CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTERS PREMISES AT SHATABDI NAGAR, KANPUR UP

Sl. No. DSR-2023 DESCRIPTION DSR AMOUNT REMARK

1 SUB 2.0 EARTH WORKS 6,47,954.41 0.00

2 SUB 4.0 CONCRETE WORKS 1,08,548.98 0.00

3 SUB 5.0 REINFORCED CEMENT CONCRETE WORK 75,66,343.64 0.00

9 SUB 12.0 ROOFING WORK 7,35,108.78 0.00

11 SUB 21.0 ALUMINIUM WORK 1,06,196.74 0.00

12 SUB 22.0 WATER PROOFING 3,25,184.01 0.00

13 SUB 26.1 NEW TECHNOLGIES 78,853.03 0.00

14 SUB 25.1 STRUCTURAL GLAZING 10,87,163.00 0.00

15 SUB EXTERNAL DEVELOPMENT 26,87,277.51

Add Correction factor 0.973 on DSR 2023 amount as per

Office memorandum File No. 158/SE (TAS)GST/2024/ 02 E 1,76,42,040.71

dated 08.08.2025

Add Cost Index 3% on DSR 2023 amount 1,81,71,301.93

17 DSR-2023/MR PLUMBING, SANTARY,INTERNAL & EXTERNAL SERVICES 5,98,371.14 8,19,177.50

18 DSR-2023/MR RAIN WATER HARVESTING PIT 2,92,248.23 81,892.02

Add Correction factor 0.973 on DSR 2023 amount as per

Office memorandum File No. 158/SE (TAS)GST/2024/ 02 E 9,29,764.28

dated 08.08.2025

Add Cost Index 3% on DSR 2023 amount 9,57,657.21

C SERVICES 2025

21 DSR-E&M 2025/MR LV ELECTRICAL 34,23,318.64 9,10,033.00

22 DSR-E&M 2025/MR FIRE FIGHTING 7,33,829.40 3,50,600.50

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

SH-2.0 EARTH WORK

Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5

1 2.6 m in width as well as 10sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

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

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

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

Excavating, supplying and filling of local earth (including royalty) by

mechanical transport upto a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

Supplying and filling in plinth with Jamuna sand or Equivalent sand

5 2.27 under floors including watering, ramming, consolidating and dressing Cum 2123.75 50.00 106187.50

Clearing grass and removal of the rubbish up to a distance of 50 m

outside the periphery of the area cleared.

Supplying chemical emulsion in sealed containers including delivery

7.1 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litr 234.75 158.00 37091.09

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion) :

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:

With Chlorpyriphos E.C. 20% with 1%

TOTAL EARTH WORK 647954.41 0.00

B SH-4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

10 4.1 excluding the cost of centering and shuttering - All work up to plinth

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

10.1 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from Cum 6812.00 8.67 59069.58

natural sources)

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

concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from

natural sources : 4 graded stone aggregate 12.5mm nominal size

derived from natural sources)

Extra for providing and mixing water proofing material in cement

12 4.12 concrete work in doses by weight of cement as per manufacturer's Per 50 kg 18.15 0.00 0.00

Providing & 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

apiece of cloth lightly soaked in kerosene oil.

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

cement : 3 coarse sand (zone-III) derived from natural sources : 6

graded stone aggregate 20 mm nominal size derived from natural

14 4.17 sources) over 75mm thick bed of dry brick ballast 40 mm nominal Sqm 749.30 46.05 34505.27

size, well rammed and consolidated and grouted with fine sand,

including necessary excavation, levelling & dressing & finishing the top

TOTAL (Carried Over to Summary of Civil Works) 108548.98 0.00

C SH-5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

15.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 392.15 152.61 59846.01

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc

15.3 5.9.20 Suspended floors, roofs, landings, balconies and access platform. Sqm 1028.4 501.20 515434.21

15.5 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 736.4 519.33 382431.67

15.6 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 961.3 225.99 217244.19

15.7 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 764.95 28.36 21695.51

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

bending, placing in position and binding all complete upto plinth

16.1 5.22.6 Thermo-Mechanically Treated bars. kg 107.85 14819.55 1598288.81

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

17 5.22 bending, placing in position and binding all complete above plinth

17.1 5.22.A Thermo-Mechanically Treated bars. kg 107.85 17014.37 1834999.89

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate

/ retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

18 5.33 laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the cement

content in design mix is more than 110% of the specified minimum

cement content, the contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shallbe payable separately. in case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

18.1 5.33.1 All works upto plinth level

18.1.1 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 9655.7 143.26 1383323.43

18.2 5.33.2 All works above plinth level upto floor V level

18.2.1 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 10011.35 132.40 1325551.73

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

the specified cement content therein.

Reinforced cement concrete work in vertical and horizontal fins

individually or forming box louvers, facias and eaves boards above

plinth level up to floor five level, excluding the cost of centering,

shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5

coarse sand(zone iii) derived from natural sources : 3 graded stone

aggregate 20mm nominal size derived from natural sources).

TOTAL (Carried Over to Summary of Civil Works) 7566343.64 0.00

D SH - 6.0 BRICK WORK

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

class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

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

3 6.4 class designation 7.5 in superstructure above plinth level up to floor V Cum 9105.95 91.31 831482.46

level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular)

4 6.13 bricks of class designation 7.5 in superstructure above plinth level up Sqm 1123.8 210.98 237097.92

to floor V level.

TOTAL (Carried Over to Summary of Civil Works) 1246886.63 0.00

E SH-8 CLADDING WORK

Providing and fixing 18 mm thick gang saw cut, mirror

polished,premoulded and prepolished, machine cut for kitchen

platforms, vanity counters, window sills, facias and similar locations of

required size,approved shade, colour and texture laid over 20 mm

thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints

treated with white cement,mixed with matching pigment, epoxy touch

ups, including rubbing, curing,moulding and polishing to edges to give

high gloss finish etc. completeat all levels.

8.2.2 Granite stone slab colour black, Cherry/Ruby red

Area of slab above. 0.50 sqm Sqm 5136.3 3.72 19091.63

Providing edge moulding to 18 mm thick marble stone counters,

8.3 Vanities etc., including machine polishing to edge to give high gloss

finish etc.complete as per design approved by Engineer-in-Charge.

Extra for fixing marble /granite stone, over and above corresponding

8.4 basic item, in facia and drops of width upto 150 mm with epoxy resin RM 568.55 6.20 3522.17

based adhesive, including cleaning etc. complete.

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

kitchens sink in kitchen platform, vanity counters and similar location

8.5 in marble / Granite /stone work including necessary holes for pillar Nos 978.7 3.00 2936.10

taps etc. including moulding, rubbing and polishing of cut edges etc.

Designing, fabricating, testing, installing and fixing in position Curtain

Wall with Aluminium Composite Panel Cladding, with open grooves for

linear as well as curvilinear portions of the building , for all heights

and all levels etc. including:

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Structural analysis & design and preparation of shop drawings for

pressure equalisation or rain screen principle as required, proper

drainage of water to make it watertight including checking of all the

structural and functional design.

Providing, fabricating and supplying and fixing panels of aluminium

composite pane cladding in pan shape in metalic colour of approved

shades made out of 4mm thick aluminium composite panel material

consisting of 3mm thick FR grade mineral core sandwiched between

two Aluminium sheets (each 0.5mm thick). The aluminium composite

panel cladding sheet shall be coil coated, with Kynar 500 based PVDF

/ Lumiflon based fluoropolymer resin coating of approved colour and

shade on face # 1 and polymer (Service) coating on face # 2 as

specified using stainless steel screws, nuts, bolts, washers, cleats,

weather silicone sealant, backer rods etc.

The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip

Galvanised with serrations and serrated washers to arrest the wind

load movement, fasteners, SS 316 Pins and anchor bolts of approved

make in SS 316, Nylon separators to prevent bi-metallic contacts all

complete required to perform as per specification all material & labour

component, the cost of all mock ups at site, cost of all samples of

theand drawing The item includes cost of individual components for

testing in an approved laboratory, field tests on the assembled

working curtain wall with aluminium composite panel cladding,

cleaning and protection of the curtain wall with aluminium composite

panel cladding till the handing over of the building for occupation.

Base frame work for ACP cladding is payable under the relevant

aluminium item.s The Contractor shall provide curtain wall with

aluminium composite panel cladding, having all the performance

characteristics all complete , as per the Architectural drawings as per

item description, as specified, as per the approved shop drawings and

as directed by the Engineer-in-Charge. However, for the purpose of

payment, only the actual area on the external face of the curtain wall

with Aluminum Composite Panel Cladding (including width of groove)

shall be measured in sqm. up to two decimal places.

