.1 13.85.3With water thinnable cement primer on wall surface having VOC

content less than 50 grams/litre. Sqm 16510

12.14 Non DSR

Providing and fixing 6mm thick frame less bevelled (25 to 40mm)

edge mirror of all shapes and sizes with 12mm thick marine ply

(conforming to IS 710) backing fixed to wall with approved fastener

including providing and fixing 300 micron HDPE film as vapour

barrier & polyyethylene bubble sheet between mirror and backing ply

including all necessary fixing arrangement like nails/ screws dash

fastener, wood preservative paint, 1" stainless steel studs (at four

corners) etc. complete. Sqm 52

12.15 13.31

Pointing on brick work or brick flooring with cement mortar 1:3 (1

cement : 3 fine sand) :

12.15.1 13.31.1 Flush / Ruled/ Struck or weathered pointing Sqm 10192

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12.16 Non DSR

Providing and applying Silicon coating of approved make to exposed

concrete surfaces and wherever instructed by Engineer-In-Charge.

The treatment shall be in 2 coats or as recommended by approved

manufacturer including preparation of surfaces by cleaning, curing,

protecting, independent double legged scaffolding etc. complete to

the approval of the Engineer-In-Charge.

Sqm 10192

12.17 Non DSR

Providing and Fixing of Exposed brick Jali of required size, pattern,

design, and colour of approved pattern as shown in drawing including

making horizontal and vertical grooves 10 mm wide 12 mm deep

complete with cement mortar 1:6 (1 cement : 6 coarse sand) and

jointed with white cement slurry mixed with pigment to match the

shade of brick Sqm 100


13.0 21.0 ALUMINIUM WORK

Note:-

(1) The Contractor must provide details of structural calculations of

the member offered, and also provide drawings of individual profiles

and also details of any other profiles that may be used - clearly

indicating all dimensions, wall thickness and weight Kg./m for all

items.

(2) Cost of glass including cutting, edge grinding, wasteges,

stacking, carrying to heights and fixing in appropriate locations is to

be included in the quoted rate as per the details for all items.

(3) The Aluminium frame section and thickness of the glass shall be

as per design load calculation and wind pressure. Before execution

of the work minimum thickness of the glass shall be designed and

got to be approved by the EIC. The work shall be carried out only

after approval of the shop drawings by the EIC.

(4) The colour of hardware must be same as frame shade.

13.1 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, fixed with rawl plugs and screws

or with fixing clips, or with expansion hold fasteners including

necessary filling up of gaps at junctions, at top, bottom and sides

with required Silicon 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 and paneling to be paid for separately) :

13.1.1 21.1.1 For fixed portion

13.1.1.1 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 4266

13.1.2 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 Silicon rubber / neoprene

gasket required (Fittings shall be paid for separately).

13.1.2.1 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 100

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13.2 Non DSR

Designing, providing and fixing of fully openable/sliding/ Fully fixed/

partly openable and partly fixed Aluminium windows/Doors

fabricated out of heavy duty aluminium extruded profiles with PVDF

coating in approved shade (40-45micron) . Masking Tape shall be

provided on the profiles for safety against external scratches at site

(Masking Tapes to be removed only at the time of handing over).

The fabrication shall be done with all the joints mitred; the Outer

Frames and Mullions jointed with appropriate Stainless Steel Screws

and Shutter Frames jointed with Heavy Duty Aluminium Angle/ Cleat/

box sleeve and Stainless Steel Screws.

Appropriate profiles of Silicon gaskets shall be inserted between

aluminium frames/ beadings and glass.

The entire periphery shall be sealed by application of approved

weather silicon sealant between the aluminium and masonry from

both outside and inside over backer rod, if required, to make the

windows water tight.

Each side hung openable shutter shall be provided with required

number of 304-grade stainless steel butt hinges and window stays.

Each top hung openable window shall be provided with 304 grade

stainless steel friction grip hinges etc., all as per design which shall

be got approved by the Engineer-In-Charge.