Providing and fixing 16mm thick grooved WPC perforated acoustic

panels of size 192mm x2440mm made with high density fiber WPC

board having density > 600 Kg/cubic meter,Moisture, Termite & Borer

Proof as substrate with pre-laminated face in approved shade and

balancing layer on the reverse side. The boards shall have a special

perforation pattern where the visible surface fluted perforation of

03mm width & 13mm of visible panel / 3mm width &23mm visible

panel) each. The edges of the panels shall be "Tongue-and-grooved"

to receive special clips for installation. The back of the perforated

panel shall have fiber glass tissue or acoustic fleece. The Panels shall

be mounted on special aluminium spine using clips provided by

approved brand by Architect/Engineer-in-charge.

Supply and fixing of 16 mm thick pre-laminated MDF Fluted panels of

size 2440 x 132 mm fixed on to the wall with Aluminium keel and G.I

Clips. The aluminium keels shall be fixed to the wall horizontally at a

distance of 600 mm C/C using self-drilling screws. The Fluted panels

MR2 of the following pattern like 28/4 , 14/2, 13/3 , with depth of the sqm 2868.32 34.66575 99432.33

groove equal to 5 mm, (as per approved design by the engineer in

charge) shall be fixed perpendicular to the aluminium keels and shall

be secured using G.I Clips , the two panels shall be Jointed together

using tongue and grove.

TOTAL (Carried Over to Summary of Civil Works) 146769.51 328239.03

F SH - 9.0 WOOD AND P.V.C. WORK

Providing wood work in frames of doors, windows, clerestory windows

and other frames, wrought framed and fixed in position with hold fast

lugs or with dash fasteners of required dia & length (hold fast lugs or

dash fastener shall be paid for separately).

9.1.1 Second class teak wood Cum 142949.70 0.256 36574.93

Providing and fixing ISI marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, core of block board construction

9.21 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:

35 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws

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

Extra for providing lipping with 2nd class teak wood battens 25 mm

9.23 minimum depth on all edges of flush door shutters (over all area of Sqm 462.35 22.68 10486.10

door shutter to be measured).

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing and fixing wooden moulded beading to door and window

9.40.1 frames with iron screws, plugs and priming coat on unexposed surface

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to

frame with 10 mm diameter bolts, nuts and wooden plugs and

9.53 embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 Each 228.65 48.00 10975.20

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

Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire

and 1.4mm wide aperture with matching wood beading

Providing and fixing aluminium sliding door bolts, ISI marked

anodised (anodic coating not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or shade, with nuts and screws

etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or

dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing aluminium hanging floor door stopper, ISI

marked, anodised (anodic coating not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour and shade, with

necessary screws etc. complete.

9.101.1 Single rubber stopper Each 39.6 16.00 633.60

Providing & fixing wooden sliding folding partition of 50mm thick in zig

zag shape up to 6 panels folding in one direction including necessery

accessories i.e. top track, bottom track, two running gears with M8

bolt, ss butt hinge 102 X76 X 3 (3 hinges per panel), End support

MR3 brackets top & bottom. Outer frame is of 50mm and inner frame is of Sqm 23887.85 36.48 871428.64

20mm. Each panels are of 550mm or as per the approved shop

drawing. Height of panel 2400mm or approved shop drawings as per

site condition. Panels should be made of block board finished with

1mm thick laminate of approved shade.

Providing and fixing factory made ISI marked partially insulated metal

fire rated doorset assembly, for staircase / exit pathway and refuge

areas applications, consisting of galvanized iron steel frame and single

leaf shutter including necessary hardware accessories, conforming to

FD 120 PI classification of IS 3614:2021 with fire rating of 120

minutes integrity and 30 minutes insulation. The door frame and

shutter shall be made out of minimum 1.20 mm thick GI Sheet with

minimum 120 GSM Zinc coating as per IS: 277. The entire fire rated

doorset assembly shall be tested in latched condition as per IS 17518

(Part-1): 2022 Frame: The farme shall be of minimum size 90 x 60

mm with grooved profile to take appropriate fire rated smoke seal,

having mitred cut joint (self tab/screwed assembled at site) and

provided with appropriate reinforcement suitable for taking hardware

and flush fixing as per IS 4351. The smoke seal material shall be of

DSR EPDM tested in accordane with ASTM E-84 of minimum size 10x 4mm,

Corrections fixed within the inbuilt groove or stuck with adhesive on the entire

9.162E perimeter of the frame. The door frame shall be fixed to the three

sides to masonary wall opening with CSK/Hex headed fastner of

minimum 8 mm dia size and minimum 80mm long with 8mm dia

Polyamide sleeves @ 5 numbers at each on vertical sides and 2

numbers on horizontal top side. Door shutter: The double skinned

single leaf partially insulated fire rated door shutters shall be

consisting of minimum 50 mm thick and having box like structure,

slots cut and holes punched, for fixing of hardwares with stiffners as

per IS: 16074 including resin bonded mineral wool / ceremic wool

infill material of minimum density 96 kg/cum. Door leaf shall be

provided with vision panel, having maximum area of 0.06 sqm, of 120

minute fire rated minimum 6 mm thick clear borosilicate glass pane

fixed with clip-on arrangement and fire rated ceramic tape having

minimum size 13×2 mm to be fixed all around the glass on both the

sides. The intumescent seal of minimum size 15×1.5 mm or of size as

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Hardware Accessories: Fire doorset assembly shall be provided with

onenumber of Single point Panic push bar (cross bar) device of

desired finish as per EN 1125 and one number external trim including

half cylinder of 42mm long with one side key as per EN 1125.door

closer of size EN 3-5 with standard arm, of desired finish (suitable One

number heavy duty upto 1250 mm door width) conforming to IS

3564/EN 1154. Finishing: Both frame and door shutters shall be

factory finished with polyester powder coating of minimum 50 microns

thick and shall have passed salt spray test as per IS:13871 of

approved colour and shade all complete as per manufacturer’s of

direction the Engineer-in-charge. specifications and as per

Installation: The hollow space in the door frame shall be filled /

injected with fire rated self extinguishing type polyurethane foam

(PUF) after installation at site of work. The rate shall be inclusive of

complete Stilt fire rated door assembly, supply and installation by the

approved manufacturer.

DSR Single leaf Partially Insulated metal fire rated doorset of FD 120 PI

Corrections classification with 120 minutes integrity and 30 minutes insulation as Sqm 19820.25 11.52 228329.28

9.162E.1 per IS 3614:2021 – For Staircase/ Exit pathway / Refuge area etc.

Providing and fixing Toilet cubical(of following standard dimension

which includes 600mm door size width) made up of thermosetting

resign treated high pressure ,self supporting decorative compact

laminates with permanently incorporate anti-bacterial agents(under

JIS Z2801:2000 certification) during manufacturing .Compact board

MR4 should be resistance to water immersion through permissible increase Each 39133.47 3 117400.4221

on thickness and mass <0.60% and board density >1.35kg/cm3 and

fulfilled the criteria of green guard gold certification and manufactured

under EN438-2&3:2005 standard. 12mm thick compact board should

be Moisture resistant, Impact resistant, termite resistant ,Scratch

resistant ,Weather and climatic shock resistant.

Providing and fixing factory made uPVC glazed/wire mesh

windows/doors comprising of lead free uPVC multi-chambered

frame,sash and mullion/coupler (where ever required) extruded

profiles having minimum wall thickness of ‘1.70 mm for Series Rl and

R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to

EN: 12608 in any shape, colour and design duly reinforced with

galvanized mild steel section made of required shape & size as per

CPWD Specification, UPVC extruded glazing beads, interlocks and

lnline sash adaplor (where ever required) ol appropriate dimension,

EPDM gasket, hardware, SS 304 grade fasleners of minimum 8 mm

dia with countersunk head,comprising of matching polyamide PA6

grade sleeve for fixing frame to finished wall as per lS 1367:Part l to

9.147A 14, plastic packers, plastic caps and necessary stainless steel screws

etc. Profile of frame, sash & mullion (if required) shall be mitred cut

and fusion welded/mechanically jointed duly sealed at all corners,

including drilling of holes for fixing hardware and drainage of water

etc. After fixing frame the gap between frame and adjacent finished

wall shall be filled with weather proof silicon sealant over backer rod

ol approved size and quality, all complete as per approved drawing

conforming to CPWD specification & direction of Engineer-inCharge.

Section of steel reinforcement and cross sections of uPVC profiles to

be as per design approved by Engineer-in-Charge. Wire mesh /

Glazing of plain/ toughened/ laminated/ double glass unit with /

wathout high performance coatings as per design requiremenls and

conforming to lS: 3548 & lS: 16231 shall be paid separalely

Two and half track three panels sliding window with two glazed & one

9.147.A3 wire mesh panels with Aluminium channel for roller lrack, I pile, nylon

rollers with SS 30a body

Using R2 se.ies with frame (65mm & above) r (40mm & above) &

glazed sash (25mm & above) x (50mm & above) & fly screen sash

(18mm &above) x (40mm & above) with zinc alloy (zamak) powder

coated touch locks with hook (Height upto 1.2 metre).

Providing and fixing casement handle made of zinc alloyed (white

9.149 powder coated) for uPVC casement window with necessary screws etc. Nos 231.05 6 1386.30

Providing and fixing zinc alloyed (white powder coated) touch lock for

uPVC sliding window with necessary screws etc. complete.

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing and fixing of make screen roller blinds having sturdy

aluminium top tube of 38mm diameter, powder coated bottom bar,

with suitable roller clutch mechanism and plastic ball chain. The roller

blind fabric should possess the mentioned specifications: a)

Composition – 36% Fiberglass & 64% Vinyl b) Openness factor -

Available in 3% - 5% c) Fabric thickness – 0.43 mm +-5% & Weight -

393 gsm (± 5%) d) Width - 300 cm e) Color fastness - Grade 6 f) UV

blockage – Approximately 95% - 97% g) Flame retardancy – NFPA

701 h) Antifungal / Anti-bacterial – ASTM E 2180 product protection i)

Environmental certification – GREENGUARD Gold certified j) Acoustical

value - NRC 0.50, SAA 0.50. Aluminium profile should have temper

WP consisting of alloy 63400 along with anodizing of 10 micron and

powder coating of 60 micron. The tensile strength of profile should be

9.10 Kg/mm square and elongation 18.The control clutch drive unit

engineered heavy duty chain drive pulley operating system consisting

MR5 of gear clutch housing and locking plug containing minimum 6 ribs Sqm 2837.77 84.73 240433.63

and inserted at minimum of 38mm into roller tube. It is self-

lubricating exclusive clutch with safety pins for secure bracket

installation and unlocking pin for quick manual removal. Universal

clutch is most convenient for large windows down to the smallest

windows. It shall be driven by a ball chain pulley with ball chain and

can be positioned at right hand or left hand side of the shade. Clutch

gear ratio of 1.75:1 for reduced operating force on larger blinds.

Mounting hardware brackets universal brackets including end plug

bracket with lock down retainer device. Brackets finish of powder

coated metal installation brackets made of stamped and hardened

steel. Roller tube circular-shaped aluminium tube extruded from alloy

63400 and temper WP. Bottom rail flat-shaped extruded aluminium

from alloy 63400 and temper WP. Ball chain shall be 2mm diameter

cord with plastic balls moulded to form an endless ball chain. It is

used for raising or lowering action of the shades. Plastic parts all

TOTAL (Carried Over to Summary of Civil Works) 467400.07 1229262.69

G SUB 10.0 STEEL WORK

Providing and fixing T-iron frames for doors, windows and ventilators

of mild steel Tee-sections, joints mitred and welded, including fixing

of necessary butt hinges and screws and applying a priming coat of

approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete

i 10.13.1 block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 Kg 141.7 50.00 7085.00

graded stone aggregate 20 mm nominal size).

Steel work welded in built up sections/ framed work, including cutting,

10.25 hoisting, fixing in position and applying a priming coat of approved

steel primer using structural steel etc. as required.

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

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.)

TOTAL (Carried Over to Summary of Civil Works) 422277.00 0.00

H SUB 11.0 FLOORING WORK

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).

(Note:- Cement content considered in this item is @ 330 kg/cum.

Excess/less cement used as per design mix is payable/ recoverable cum 9823.8 0.00 0.00

Providing and laying Polished 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

1 11.56 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.

Polished Granite stone slab of all colour and texture except Black,

Cherry/Ruby Red

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Extra for pre finished nosing to treads of steps of marble / granite

Extra for marble / granite stone flooring in treads of steps and risers

using single length up to 2.00 metre.

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) :

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

11.27 coarse sand) and jointed with grey cement slurry mixed with pigment Sqm 2354.7 2.74 6454.23

to match the shade of the slabs, including rubbing and polishing

Providing and laying Vitrified tiles in floor in different sizes (thickness

to be specified by the manufacturer) with water absorption less than

0.08% and conforming to IS:15622, of approved brand &

manufacturer, in all colours and shade, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry

@3.3 kg/sqm including grouting the joints with white cement and

matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required thickness, leveling system and

rubber mallet for placing the tiles gently and easily

11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

Providing and laying Vitrified tiles in floor in different sizes (thickness

to be specified by the manufacturer) with water absorption less than

0.08% and conforming to IS:15622, of approved brand &

manufacturer, in all colours and shade, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry

@3.3 kg/sqm including grouting the joints with white cement and

matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required thickness, leveling system and

rubber mallet for placing the tiles gently and easily

11.41A.1 Double charge vitrified tile polished finish of size

Providing and laying Vitrified tiles in different sizes (thickness to be

specified by the manufacturer), with water absorption less than 0.08%

and conforming to IS: 15622, of approved brand & manufacturer, in

all colours and shade, in skirting, riser of steps, laid with cement

based high polymer modified quick set tile adhesive (water based)

conforming to IS: 15477, in average 6 mm thickness, including

grouting of joints (Payment for grouting of joints to be made

11.47.2 Size of Tile 600x600 mm

Grouting the joints of flooring/wall tiles having joints of 3 mm width,

using epoxy grout mix of 0.70 kg of organic coated filler of desired

11.48 shade (0.10 kg of hardener and 0.20 kg of resin per kg), including

filling /grouting and finishing complete as per direction of Engineer-in-

11.41A.3.1 Size of Tile 600x600 mm

Stone tile (polished) work for wall lining over 12 mm thick bed of

cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @

8.9 3.3 kg/sqm including pointing in white cement complete

8.9.1.2 Granite of any colour and shade

Supply & installation of 100% commercial grade nylon carpet tile of

250x1000mm of solution dyed PRO-CARE Fiber Nylon (or equivalent),

with construction as tufted carpet tile having anti-microbial protection

using PRO-CARE AG+ guard. The tile shall have a pile weight of 16

oz/yd², pile height 4.0 ± 0.5 mm, and total height 6.5 ± 0.5 mm, with

a non-woven soft backing for superior comfort and acoustic insulation.

The carpet shall meet or exceed international safety and performance

standards including flammability (ASTM E648) – Class 1, smoke

density (ASTM E662) – Passed, color fastness (GB 3920) – Passed,

SVHC REACH compliance (235 items – Not Detected), phthalates (EN

14372) – Passed, anti-fungal activity (AATCC TM174) – 0 Grade, stain

resistance (AATCC TM175) – 9 Grade, TVOC (California Specification

01350) – Low, heavy metal (EU RoHS Directive) – Not Detected, and

anti-static walking test (GB/T-18044) – ≤3kV.

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supplying, fabrication & fixing Of Laminate Flooring Made From High

Density Fibre Board Having Density 900 Kg/M³ ±3%), Core Board

Made Using Dome Technology In 12mm Thickness, Core Board

Consisting Of Lignocellulosic Material-Specifically “Plantation Timbers”

Like Eucalyptus Manufactured With Homogeneous Core. The Flooring

Shall Be Topicalized With An Anti-Bacterial Surface With Dimensional

Stability And Laminated With Melamine Formaldehyde Impregnated

Décor Paper (70-120gsm), Duly Overlayed With An Anti-Abrasion

Layer Of Aluminium Oxide Impregnated Tissue (45,55,65 Gsm) In Ac5

(6000 Abrasion Cycle ) As Per En13329 The Product Shall Have An

Isomatric Locking Profile Made From 5 Spindled Profiling Head. The

Locking Profile Shall Be Wax Coated To Prevent Moisture Seepage.The

Laminate Flooring Shall To Be Fixed On A Base Of 2mm Thick Layer Of

PU Foam Having A Density Of 24kg/M³.The Bare Floor Shall Be 1st

Covered with PE Sheet Having a Thickness Of 0.2mm The Flooring

Solution Shall Be Accompanied Same Shade Décor Paper Laminated

By Hdhmr (High Density High Moisture Resistance). Accessories-

Skirting, Reducers, End profiles, Stair Nose & Beading of Matching

Shades. (Igbc Membership & Fsc Certified).Plank size: AC5– 1214 MM

Supplying Geofoam blocks of density 12 Kg/m3 (±5%), manufactured

from virgin expandable polystyrene (EPS) beads through a controlled

steam expansion process without the use of any recycled or regrind

material. The EPS beads are pre- expanded using saturated steam to

achieve the desired density, matured in ventilated silos, and then

moulded into standard block sizes of 4.0m × 1.2m × 1.0m or as per

machine. The blocks are cured for a minimum of 72 hours to ensure

dimensional stability before being precision-cut to the required size

and shape using CNC hot- wire cutting machines, as per approved

construction/shop drawings.

Each block shall be clearly labelled for ease of installation. The

supplied geofoam shall have a minimum compressive strength of 15

kPa at 1% strain, flexural strength of 69 kPa, water absorption of less

than 5% by volume after 24 hours, oxygen index min. volume % 24

and shall exhibit self-extinguishing fire performance. All material shall

comply with ASTM D6817M-17 (Reapproved 2021), and each batch

shall be accompanied by third-party test certificates from NABL/ISO-

certified laboratories. After placement, the geofoam shall be covered

with appropriate reinforcement such as weld mesh or structural steel

as per design, and concrete overlay.