The Contractor shall make provision for fixing of fittings, fixtures,

fixing of exhaust fan including cutting of glass where ever required,

all complete.

The rate shall include cost of pvdf coated aluminium sections as per

design, specified H.S. glass, stainless steel hinges, stays, friction

grip hinges , required gaskets, fasteners,required scaffolding, silicon

sealant and backer rod to seal the gaps between the aluminium box

section and window jambs and labour charges for fixing at all levels,

leads and heights etc., all complete as per Drawing and as per

directions of Engineer-In-Charge. Area of window opening shall be

measured for payment.

13.2.1 Non DSR

a) With 8mm thick low-E clear toughened glass of approved make

as per drawing.Performance factors shall be :U value = 5.7W/m2K,

SHGC=0.56, VLT>=57% or more. Sqm 262

13.2.2 Non DSRb) With 8mm thick frosted glass of approved make as per drawing.

Sqm 72

13.2.3 Non DSRc)With 10mm thick low-E clear toughened glass of approved make

as per drawing. Sqm 302

13.3 Non DSRExtra for providing wiremesh jali shutter for openable part of window

as per detail drawing. Sqm 334

13.4 Non DSR

Providing and fixing louvered as per the elevation drawings enclosed,

fabricated out of aluminium extruded profiles PVDF 3 coat (40-

45micron) as per approved shade and as per AAMA 2605

specification. All aluminium members & profiles shall be of AC 25

grade as per specification. The Aluminium members shall be

protected with Masking Tapes all around the profiles for safety

against external scratches at site (Masking Tapes shall be removed

only at the time of handing over as per the instructions of Engineer-in-

Charge).

The fabrication shall be done with all the joints mitred; the Outer

Frames and Mullions jointed with appropriate Stainless Steel Screws,

Heavy Duty Aluminium Angle, Cleat, box sleeve etc.

The fixing shall be done on existing openings at anchorage locations,

in jambs, cills and heads by drilling holes with an electric drill,

inserting Stainless Steel Counter sunk screws.

To make the joints water & air tight, the framework shall be provided

with approved in-built ventilation and drainage system. All the joints

of the louvers shall be properly sealed with specified weather silicon.

The details for in-built ventilation & drainage system to be submitted

by the contractor and got approved by the Engineer-In-Charge.

Sqm 50


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14.0 22.0 WATERPROOFING WORK

14.1 22.3

Providing and laying water proofing treatment to vertical and

horizontal surfaces of depressed portions of W.C., kitchen and the

like consisting of :

i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with

water proofing compound conforming to IS 2645 in recommended

proportions including rounding off junction of vertical and horizontal

surface.

ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse

sand) mixed with water proofing compound in recommended

proportion including rounding off junction of vertical and horizontal

surface.

iii) IIIrd course of applying blown or residual bitumen applied hot at

1.7 Kg. per sqm of area.

iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of

PVC sheet should be 100 mm wide and pasted to each other with

bitumen @ 1.7 Kg/sqm.)

v) The rate includes giving 10 year guarantee for waterproofing

on a Rs.100/- stamp paper in approved proforma.Sqm 2038

14.2 22.7

Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations. (a)

Applying and grouting a slurry coat of neat cement using 2.75

kg/sqm. of cement admixed with proprietary water proofing

compound conforming to IS. 2645 over the RCC slab including

cleaning the surface before treatment. (b) Laying cement concrete

using broken bricks/brick bats 25 mm to 100mm size with 50% of

cement mortar 1:5 (1 cement : 5 coarse sand) admixed with

proprietary water proofing compound conforming to IS : 2645 over 20

mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse

sand ) admixed with proprietary water proofing compound

conforming to IS : 2645 to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of

walls and slabs.

(c) After two days of proper curing applying a second coat of cement

slurry admixed with proprietary water proofing compound conforming

to IS : 2645. (d) Finishing the surface with 20 mm thick jointless

cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with

proprietary water proofing compound conforming to IS : 2645 and

finally finishing the surface with trowel with neat cement slurry and

making of 300x300xmm square (e) The whole terrace so finished

shall be flooded with water for a minimum period of two weeks for

curing and for final test. All above operations to be done in order and

as directed and specified by the Engineer-in-Charge.