TOTAL (Carried Over to Summary of Civil Works) 1404749.98 378174.47

I SUB 12.0 ROOFING WORK

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm

x 20 mm) with SRI (solar refractive index) > 78, solar reflection >

0.70 and initial emittance > 0.75 on waterproof and sloped surface of

terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

12.55 cement : 4 coarse sand) and grouting the joints with mix of white Sqm 1703.95 5 8519.75

cement & marble powder in ratio of 1:1, including rubbing and

polishing of the surface upto 3 cuts complete, including providing

skirting upto 150 mm height along the parapet walls in the same

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

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

finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

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

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

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coat of neat cement, rounding the edges and making and

finishing the outlet complete.

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing and fixing tiled false ceiling of specified materials of size

595x595 mm in true horizontal level, suspended on inter locking metal

grid of hot dipped galvanized steel sections ( galvanized @ 120

grams/ sqm, both side inclusive) consisting of main "T" runner with

suitably spaced joints to get required length and of size 24x38 mm

made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm

center to center and cross "T" of size 24x25 mm made of 0.30 mm

thick (minimum) sheet, 1200 mm long spaced between main "T" at

600 mm center to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and size 24x25 mm made of

0.30 mm thick (minimum) sheet to be interlocked at middle of the

1200x600 mm panel to form grids of 600x600 mm and wall angle of

size 24x24x0.3 mm and laying false ceiling tiles of approved texture in

the grid including, required cutting/making, opening for services like

diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T"

runners to be suspended from ceiling using GI slotted cleats of size 27

x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long

dash fasteners, 4 mm GI adjustable rods with galvanised butterfly

level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to

center along main T, bottom exposed width of 24 mm of all T-sections

shall be pre-painted with polyester paint, all complete for all heights

as per specifications, drawings and as directed by Engineer-in-charge.

GI Metal Ceiling Lay in perforated Tegular edge global white color tiles

of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI

sheet having galvanizing of 100 gms/sqm (both sides inclusive) and

20% perforation area with 1.8 mm dia holes and having NRC (Noise

Reduction Coefficient) of 0.5, electro statically polyester powder

coated of thickness 60 microns (minimum), including factory painted

after bending and perforation, and backed with a black Glass fiber

acoustical fleece.

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 horizont al 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

26.27 (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-in-

With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

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 (both

side 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 :

12.5 mm thick tapered edge gypsum plain board conforming to IS:

with BIS certification marks)

Providing and fixing tiled false ceiling of specified materials of size

595x595 mm in true horizontal level, suspended on interlocking metal

grid of hot dipped galvanized steel sections (galvanized @ 120 grams/

sqm, both side inclusive) consisting of main “T” runner with suitably

spaced joints to get required length and of size 24x38 mm made from

0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center

and cross “T” of size 24x25 mm made of 0.30 mm thick (minimum)

sheet, 1200 mm long spaced between main “T” at 600 mm center to

center to form a grid of 1200x600 mm and secondary cross “T” of

length 600 mm and size 24x25 mm made of 0.30 mm thick

(minimum) sheet to be interlocked at middle of the 1200x600 mm

panel to form grids of 600x600 mm and wall angle of size 24x24x0.3

mm and laying false ceiling tiles of approved texture in the grid

including, required cutting/making, opening for services like diffusers,

grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to

be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25

x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash

fasteners, 4 mm GI adjustable rods with galvanized butterfly level

clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center

along main T, bottom exposed width of 24 mm of all T-sections shall

be pre-painted with polyester paint, all complete for all heights as per

specifications, drawings and as directed by Engineer-incharge.

8 mm thick fully perforated calcium silicate board made with

Calcareous & Siliceous materials reinforced with cellulose fiber

manufactured through autoclaving process to give stable crystalline

structure with minimum compressive strength 225 kg/ sq. cm,

12.58.1 bending trength 100 kg/sq. cm , of size 595x595 mm, having Sqm 1789.45 144.36 258324.15

perforation of dia. 10 mm with minimum perforated area 18 % with

non woven tissue on the back side, having an NRC ( Noise Reduction

Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum

TOTAL (Carried Over to Summary of Civil Works) 735108.78 0.00

J SH 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of single or half brick wall of mix

13.16.1 6mm cement Ceilling plaster of mix :-

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

13.11 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm Sqm 518.55 697.97 361931.05

thick cement plaster 1:6 (1 cement : 6 fine sand).

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

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

plastered surface to prepare the surface even and smooth complete.

Providing and applying white cement based putty of average thickness

13.8 1 mm, of approved brand and manufacturer, over the plastered wall Sqm 156.05 226.23 35302.53

surface to prepare the surface even and smooth complete.

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50 grams/

litre of approved brand and manufacture, including applying additional

coats wherever required to achieve even shade and colour.

Providing and applying on interior walls an approved premium-quality,

nontoxic, heavy-metal-free, low-VOC, ISO-9001:2015 and Z.E.D

certified, 100% breathable, vapourpermeable, water-based fine acrylic-

silicon texture finish. The system shall be a minimum 4-layer

composite application consisting of special base primer + texture coat

+ protective sealer, having a total application thickness of 2–2.5 mm,

with a minimum coverage of 0.7 m²/kg, and a minimum volume solids

content of 50–52%. The finished system shall have an SRI ranging

from 45–68, depending on the selected shade. The product shall carry

a 7-year durability warranty, 3-year crack-resistance warranty, and 2-

year surface cleanability warranty. The texture material shall contain

special graded aggregates minerals and shall offer hairline crack-

bridging capability up to 1.5 mm. Additives shall include shrinkage-

compensating agents, flow enhancers, anti-carbonation barrier

chemicals, and hydrophobic agents. Water absorption shall be less

MR8 than 1.2%, and the applied system shall achieve a minimum of Sqm 595.24 179.35 106754.73

10,000 wet scrub cycles, manufactured using a proprietary mineral

reinforced with acrylic-silicon matrix system. The texture pattern shall

be executed in the approved design pattern code over a suitably

prepared plastered wall surface. Surface preparation shall include the

application of a rough pebblefinish special primer coat with a

minimum dry film thickness of 70–80 µm, followed by the texture coat

with a thickness of 2.0–2.5 mm, and protective top coats of 70–80 µm

each, applied strictly as per the manufacturer's specifications and the

instructions of the Engineer-in-Charge. All components (primer,

texture coat, and topcoat) must be sourced from the same

manufacturer and shall form part of a tested and certified integrated

coating system. Packing shall be supplied in 26 kg units. Substitution

of any component is not permitted. An authorization letter from the

OEM shall be submitted prior to execution, as directed by the Engineer-

Providing and applying on exterior walls an approved premium-

quality, nontoxic, heavy-metal-free, low-VOC, ISO-9001:2015 and

Z.E.D certified, 100% breathable, vapourpermeable, water-based fine

granula acrylic-silicon texture finish. The system shall be a minimum

4- layer composite application consisting of special base primer +

texture coat + protective sealer, having a total application thickness

of 2–2.5 mm, with a minimum coverage of 0.7 m²/kg, and a minimum

volume solids content of 52–58%. The finished system shall have an

SRI ranging from 45–68, depending on the selected shade. The

product shall carry a 7-year durability warranty, 5-year crack-

resistance warranty, and 3-year surface cleanability warranty. The

texture material shall contain special graded aggregates (maximum

particle size 2–2.5 mm) and shall offer hairline crack-bridging

capability up to 2.5 mm. Additives shall include shrinkage-

compensating agents, flow enhancers, anti-carbonation barrier

MR9 chemicals, and hydrophobic agents. Water absorption shall be less Sqm 1011.91 697.97 706277.18

than 1.5%, and the applied system shall achieve a minimum of

15,000 wet scrub cycles, manufactured using a proprietary quartz-

reinforced acrylic-silicon matrix system. The texture pattern shall be

executed in the approved design pattern code over a suitably prepared

plastered wall surface. Surface preparation shall include the

application of a rough pebble-finish special primer coat with a

minimum dry film thickness of 70–80 µm, followed by the texture coat

with a thickness of 2.0–2.5 mm, and protective top coats of 70–80 µm

each, applied strictly as per the manufacturer's specifications and the

instructions of the Engineer-in-Charge. All components (primer,

texture coat, and topcoat) must be sourced from the same

manufacturer and shall form part of a tested and certified integrated

coating system. Packing shall be supplied in 26 kg units. Substitution

of any component is not permitted. An authorization letter from the

OEM shall be submitted prior to execution, as directed by the Engineer-

TOTAL (Carried Over to Summary of Civil Works) 1100880.47 813031.91

K SH 21.0 ALUMINIUM WORKS

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing and fixing aluminium work for doors, windows, ventilators

and partitions with extruded built up standard tubular sections/

appropriate Z sections and other sections of approved make

conforming to IS: 733 and IS: 1285, fixing with dash fasteners of

required dia and size, including necessary filling up the gaps at

junctions, i.e. at top, bottom and sides with required EPDM rubber/

neoprene gasket etc. Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required including

cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass

/ stainless steel screws, all complete as per architectural drawings and

the directions of Engineer-in-charge. (Glazing, paneling and dash

fasteners to be paid for separately) :

21.1.1.2 For fixed portion

Powder coated aluminium (minimum thickness of powder coating 50

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)

Powder coated aluminium (minimum thickness of powder coating 50

Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

21.3 complete as per the architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

With float glass panes of 8 mm thickness (weight not less than 20

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.

21.8.1 Upto 5mm depth and 5 mm width

Providing and fixing Brass 100mm mortice latch and lock with 6 levers

21.13 without pair of handles (best make of approved quality) for aluminium Each 528.85 2 1057.70

doors including necessary cutting and making good etc. complete.

Providing and fixing aluminium tubular handle bar 32 mm outer dia,

21.12 3.0 mm thick & 2100 mm long with SS screws etc .complete as per

direction of Engineer-in-Charge

Powder coated minimum thickness 50 micron aluminium tubular

TOTAL (Carried Over to Summary of Civil Works) 106196.74 0.00

L SH 22.0 WATER PROOFING

Providing and laying water proofing treatment in sunken portion of

1 22.5 WCs, bathroom etc., by applying cement slurry mixed with water

proofing cement compound consisting of applying

First layer of slurry of cement @ 0.488 kg/sqm mixed with water

2 a) proofing cement compound @ 0.253 kg/ sqm. This layer will be

allowed to air cure for 4 hours

Second layer of slurry of cement @ 0.242 kg/sqm mixed with water

i b) proofing cement compound @ 0.126 kg/sqm. This layer will be Sqm 617.05 55.57 34287.28

allowed to air cure for 4 hours followed with water curing for 48 hours.

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

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 a slurry coat of neat cement using 2.75 kg/sqm of

cement admixed with water proofing compound conforming to IS.

2645 and approved by Engineer-in-charge over the RCC slab including

adjoining walls upto 300 mm height including cleaning the surface

before treatment.

(b) Laying brick bats with mortar using broken bricks/brick bats 25

mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5

coarse sand) admixed with water proofing compound conforming to IS

: 2645 and approved by Engineer-in-charge over 20 mm thick layer of

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

water proofing compound conforming to IS : 2645 and approved by

Engineer-in-charge to required slope and treating similarly the

22.7 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 using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-

(d) Finishing the surface with 20 mm thick jointless cement mortar of

mix 1:4 (1 cement :4 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-

charge including laying glass fibre cloth of approved quality in top

layer of plaster and finally finishing the surface with trowel with neat

cement slurry and making pattern of 300x300 mm square 3 mm deep.

(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 :

With average thickness of 120 mm and minimum thickness at khurra

TOTAL (Carried Over to Summary of Civil Works) 325184.01 0.00

M SH 26.0 New Technologies

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid door/window/clerestory windows & desertory other

Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60

(Suspension Grade), calcium carbonate and natural fibers (wood

powder/ rice husk/wheat husk) and non toxic additives (maximum

toxicity index of 12 for 100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with full body threaded star

headed SS screws having minimum frame density of 750 kg/ cum,

screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),

minimum compressive strength of 58 N/mm2, modulus of elasticity

900 N/mm2 and resistance to spread of flame of Class A category with

property of being termite/borer proof, water/moisture proof and fire

retardant and fixed in position with M.S hold fast/lugs/SS dash

fasteners of required dia and length complete as per direction of

Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be

paid for separately).

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) soliddecorative type flush door shutter of required size

comprising of virgin polymer of K value58-60 (Suspension Grade),

calcium carbonate and natural fibers (wood powder/ rice husk/wheat

husk) and non toxic additives (maximum toxicity index of 12 for 100

gms) havingminimum density of 650 kg/cum and screw withdrawal

strength of 1800 N (Face) & 900 N (Edge), minimum compressive

strength 50 N/mm2, modulus of elasticity 850 N/mm2 andresistance

26.88 to spread of flame of Class A category with property of being

termite/borer proof, water/moisture proof and fire retardant. WPC to

be laminated with PVC foil of minimum 14 microns thick of approved

design pasted with hot melt adhesive on both faces of shutter and

fixing with stainless steel butt hinges of required size with necessary

full body threaded star

headed counter sunk S.S screws, all as per direction of Engineer-In-

Charge. (Note: stainlesssteel butt hinges and necessary S.S screws

shall be paid separately)

TOTAL (Carried Over to Summary of Civil Works) 78853.03 0

Structural Glazing and Aluminium

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing and supplying aluminium extruded tubular and other

aluminium sections as per the architectural drawings and approved

shop drawings , the aluminium quality as per grade 6063 T5 or T6 as

per BS 1474,including super durable powder coating of 60-80 microns

conforming to AAMA 2604 of required colour and shade as approved

by the Engineer-in-Charge. ( The item includes cost of material such

as cleats, sleeves, screws etc. necessary for fabrication of extruded

aluminium frame work. Nothing extra shall be paid on this account).

The weight of aluminium extruded section shall be taken for purpose

Designing, fabricating, testing, protection, installing and fixing in

position semi (grid) unitized system of structural glazing (with open

joints) for linear as well as curvilinear portions of the building for all

heights and all levels, including:

Providing, assembling and supplying vision glass panels (IGUs)

comprising of hermetically-sealed 6-12- 6 mm insulated glass (double

glazed) vision panel units of size and shape as required and specified,

comprising of an outer heat strengthened toughened glass 6mm thick,

of approved colour and shade with reflective soft coating on surface #

2 of approved colour and shade, an inner Heat strengthned clear

toughened glass 6mm thick, spacer tube 12mm wide, dessicants,

including primary seal and secondary seal (structural silicone sealant)

etc. all complete for the required performances, as per the

Architectural drawings, as per the approved shop drawings, as

specified and as directed by the Engineer-in-Charge. The IGUs shall be

assembled in the factory/ workshop of the glass processor

Transmission-40%, External reflection 21%, Internal reflection 13%,

UV 12%, Solar factor 0.23

TOTAL (Carried Over to Summary of Civil Works) 1087163.00 0.00

SH EXTERNAL DEVELOPMENT

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

2.60 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and for all lift, as directed

by Engineer-incharge

2.6.1 All kinds of soil Cum 177.5 52.5 9318.75

Preparation and consolidation of sub grade with power road roller of 8

to 12 tonne capacity after excavating earth to an average of 22.5 cm

16.10 depth, dressing to camber and consolidating with road roller including Sqm 218.9 15.3 3349.17

making good the undulations etc. and re-rolling the sub grade and

disposal of surplus earthwith lead upto 50 metres.

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

4.1.6 sources : 6 graded stone aggregate 40 mm nominal size derived from Cum 7194.47 11.475 82556.56

natural sources)

Providing and laying 60mm thick faciory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory compaction, of approved size, design &

shape, laid in required colour and pattern over and including 50mm

thick compacted bed of coarse sand, filling the joints with line sand

etc. all complete as per the direction of Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate

(size range 53 mm to 0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material with water at OMC in for

all leads & lifts, laying in uniform layers with mechanical paver

finisher in sub- base / base course on well prepared surface and

compacting with vibratory roller of 8 to 10 tonne capacity to

achievethe desired density, complete as per specifications and

directions of Engineer-in-Charge.

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-incharge.

(The panel shuttering work shall be paid for separately).

Total Road Work 406605.69 0.00

Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5

2.6 m in width as well as 10sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

2.6.1 All kinds of soil Cum 177.5 62.21 11041.92

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

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

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

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade

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

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

4.1.10 sources : 8 graded stone aggregate 40 mm nominal size derived from Cum 6518.60 3.664 23884.15

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 392.15 29.76 11670.38

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 961.30 115.14 110684.08

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 736.40 45.32 33370.63

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

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

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 107.85 2,260.65 243810.78

Thermo-Mechanically Treated bars of grade Fe-500D or more. above

providing and laying in position ready mixed or site batched design

mix cement concrete forreinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

portland pozzolana / ordinary portland /portland Slag cement,

admixtures in recommended proportions as per iS: 9103 to accelerate

/ retard setting of concrete, to improvedurability and workability

without impairing strength; including pumping of concrete tosite of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering,finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shallbe payable separately. in case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.2 concrete of M-30 grade with minimum cement content of 350 kg /cum Cum 9655.7 18.15 175255.30

5.33.2 All works above plinth level upto floor V level

5.33.2.2 concrete of M-30 grade with minimum cement content of 350 kg /cum Cum 10011.35 10.83 108379.3711

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

6.4 class designation 7.5 in superstructure above plinth level up to floor V

level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 9105.95 24.6675 224621.0216

Structural steel work in single section, fixed with or without

10.1 connecting plate, including cutting, hoisting, fixing in position and Kg 117.35 81.954 9617.3019

applying a priming coat of approved steel primer all complete.

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

13.11 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm sqm 518.55 304.513 157905.2162

thick cement plaster 1:6 (1 cement : 6 fine sand).