14.2.1 22.7.1With average thickness of 120mm and minimum thickness at khurra

as 65 mm. Sqm 452

14.3 22.14 Grading roof for water proofing treatment with

14.3.1 22.14.1Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) Cum 76

14.4 22.19

Providing and laying APP (Atactic Polypropylene Polymer) modified

prefabricated five layer, 3 mm thick water proofing membrane, black

finished reinforced with glass fibre matt consisting of a coat of

bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same

membrane manufactured of density at 25C, 0.87 - 0.89 kg/litre and

viscocity 70 - 160 cps. Over the primer coat the layer of membrane

shall be laid using butane torch and sealing all joints etc., and

preparing the surface complete. The vital physical and chemical

parameters of the membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23C as 350/300 N/5 cm.

Tear strength in longitudinal and transverse direction as 60/80N.

Softening point of membrane not less than 150C. Cold flexibility

shall be upto -2C when tested in accordance with ASTM, D - 5147.

The laying of membrane shall be got done through the authorised

applicator of the manufacturer of membrane :

14.4.1 22.19.1 3 mm thick Sqm 1276


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15.0 MISCELLANEOUS CIVIL WORK ITEMS

Expansion fasteners

15.1 Non DSR

Supplying and fixing MS expansion fasteners including polyamide

sleeve of HILTI or approved equivalent make including testing for

fixing into already constructed structure (quoted rate to include

design & testing of fasteners for its performance) and as directed by

Engineer-In-Charge.

15.1.1 Non DSR a)8mm dia - standard length each 100

15.1.2 Non DSR b)10mm dia - standard length each 100

15.1.3 Non DSR c)12mm dia - standard length each 100

15.1.4 Non DSR d)16mm dia - standard length each 100

15.1.5 Non DSR e)20mm dia - standard length each 100

15.2 Non DSR

Providing and fixing Chemical Resin anchor fasteners with

Galvanised Iron Anchors of approved make on block masonry

surface including drilling necessary holes, cleaning the hole with air

blower, applying required quantity of HIT-HY 70/330/2 chemical

of HILTI make or approved equivalent in the hole and fixing the

Galvanised steel anchor all complete as per manufacturers

specification and as directed by Engineer-in-Charge.

15.2.1 Non DSR a) M 8 X110 each 100

15.2.2 Non DSR b) M 10 X 95 each 100

15.2.3 Non DSR c) M 12 X 110 each 100

Re - Bar

15.3 Non DSR

Supplying and fixing chemical rebar fastening and complete as per

manufacturer specification as directed by Enineer - in - charge

15.3.1 Non DSR a) 8 mm dia bar each 100

15.3.2 Non DSR b) 10 mm dia bar each 100

15.3.3 Non DSR c) 12 mm dia bar each 100

15.3.4 Non DSR d) 16 mm dia bar each 100

15.3.5 Non DSR e) 20 mm dia bar each 100

15.3.6 Non DSR f) 25 mm dia bar each 100

15.3.7 Non DSR g) 32 mm dia bar each 100

CIVIL BOQ 19 of 70


DSR -2014

S.NO.

Rate (Rs.)

QTY.

In Figure In Word

Amount UNITREF CODE

ITEM DESCRIPTION

Core Cutting

15.4 Non DSR

Drilling with core cutting machine in RCC slabs, walls etc.wherever

required in buildings, manholes,ducts etc. for laying pipes, and

making good the same to give an even finish . The rate shall include

the cost of drilling core, providing EPOXY based water proofing

compound for sealing the joints around the pipes, nominal

reinforcement wherever required,scaffolding and labour charges for

working at all levels ,leads and heights . (Maximum thickness of RCC

members shall be 300mm) and as directed by Engineer-In-Charge.