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and

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

Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total length 90

m), having 50 nos rounds per 6 metre length, upto 3 m height of wall

with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and

with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

16.53 staples and G.I. clips to retain horizontal, including necessary bolts or Sqm 375.8 48.318 18157.9044

G.I. barbed wire tied to angle iron, all complete as per direction of

Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core

(2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with

tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S.

angle, C.C. blocks shall be paid separately)

Guard Room & Gate

Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5

2.6 m in width as well as 10sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

2.6.1 All kinds of soil Cum 177.5 33.856 6009.44

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

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

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

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

Providing and laying in position cement concrete of specified grade

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

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

4.1.10 sources : 8 graded stone aggregate 40 mm nominal size derived from Cum 6518.6 0.51 3302.567208

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 392.15 4.8 1882.32

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 961.3 18.656 17934.0128

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Sqm 736.4 13.14 9673.335672

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

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

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 107.85 251.94 27171.37957

Thermo-Mechanically Treated bars of grade Fe-500D or more. above

providing and laying in position ready mixed or site batched design

mix cement concrete forreinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

portland pozzolana / ordinary portland /portland Slag cement,

admixtures in recommended proportions as per iS: 9103 to accelerate

/ retard setting of concrete, to improvedurability and workability

without impairing strength; including pumping of concrete tosite of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering,finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shallbe payable separately. in case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.2 concrete of M-30 grade with minimum cement content of 350 kg /cum Cum 9655.7 2.178834 21038.16745

5.33.2 All works above plinth level upto floor V level

5.33.2.2 concrete of M-30 grade with minimum cement content of 350 kg /cum Cum 10011.35 1.406634 14082.3053

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

6.4 class designation 7.5 in superstructure above plinth level up to floor V

level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 9105.95 5.277534 48056.96073

Structural steel work in single section, fixed with or without

10.1 connecting plate, including cutting, hoisting, fixing in position and Kg 117.35 20 2347

applying a priming coat of approved steel primer all complete.

Steel work welded in built up sections/ framed work, including cutting,

10.25 hoisting, fixing in position and applying a priming coat of approved

steel primer using structural steel etc. as required.

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

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid door/window/clerestory windows & desertory other

Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60

(Suspension Grade), calcium carbonate and natural fibers (wood

powder/ rice husk/wheat husk) and non toxic additives (maximum

toxicity index of 12 for 100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with full body threaded star

headed SS screws having minimum frame density of 750 kg/ cum,

screw withdrawal strength of 2200 N (Face) & 1100 N (Edge),

minimum compressive strength of 58 N/mm2, modulus of elasticity

900 N/mm2 and resistance to spread of flame of Class A category with

property of being termite/borer proof, water/moisture proof and fire

retardant and fixed in position with M.S hold fast/lugs/SS dash

fasteners of required dia and length complete as per direction of

Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be

paid for separately).

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid board one side white color and other side of board

laminted with PVC foil of minimum 14 micron thickness of approved

design pasted with hot melt adhesive for cup boards, work stations

and bathroom/kitchen cabinet etc. of required sizes comprising of

virgin polymer of K value 58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/ rice husk/wheat husk)

and non toxic additives (maximum toxicity index of 12 for 100 gms)

having minimum density of 650 kg/cum and screw withdrawal

strength of 1800 N (Face) & 900 N (Edge), minimum compressive

strength 50 N/ mm2, modulus of elasticity 850 N/mm2 and resistance

to spread of flame of Class A category with property of being termite/

borer proof, water/moisture proof and fire retardant and fixing with

stainless steel piano hinges/soft close clip on concealed hinges of

required size with necessary full body threaded star headed counter

sunk S.S screws, all as per direction of Engineer-In- Charge. (Note:

stainless steel piano hinges/soft close clip on concealed hinges and

necessary S.S screws shall be paid separately)

Providing and fixing aluminium sliding door bolts, ISI marked

anodised (anodic coating not less than grade AC 10 as per IS : 1868),

transparent or dyed to required colour or shade, with nuts and screws

etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised

(anodic coating not less than grade AC 10 as per IS : 1868 )

transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or

dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing aluminium hanging floor door stopper, ISI

marked, anodised (anodic coating not less than grade AC 10 as per IS

: 1868) transparent or dyed to required colour and shade, with

necessary screws etc. complete.

9.101.1 Single rubber stopper Each 39.6 1 39.6

Providing and laying vitrified floor tiles in different sizes (thickness to

be specified by the manufacturer) with water absorption less than

0.08% and conforming to IS: 15622, of approved make, in all colours

11.41 and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4

coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm

including grouting the joints with white cement and matching

pigments etc., complete.

11.41A.3.1 Glazed Vitrified tiles Matt/Antiskid finish of size 600X600mm Sqm 1464.85 6.90 10107.465

13.4 12 mm cement plaster of mix :

13.16 6 mm cement plaster of mix :

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

13.11 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm sqm 518.55 57 29557.35

thick cement plaster 1:6 (1 cement : 6 fine sand).

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and

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

Earth work in Excavation by mechanical means (Hydraulic

excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5

1 2.6 m in width as well as 10sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

2.6.1 All kinds of soil

Domestic Flushing Tank 177.5 69.67 12366.43

Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials.

2.26.1 All kinds of soil

Domestic Flushing Tank 126.00 28.69 3614.94

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

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

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

Domestic Flushing Tank 196 45.49 8916.04

Providing and laying in position cement concrete of specified grade

3 4.1 excluding the cost of centering and shuttering - All work up to plinth

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from

natural sources)

Domestic Flushing Tank 6812 1.58 10762.96

providing and laying in position ready mixed or site batched design

mix cement concrete forreinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

portland pozzolana / ordinary portland /portland Slag cement,

admixtures in recommended proportions as per iS: 9103 to accelerate

/ retard setting of concrete, to improvedurability and workability

without impairing strength; including pumping of concrete tosite of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering,finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shallbe payable separately. in case the

cement content in design mix is more than 110% of the specified

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level. M-25 Cum 9504.75 12.36 117478.71

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

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

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

Domestic Flushing Tank 107.85 1685.95 181829.71

Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

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

Domestic Flushing Tank 392.15 4.578 1795.26

Walls (any thickness) including attached pilasters, butteresses,plinth

and string courses etc.

Domestic Flushing Tank 961.3 109.36 105127.77

Suspended floors, roofs, landings, balconies and access platform. with

water proof ply 12 mm thick

Domestic Flushing Tank 736.4 9.25 6811.70

D 5.9.16 Edges of slabs and breaks in floors and walls

5.9.16.1 Under 20 cm wide

Domestic Flushing Tank 208.55 15.26 3182.47

Steel work welded in built up sections/ framed work, including cutting,

10.25 hoisting, fixing in position and applying a priming coat of approved

steel primer using structural steel etc. as required.

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

Domestic Flushing Tank 172.6 55.00 9493.00

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 ACI212-3R-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.

22.23.1 For vertical surface two coats @ 0.70 kg per sqm

Domestic Flushing Tank 406.00 109.36 44400.16

22.23.2 For horizontal surface one coat @1.10 kg per sqm

Domestic Flushing Tank 311.50 9.25 2881.38

Water Tank Amount 508660.52 0.00

Total External works 2687277.51 0.00

Furniture Works

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Providing tropical Reception table made up 25 mm thick Pre-laminated

table top supported on 36mm thick pre-laminated legs with 2mm thick

MR edge banding .The legs are provided with heavy duty buffers. Wire Each 37,679.57 1 37679.565

management is provided at the center with a powder coated flap &

tray. The unit is provided with a three pedestal storage units.

Provide and Supply tropical chair The cushioned seat assembly shall

consists of moulded polyurethane foam upholstered with fabric. The

foam is assembled over a 12mm thick hot pressed plywood . The back

shall made up of two piece injection moulded frame. The inner frame

shall be upholstered with mesh fabric and mounted on the main

assembly. Size of back shall be (W)-46 cm, (H)-55 cm & size of seat

shall be (W)-48 cm x (D)-44.0cm. Armrest has option of height

adjustment . The arm top is made of soft moulded PU .The mechanism

of chair shall have following features:360 degree revolving type,

Synchro mechanism, Tilt tension adjustment, multi position tilt limiter

with Back-safety return feature. The chair shall be provided with

pneumatic height adjustment which shall have stroke of 95 +/- 5 mm.

The pedestal shall be made of nylon. it shall be fitted with 5 nos twin

wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-

centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors

shall be injection moulded in PP . Overall dimensions of Chair shall be,

Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from

pedestal below. Height from ground - min 95 to max 104 cm. Seat

height - min 45.0cm to max 54.0cm. Dimensions tolerance /

variations shall be within +/- 1 cm.

Workstation 0 0 0

ROVIDING Tropical SL50 NON SHARINGl system considered is 40mm

thick P up of aluminium extrusions . All panels are connected with

patented Aluminium die casted connectors with powder coated finish

upto 50 microns ..The finishes on the Panels are as under - ABOVE

DESKTOP - PINUP with Fabric as per design , BELOW DESKTOP -

Laminate as per design WORKTOPS - are made up of 25mm thick Pre-

MR laminated Particle board with 2 mm thick Edge banding on all edges . Each 21,237.57 6 127425.438

The worktops are provided with Metal Inserts for perfect alignment .

WIRE MANAGEMENT ( PANELS ) - The wires enter the system through

the partitions and the switches are terminated on the raceways .The

raceways are considered at the skirting level and above the desktop

.65mm Thick Gourmet is considered . PEDESTAL- Three Drawer Fixed

Pedestal storage unit

Provide and Supply tropical medium back chairThe cushioned seat

assembly shall consists of moulded polyurethane foam upholstered

with fabric. The foam is assembled over a 12mm thick hot pressed

plywood . The back shall made up of two piece injection moulded

frame. The inner frame shall be upholstered with mesh fabric and

mounted on the main assembly. Size of back shall be (W)-46 cm, (H)-

55 cm & size of seat shall be (W)-48 cm x (D)-44.0cm. Armrest has

option of height adjustment . The arm top is made of soft moulded PU

.The mechanism of chair shall have following features:360 degree

revolving type, Synchro mechanism, Tilt tension adjustment, multi

position tilt limiter with Back-safety return feature. The chair shall be

provided with pneumatic height adjustment which shall have stroke of

95 +/- 5 mm. The pedestal shall be made of nylon. it shall be fitted

with 5 nos twin wheel castor. The size of the pedestal shall be 65.0 +/-

1 cm pitch-centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel

castors shall be injection moulded in PP . Overall dimensions of Chair

shall be, Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as

measured from pedestal below. Height from ground - min 95 to max

104 cm. Seat height - min 45.0cm to max 54.0cm. Dimensions

tolerance / variations shall be within +/- 1 cm.

Chapter-In-Charge Cabin 0 0 0

Providing & fixing tropical Manager Cabin Table -1500x750x750mm

MR with Laminated Top & Metal Powder Coated legs as per approved Each 54,121.56 1 54121.557

sample Side Unit of size 900x450x650mm

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Provide and Supply The cushioned seat assembly shall consists of

moulded polyurethane foam upholstered with fabric. The foam is

assembled over a 12mm thick hot pressed plywood . The back shall

made up of two piece injection moulded frame. The inner frame shall

be upholstered with mesh fabric and mounted on the main assembly.

Size of back shall be (W)-46 cm, (H)-55 cm & size of seat shall be (W)-

48 cm x (D)-44.0cm. Armrest has option of height adjustment . The

arm top is made of soft moulded PU .The mechanism of chair shall

have following features:360 degree revolving type, Synchro

mechanism, Tilt tension adjustment, multi position tilt limiter with

Back-safety return feature. The chair shall be provided with pneumatic

height adjustment which shall have stroke of 95 +/- 5 mm. The

pedestal shall be made of nylon. it shall be fitted with 5 nos twin

wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-

centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors

shall be injection moulded in PP . Overall dimensions of Chair shall be,

Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from

pedestal below. Height from ground - min 95 to max 104 cm. Seat

height - min 45.0cm to max 54.0cm. Dimensions tolerance /

variations shall be within +/- 1 cm.

Provide and Supply The cushioned seat assembly shall consists of

moulded polyurethane foam upholstered with fabric. The foam is

assembled over a 12mm thick hot pressed plywood . The back shall

made up of two piece injection moulded frame. The inner frame shall

be upholstered with mesh fabric and mounted on the main assembly.

Size of back shall be (W)-46 cm, (H)-55 cm & size of seat shall be (W)-

48 cm x (D)-44.0cm. Armrest has option of height adjustment . The

arm top is made of soft moulded PU .The mechanism of chair shall

have following features:360 degree revolving type, Synchro

mechanism, Tilt tension adjustment, multi position tilt limiter with

Back-safety return feature. The chair shall be provided with pneumatic

height adjustment which shall have stroke of 95 +/- 5 mm. The

pedestal shall be made of nylon. it shall be fitted with 5 nos twin

wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-

centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors

shall be injection moulded in PP . Overall dimensions of Chair shall be,

Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from

pedestal below. Height from ground - min 95 to max 104 cm. Seat

height - min 45.0cm to max 54.0cm. Dimensions tolerance /

variations shall be within +/- 1 cm.

Library cum meeting Room 0 0 0

Providing tropical Meeting Room Table rectangular table of dimension

3000mmx1200mm depth x 750mm table top height, 25mm thk. pre-

MR laminated comm. ply table top with recessed aluminium linear pop up Each 61,657.47 3 184972.41

tray, snake type vertical wire guide from floor to table top & powder

coated aluminium section legs.

Provide and Supply The cushioned seat assembly shall consists of

moulded polyurethane foam upholstered with fabric. The foam is

assembled over a 12mm thick hot pressed plywood . The back shall

made up of two piece injection moulded frame. The inner frame shall

be upholstered with mesh fabric and mounted on the main assembly.

Size of back shall be (W)-46 cm, (H)-55 cm & size of seat shall be (W)-

48 cm x (D)-44.0cm. Armrest has option of height adjustment . The

arm top is made of soft moulded PU .The mechanism of chair shall

have following features:360 degree revolving type, Synchro

mechanism, Tilt tension adjustment, multi position tilt limiter with

Back-safety return feature. The chair shall be provided with pneumatic

height adjustment which shall have stroke of 95 +/- 5 mm. The

pedestal shall be made of nylon. it shall be fitted with 5 nos twin

wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-

centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors

shall be injection moulded in PP . Overall dimensions of Chair shall be,

Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from

pedestal below. Height from ground - min 95 to max 104 cm. Seat

height - min 45.0cm to max 54.0cm. Dimensions tolerance /

variations shall be within +/- 1 cm.

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Provide and Supply Tropical full height of size1200 x2400 x300 and

with made of PLPB board conforming to IS : 12823 Interior Grade with

PVC edge banding. Top are with 25mm thk PLPB boards with 2mm

PVC edge banding with enhanced scratch resistance supported on

25mm thk. Gable ends and 18mm thk Modesty panels with PVC edge

banding .e as specified by customer. All the exposed edges are with

2mm PVC edge Imported banding & sealed edges are with 0.8mm

thick PVC Imported edge banding. The top, side and hinged shutters

are sealed with 2mm thick PVC edge banding.The units are assembled

by knock down fittings such as Minifix & Dowels. pedestal unit of size

made up of 18mm thk. PLPB board conforming to IS : 12823 Interior

Grade with edge profile on top with

Provide and Supply Tropical full height of size2600 x2400 x300 and

with made of PLPB board conforming to IS : 12823 Interior Grade

with PVC edge banding. Top are with 25mm thk PLPB boards with

2mm PVC edge banding with enhanced scratch resistance supported

on 25mm thk. Gable ends and 18mm thk Modesty panels with PVC

edge banding .e as specified by customer. All the exposed edges are

with 2mm PVC edge Imported banding & sealed edges are with

0.8mm thick PVC Imported edge banding. The top, side and hinged

shutters are sealed with 2mm thick PVC edge banding.The units are

assembled by knock down fittings such as Minifix & Dowels. pedestal

unit of size made up of 18mm thk. PLPB board conforming to IS :

12823 Interior Grade with edge profile on top with

Chairman Office 0 0 0

Provide and Supply TROPICAL DESIGN Main table of size

2400x750x740mmH, side table of size 1200x450x650mmH and with 3

Drawer pedestal 350x450x550mmH, made of PLPB board conforming

to IS : 12823 Interior Grade with PVC edge banding. Top are with

25mm thk PLPB boards with 2mm PVC edge banding with enhanced

scratch resistance supported on 25mm thk. Gable ends and 18mm thk

Modesty panels with PVC edge banding . Separate provision for

mounting switches on the wall adjoining the tables shall be made by

customer as the tables do not come with switch mounting facility.

Wire routing / wire management gourmets shall be provided on main

or side table as specified by customer. All the exposed edges are

with 2mm PVC edge Imported banding & sealed edges are with

0.8mm thick PVC Imported edge banding. The top, side and hinged

shutters are sealed with 2mm thick PVC edge banding.The units are

assembled by knock down fittings such as Minifix & Dowels. pedestal

unit of size 350x450x550mm made up of 18mm thk. PLPB board

conforming to IS : 12823 Interior Grade with post formed edge profile

on top with premium central locking and 3 equal-sized drawers with

roller slide mechanism for added mobility.

Supplying and placing tropical High Back Chair Made up of

combination of 12mm (7 layers) & 4mm (3 layers) thick hot pressed

plywood and 37mm thick, 32 Density U foam upholstered with fabric

or Leather. The back ply and foam is designed with contoured lumber

support for achieving comfortable seating posture. Back rest available

in two sizes - High Back 860mm (H) X 550mm (W). The backrest

tested for 1,20,000 cycles to be completed with a load of 44.5Kg as

per ANSI / BIFMA X5.1.