15.4.1 Non DSR a) Above 150 mm to 200mm dia each 100

15.4.2 Non DSR b) Above 200 mm to 250mm dia each 100

15.4.3 Non DSR c) Above 250 mm to 350mm dia each 100

15.5 Non DSR

Providing and fixing of following gratings including providing 50mm x

50mm x 5mm thick MS angle of suitable size with two coats of

primer and enamel paint of approved colour, hold fast, etc. complete

15.5.1 Non DSR30mm thick FRP grating of approved make for plumbing shafts with

width in modules of 450mm Sqm 100

Rate (in words): Rupees

15.6 Non DSR

Providing and laying 300 micron HDPE film over compacted

earth/blinded soling to act as vapour barrier including cutting lapping,

jointing etc. complete: Rate to include net overlapping of joints by

100mm. Sealing joints with adhesive (Only plan area to be

measured for payment ). Sqm 1732


CIVIL BOQ 20 of 70


IN FIGURE IN WORD

1POINT WIRING & SUBMAIN

WIRING-

2 DISTRIBUTION BOARDS -

3TELEPHONE CONDUTING AND

WIRING-

4

DATA NETWORKING & TV

SYSTEM (CONDUTING & WIRING

ONLY)

-

5 EARTHING -

6LT CABLE,TERMINATION AND

CABLE TRAY-

7 FANS AND FITTINGS -

8CCTV CONTROL CONDUTING AND

WIRING-

9 LT PANELS -

TOTAL -

COST SUMMARY: ELECTRICAL WORKS

AMOUNT (Rs.)SUBHEAD DESCRIPTION

ELECTRICAL BOQ 21 of 70


SUBHEAD I : POINT WIRING & SUBMAIN WIRING

In Figure In word

1.3 1 Wiring for light Point/fan point/exhaust fan point/call bell point with 1.5 Sq. mm

FRLS PVC insulated copper conductor single core cable in surface/recessed

Steel conduit, with modular switch, modular plate, suitable size GI box and

earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable etc as required.

1.3.3 (a) Group-C Point 2,277 -

1.4 2 Wiring for twin control light Point with 1.5 Sq. mm FRLS PVC insulated copper

conductor single core cable in surface / recessed Steel conduit, 2 way

modular switch, modular plate, suitable GI box and earthing the point with 1.5

sq.mm. FRLS PVC insulated copper conductor single core cable etc. as

required. Point 120 -

N.S 3 Wiring for MCB control light point with 1.5 sqmm FR PVC insulated, 1100 V

grade stranded copper conductor wire in surface/ recessed MS conduit

including cost of cutting & filling chases as required with 1.5 Sqmm PVC

insulated green copper wire for earth, complete with all accessories as

required (first point shall be used from 2.5 sqmm 660/1100V grade FR PVC

insulated copper wires & looping with 1.5 sqmm). The cost of circuit wiring

with 2 x 2.5 Sqmm + 1 x 1.5 Sqmm PVC insulated copper conductor

660/1100 Volts grade wires shall be included in the cost of point wiring. - -

a) First Point Point 171 -

b) Loop Point Point 186 -

1.5 4 Wiring for light /power plug with 2X4Sq. mm FRLS PVC insulated copper

conductor single core cable in surface/recessed Steel conduit, alongwith

1X4sq.mm FRLS PVC insulated copper conductor single core cable for loop

earthing as required. Mtrs. 21,300 -

1.6 5 Wiring for light /power plug with 4X4Sq. mm FRLS PVC insulated copper

conductor single core cable in surface/recessed Steel conduit, alongwith

2X4sq.mm FRLS PVC insulated copper conductor single core cable for loop

earthing as required. Mtrs. 29,100 -

1.31 6 Supplying and fixing of metal box of GI box with modular plate and cover in

front on surface or in recess , including providing and fixing of 3 pin 5/6 amps

modular socket outlet and 5/6 amps. modular switch, connections, etc. as

required. Each 45 -

1.32 7 Supplying and fixing of metal box of GI box with modular plate and cover in

front on surface or in recess , including providing and fixing of 6 pin 15/16 &

5/6 amps modular socket outlet and 15/16 amps. modular switch,

connections, etc. as required. Each 2,580 -

- -

1.25 9 Supplying and fixing stepped type electronic fan regulator (Two module) on

the existing modular plate switch box including connections but excluding

modular plate etc. as required. Each 252 -

1.26 10 Supplying and fixing modular blanking plate on the existing modular plate

switch box including connections but excluding modular plate etc. as requiredEach 180 -

1.7 11 Wiring for submain wiring/circuit wiring along with earth wire with the following

sizes of FRLS PVC insulated copper conductor, single core cable in surface /

recessed Steel conduit as required. - -

1.7.1 a) 2 x 1.5 Sqmm + 1 x 1.5 Sq mm eart wire Metre 22,770 -

1.7.2 b) 2 x 2.5 Sqmm + 1 x 2.5 Sq mm eart wire Metre 750 -

1.7.3 c) 2 x 4 Sq. mm + 1 x 4 Sq. mm earth wire. Metre 1,500 -

1.7.4 d) 2 x 6 Sq. mm + 1 x 6 Sq. mm earth wire. Metre 1,800 -

- -

1.17 12 Supply and drawing following sizes of FRLS PVC insulated copper conductor,

single core cable in the existing surface/ recessed steel / PVC conduit or

raceway as required. - -

1.17.12 c) 3 x 2.5sqmm (in Raceway fixing with PVC clips not more than 0.5mtr)Metre 750 -

1.20 13 Supplying and fixing of following sizes of steel conduit along with the

accessories in surface / recess including cutting the wall and making good the

same in case of recessed conduit as required. - -

1.20.1 a) 20 mm Metre 300 -

1.20.2 b) 25 mm Metre 3,750 -

1.21 14 Supplying and fixing of following sizes of PVC conduit along with the


same in case of recessed conduit as required. - -

1.21.2 a) 25 mm Metre 750 -

NS 15 Supply, fixing, laying of Pre galvanized sheet steel raceway of 1.6 mm thick of

following sizes with top openable GI sheet cover. This item will involve

breaking the existing floor and putting a cushion of 5mm lean PCC for leveling

under the raceway complete as required along with acssesories. - -

a) 300 x 38 x 1.6mm thick. Meter 750 -

TOTAL OF SUBHEAD I CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

DSR

2014S.No. Description of item Unit Qty

Rate (Rs.)Amount (Rs.)



In Figure In word DSR



SUBHEAD II : DISTRIBUTION BOARDS

DISTRIBUTION BOARDS

2.7 1.0

Supplying and fixing following way prewired SP&N MCB distribution board of

steel sheet for 240 volts on surface/ recess complete with loose wire box,

terminal connectors for all incoming and outgoing circuits, duly prewired with

suitable size FR PVC insulated copper conductor up to terminal blocks, tinned

copper bus bar, neutral link, earth bar, din bar, detachable gland plate,

interconnections, powder painted including earthing etc. as required. (But

without MCB/ RCCB/ Isolator)2.7.5 a) 2+8way / 10way, Double door Each 60 -

2.7.6 b) 2+12, Double door Each - -

- -

2.8 2.0

Supplying and fixing following way prewired TP&N MCB distribution board of

steel sheet for 415 volts on surface/ recess complete with loose wire box,

terminal connectors for all incoming and outgoing circuits, duly prewired with

suitable size FR PVC insulated copper conductor up to terminal blocks, tinned

copper bus bar, neutral link, earth bar, din bar, detachable gland plate,

interconnections, powder painted including earthing etc. as required.(But

without MCB/ RCCB/ Isolator) - -

2.8.8 a) 12 way (4+36), Double door Each 45 -

2.10 3.0 Supplying and fixing 5 amps to 32 amps rating , 240 volts 'C' series ,

miniature circuit breaker suitable for lighting and other loads of following poles

in the existing MCB DB complete with connections , testing and

commissioning etc. as required. - -

2.10.1 a) Single Pole, 6/10/16/20/32 Amps Nos 2,130 -

2.13 4.0 Supplying and fixing following rating, foure pole, 415V isolator in the existing

MCB DB complete with connections, testing and commissioning etc. as

required. - -

2.13.2 a) 63 Amps Each 45 -

2.14 5.0 Supplying and fixing following rating, double pole (single phase and nutral),

240V RCCB having s sensitivity current upto 300ma in the existing MCB DB

complete with connections, testing and commissioning etc. as required. - -

2.14.1 a) 25 Amps Each 15 -

2.14.2 b) 40 Amps Each 180 -

TOTAL OF SUBHEAD II CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

SUB-HEAD III TELEPHONE CONDUTING AND WIRING

TELEPHONE SYSTEM

1.24 1 Supply and fixing following modular switch/socket on the existing modular

plate and cover plate & switch box including connections but excluding

modular plate etc. as required.

1.24.6 a) Telephone socket outlet. (RJ - 11) Each 144 -

1.27 2 Supplying and fixing following size/modules, GI box along with modular base

and cover plate for modular switches in recess etc as required. - -

1.27.1 a) 1 or 2 Module ( 75mm X 75mm ) Each 144 -

NS 3 Supply and installation of wall/recessed mounting KRONE connector type

telephone tag block of following sizes in sheet metal enclosure of suitable

dimensions fabricated out of 16 SWG sheet steel with castle key lock,

hinged gasketed type cover including termination of telephone cables, making

connections, painting of box etc, complete as required. - -

a) 10 Pair Tel Tag Block Nos 6 -

b) 20 Pair Tel Tag Block Nos 9 -

1.53 4 Supplying and drawing of UTP 4 pair CAT 6 cable in the existing surface /

recessed steel/ PVC conduit as required. Meter 3,420 -

NS 5 Supplying, and drawing following size anealed tinned copper conductor PVC

insulated and sheathed 0.61sqmm armoured copper telephone cables on,

surface/cable tray/ existing steel conduit as required. - -

a) 10 Pair Meter 300 -

b) 20 Pair Meter 450 -

1.20 6 Supplying and fixing of following sizes of steel conduit along with the


same in case of recessed conduit as required. ( for telephone wire)

- -

1.20.2 a) 25 mm Metre 4,620 -

TOTAL OF SUBHEAD III CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

SUB-

HEA

D IV

SUB-HEAD IV DATA NETWORKING (CONDUTING & WIRING

ONLY)






NS 1 Supply, installation, testing and commissioning of category 6 flush mounted

moduler information outlets including moduler plate GI box, conection, testing

etc. as required.

a) Two module (RG-45) Nos. 234 -

NS 2 Supplying and drawing the Cat-6 cable in the existing conduit / raceways as

per specification including end termination as required. (for Data points) Metre 7,020 -

1.24 3 Supply and fixing following modular switch/socket on the existing modular

plate and cover plate & switch box including connections but excluding

modular plate etc. as required. - -

1.24.7 a) TV socket outlet Nos. 144 -

1.19 4 Supply and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper

conductor PE insulated, shielded with fine tined copper braid and protected

PVC sheath in the existinf surface/ recessed stel/pvc conduit as required. Meter

2,880 -

1.27 5 Supplying and fixing following size/modules, GI box along with modular base

and cover plate for modular switches in recess etc as required. - -

1.27.1 a) 1 or 2 Module ( 75mm X 75mm ) Each 144 -

1.20 6 Supplying and fixing of following sizes of medium class steel conduit along

with the accessories in surface / recess including cutting the wall and making

good the same in case of recessed conduit as required. - -

1.20.2 a) 25 mm Metre 9,900 -

TOTAL OF SUBHEAD IV CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

SUBHEAD V:EARTHING

5.4 1.0 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonary enclosure with cover plate having

locking arrangement and water pipe of 2.7 meter long etc. with charcoal or

coke and salt as required. Set 20 -

5.11 2.0 Providing and Fixing 25mm x 5mm GI strip in 40mm size medium class G.I.

Pipe from earth electrode including connection with GI nut, bolt, spring washer

excavation and re- filling etc. as required. Meter 960 -

5.15 3.0 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for

connections etc. as required. Meter 890 -

5.16 4.0 Providing and fixing 6SGW dia GI wire on surface or in conduit for loop

earthing along with existing surface/ recessed conduit/ submain wiring/ cable

as required. Meter 4,580 -

N.S 5.0 Maintenance Free Earthing:Supply, installation, testing and commissioning of

maintenance free electrolytic earthing system with 10 feet's rod, 2 inches dia,

2mm thick that does not require manual addition of water. The system should

be stable operation for at least 30 years. The electrode shall be electrolytic

grade copper rod pre-filled with hygroscopic powder and provided with

suitable breathing and leaching ports at the ends. The electrode shall be

surrounded by suitable powdered form of backfill so as to provide maximum

contact between the electrode and the backfill. The earthing pit shall be

provided with suitable sturdy test well for observation. (The installation

procedures should be followed as instructed by the Earth Electrode Supplier). Nos. 4 -

5.2 6.0 Earthing with GI earth pipe 4.5 Mtr long , 40 mm dia including accessories and

providing masonary enclosure with cover plate having locking arrangement

and watering pipe etc with charcoal/coke & salt as required. Nos. 30 -

5.7 7.0 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for

conductor earth electrode, including connection/ termination with GI thimble

etc. as required. Meter 1,600 -

5.8 8.0 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground

as strip earth electrode, including connection/ terminating with G.I. nut, bolt,

spring, washer etc. as required. (Jointing shall be done by overlapping and

with 2 sets of G.I. nut bolt & spring washer spaced at 50mm). Meter 30 -

5.9 9.0 Supplying and laying 25mm x 5 mm GI strip at 0.50 m below ground as strip

earth electrocde, including connection/terminating with G.I. nut, bolt, spring,

washer etc. as required. (Jointing shall be done by overlapping and with 2 sets

of G.I nut bolt & spring washer sapced at 50mm). Meter 4,200 -

5.10 10.0 Providing & Fixing 25mm x 5 mm Copper strip in 40 mm dia G.I. Pipe from

earth electrode including connection with brass nut, bolt, spring, washer

excavation and re-filling etc. as required. Meter 100 -

5.12 11.0 Providing and laying earth connection from earth electrode with 6 SWG dia

G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection

with G.I. thimble excavation and re-filling as required. Meter 140 -

5.13 12.0 Providing and laying earth connection from earth electrode with 4.00 mm dia

copper wire in 15 mm dia G.I. pipe from earth electrode including connection

with copper thimble excavation and re-filling as required. Meter 160 -

5.14 13.0 Providing and fixing 25mm X 5mm Copper strip on surface or in recess for

connections etc. as required. Meter 100 -






TOTAL OF SUBHEAD V CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

SUBHEAD VI: LT Cables and termination, Cable Trays.

4.0 1.0 Supply & Installing following size of perforated pre-painted M.S. cable tray with

perforation not more than 17.5%, in convenient sections, joined with

connectors, suspended from the ceiling with M.S. suspenders including bolts

& nuts, painting suspenders etc, as required.

4.1.2 a) 150 mm Width X 50 mm depth X 1.6 mm thickness Meter 225 -

NS 2.0 Supply and laying on cable tray/surface/trench of following size of 1.1KV

grade multicore stranded aluminium/ copper conductor XLPE / PVC insulated

& PVC sheathed armoured cable (FR Type) as per IS: 7098 (Part-1) 1988

complete as required. - -

NS a) 4 core, 6 Sq.mm. cu. armoured Meter 300 -

NS b) 4 core, 10 Sq.mm. cu. armoured Meter 990 -

NS c) 3.5 core, 25 Sq.mm. Al. XLPE armoured. Meter 60 -

NS d) 3.5 core, 50 Sq.mm. Al. XLPE armoured. Meter - -

NS e) 3.5 core, 95 Sq.mm. Al. XLPE armoured. Meter - -

NS f) 3.5 core, 120 Sq.mm. Al. XLPE armoured. Meter 3,000 -

- -

9 3.0 Supplying and making end termination with brass double compression gland

and aluminium lugs for following size of PVC insulated and PVC

sheathed/XLPE aluminium conductor cable of 1.1KV grade as required. - -

9.1.20 a) 3.5 core, 25 Sq.mm. Al.. armoured. each 6 -

9.1.22 b) 3.5 core, 50 Sq.mm. Al. XLPE armoured. each 4 -

9.1.24 c) 3.5 core, 95 Sq.mm. Al. XLPE armoured. each 4 -

9.1.25 d) 3.5 core, 120 Sq.mm. Al. XLPE armoured. each 30 -

NS 4.0 Supplying and making end termination with brass double compression gland

and lugs for following size of PVC insulated and PVC sheathed copper

conductor cable of 1.1KV grade as required. - -

NS a) 4 core, 6 Sq.mm. cu. armoured each 30 -

NS b) 4 core, 10 Sq.mm. cu. armoured each 120 -

TOTAL OF SUBHEAD VI CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

SUBHEAD VII : FANS & FITTINGS

NS 1 Supplying, Installation, Testing and Commisioning of wall Mounted T5 fixture

complete in every way as required. (Wipro Cat no. WRF 80128/81128 or

equivelent) each 429 -

NS 2 Supplying, Installation, Testing and Commisioning of Ceiling Mounted fixture

complete with ballast, starter etc.complete in every way as required. (Wipro

Cat no. FWP 42 or equivelent) each 429 -

NS 3 Supplying, Installation, Testing and Commisioning of wall Mounted CFL fixture

complete in every way as required. (Wipro Cat no. WKP14109 (CFL) or

equivelent ) each 342 -

NS 4 Supply,Installation, testing and commissioning of ceiling fan, including wiring

of down rods of standard lenth ( upto 30cm) with 1.5sqmm FR PVC insulated

copper conductor single core cable, including providing and fixing of phenolic

laminated sheet cover on fan box etc. as required.(Hevels cat. no.SS390 or

equivelent) each 252 -



Cat no. WCP42113/118 or equivelent) each 234 -



Cat no. P15119 Moon Light or equivelent) each 720 -

NS 7 Supplying, Installation, Testing and Commisioning of wall Mounted CFL fixture

complete in every way as required. (Wipro Cat no. CA3524 or equivelent )

each 132 -

1.38 8 Supply and fixing call bell/ buzzer suitable for single phase, 230 volts,

complete as required. each 6 -

TOTAL OF SUBHEAD VII CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

SUB-HEAD VIII CCTV CONDUTING AND WIRING

CCTV SYSTEM

1.20 1 Supplying and fixing of following sizes of Steel conduit along with the


same in case of recessed conduit as required.

1.20.2 a) 25 mm Metre 2,800 -

-






1.53 2 Supplying and drawing of UTP 4 pair CAT 6 cable in the existing surface /

recessed steel/ PVC conduit as required. Meter 3,000 -

-

NS 3 Supply, laying and providing end termination of 12 core optical fibre to connect

various field switches to the main control room master switch. Meter 200 -

TOTAL OF SUBHEAD VIII CARRIED OVER TO SUMMARY OF

ELECTRICAL WORKS -

SUB-HEAD IX LT PANEL

NS 1 Main panel SC01 DES 1&2

Incoming:

One (1) No.400A FP MCCB (35KA) .

Metering:

(0-500V) digital voltmeter with inbuilt selector switch protected by 2A control

MCB.

(0-500A) Digital Multifunction meter suitable ratio, CL-1, 10VA CT's

Set of R

bill of quantity - iim...

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