SEAT : The seat is made up of 12mm thick (7 layers) hot pressed

plywood and moulded seat foam upholstered with fabric. Seat Size

510mm (W) X490mm (D). The seat tested for 1,00,000 cycles to be

completed with a load of 57kg impact force on the seat as per ,Seat

foam made out of moulded Polyurethane foam with Density: 50-60

Kg/m3 and Resilience: 50% - 60%

ARM REST : The armrests made of black integral skin polyurethane

MR with 40-55 Shore Hardness and reinforced with 2mm thick M.S. insert. Each 49,520.75 1 49520.7545

Arm pad size 248mm (L) x 92mm (W). The armrests are fitted to the

seat with seat/armrest connecting strip assembly made of 6mm thick.

HR steel. 2D arms with height adjustable up to 80mm & front and

back with adjustable up to 60mm. Arm rest tested for 60,000 Cycles

to be completed with load of 40Kg

MECHANISM : FOUR POINT SYNCHRO MECHANISM : Mechanism with

two lever control for lock and seat height adjustment. Mechanism

made out of MS Plate thickness is 3mm and seat is tilting angle is

0°~6°. and back tilting angle is 89°~109°. Also it has the back

tension adjustment knob. Mechanism tested for 3, 00,000 Cycles.

GAS LIFT :Gas lift pipe diameter 50mm and has an Height adjustment

stoke of 120mm. Gas lift tested for 1, 00,000 Cycles Meets DIN 4550

Class 3 and all applicable ANSI/BIFMA, EN performance standard

BASE :ALUMINIUM BASE : The base made up of pressure die casted in

aluminium fitted with 5Nos twin wheel castors. The base is 650mm

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supplying and placing tropical High Back Chairs Made up of

combination of 12mm (7 layers) & 4mm (3 layers) thick hot pressed

plywood and 37mm thick, 32 Density U foam upholstered with fabric

or Leather. The back ply and foam is designed with contoured lumber

support for achieving comfortable seating posture. Back rest available

in two sizes - High Back 860mm (H) X 550mm (W). The backrest

tested for 1,20,000 cycles to be completed with a load of 44.5Kg as

per ANSI / BIFMA X5.1.

SEAT : The seat is made up of 12mm thick (7 layers) hot pressed

plywood and moulded seat foam upholstered with fabric. Seat Size

510mm (W) X490mm (D). The seat tested for 1,00,000 cycles to be

completed with a load of 57kg impact force on the seat as per ,Seat

foam made out of moulded Polyurethane foam with Density: 50-60

Kg/m3 and Resilience: 50% - 60%

ARM REST : The armrests made of black integral skin polyurethane

MR with 40-55 Shore Hardness and reinforced with 2mm thick M.S. insert. Each 43,415.46 3 130246.368

Arm pad size 248mm (L) x 92mm (W). The armrests are fitted to the

seat with seat/armrest connecting strip assembly made of 6mm thick.

HR steel. 2D arms with height adjustable up to 80mm & front and

back with adjustable up to 60mm. Arm rest tested for 60,000 Cycles

to be completed with load of 40Kg

MECHANISM : FOUR POINT SYNCHRO MECHANISM : Mechanism with

two lever control for lock and seat height adjustment. Mechanism

made out of MS Plate thickness is 3mm and seat is tilting angle is

0°~6°. and back tilting angle is 89°~109°. Also it has the back

tension adjustment knob. Mechanism tested for 3, 00,000 Cycles.

GAS LIFT :Gas lift pipe diameter 50mm and has an Height adjustment

stoke of 120mm. Gas lift tested for 1, 00,000 Cycles Meets DIN 4550

Class 3 and all applicable ANSI/BIFMA, EN performance standard

BASE :ALUMINIUM BASE : The base made up of pressure die casted in

aluminium fitted with 5Nos twin wheel castors. The base is 650mm

Providing tropical Meeting Room Table (16 pax) rectangular table of

dimension 4400mmx1700mm depth x 750mm table top height, 25mm

MR thk. pre-laminated comm. ply table top with recessed aluminium Each 1,09,613.28 1 109613.28

linear pop up tray, snake type vertical wire guide from floor to table

top & powder coated aluminium section legs.

Provide and Supply The cushioned seat assembly shall consists of

moulded polyurethane foam upholstered with fabric. The foam is

assembled over a 12mm thick hot pressed plywood . The back shall

made up of two piece injection moulded frame. The inner frame shall

be upholstered with mesh fabric and mounted on the main assembly.

Size of back shall be (W)-46 cm, (H)-55 cm & size of seat shall be (W)-

48 cm x (D)-44.0cm. Armrest has option of height adjustment . The

arm top is made of soft moulded PU .The mechanism of chair shall

have following features:360 degree revolving type, Synchro

mechanism, Tilt tension adjustment, multi position tilt limiter with

Back-safety return feature. The chair shall be provided with pneumatic

height adjustment which shall have stroke of 95 +/- 5 mm. The

pedestal shall be made of nylon. it shall be fitted with 5 nos twin

wheel castor. The size of the pedestal shall be 65.0 +/- 1 cm pitch-

centre-dia (70.0 +/- 1.0 cm with castors). The twin wheel castors

shall be injection moulded in PP . Overall dimensions of Chair shall be,

Width of Chair - 70.0cm, Depth of Chair - 70.0 cm as measured from

pedestal below. Height from ground - min 95 to max 104 cm. Seat

height - min 45.0cm to max 54.0cm. Dimensions tolerance /

variations shall be within +/- 1 cm.

Providing tropical low height storage 3340mm x600mm x750mm

MR made by mdf board with one side laminated with shutter and shelves Each 38,364.65 1 38364.648

and hetich hardware with lock

Providing tropical low height storage 2000mm x600mm x750mm

MR made by mdf board with one side laminated with shutter and shelves Each 27,403.32 1 27403.32

and hetich hardware with lock

MP Hall 0 0 0

Providing chair ms powder caoted frame with laminated pad fabric

Total Furniture Work 0 ########

SANITARY AND INTERNAL & EXTERNAL PLUMBING WORK

Providing and fixing white vitreous china extended wall mounting

water closet of size mm of approved including providing & fixing white

1 17.78 vitreous china cistem with dual flush fifing, of flushing capacity 3 litre/ Each 14999.15 8 119993.20

6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern

fitings, nuts, bolts and gasket etc complete.

Providing and fixing wash basin with C.I. brackets, 15 mm dia CP

Brass single hole basin mixer of approved quality and make. including

painting of fittings and brackets, cutting and making good the walls

wherever required:-

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

White Vitreous China Wash basin size 550x400 mm with a 15 mm CP

Brass single hole basin mixer

Providing and fixing white vitreous china pedestal for wash basin

completely recessed at the back for the reception of pipes and fittings.

Providing and fixing white vitreous china battery based infrared sensor

operated urinal of approx. size 610 x 390 x 370 mm having pre & post

flushing with water (250 ml & 500 ml consumption), having water

5 17.80 inlet from back side, including fixing to wall with suitable brackets all Each 7979.20 6 47875.20

as per manufacturers specification and direction of Engineer-in-

Providing and fixing Urinal Division Plate with table rubbed, edges

rounded and polished, of size 900 x 450 mm, fixed in urinal partitions

by cutting a chase of appropriate width with chase cutter and

6 MR-1 embedding the stone in the chase with epoxy grout or with cement Each 6,624 6 39746.71

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

6 mm nominal size) as per direction of Engineer-in-charge and

finished smooth.

Each Providing and fixing PTMT Waste Coupling for wash basin and

sink, of approved quality and colour.

Providing and fixing CP Brass 32 mm size Bottle Trap of approved

quality & make and as per the direction of Engineer-in-charge.

Providing and fixing P.V.C. waste pipe for sink or wash basin including

P.V.C. waste fittings com lete.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen Sink as

per IS:13983 with C.I. brackets and stainless steel plug 40 mm,

including painting Of fittings and brackets, cutting and making good

the walls wherever required :

12 17.10.1 Kitchen sink with drain board

Providing and fixing mirror of superior glass (of approved quality) and

14 17.32 of required shape and size with plastic moulded frame of approved

make and shade with 6 mm thick hard board backing

15 17.32.2 Rectangular shape 453x357 mm Each 1361.80 8 10894.40

16 17.34 Providing and fixing toilet paper holder :

Providing and fixing C.P. brass angle valve for basin mixer of

18 18.53 approved quality conforming to IS:8931

20 MR-2 Providing and fixing Soap Dish -Ss304, Chrome Plated Each 6,624 8 52995.61

21 MR-3 Providing and fixing Towel Ring-Ss304, Chrome Plated Each 6,624 8 52995.61

Providing & fixing chrome plated brass battery based infrared sensor

operated pillar cock, having foam flow technology.

Providing and fixing of 15 mm dia C.P. brass Pillar cock with CP wall

30 MR-8 flange of approved quality with flow rate of 5 LPM complying to Green Each 3,154 8 25234.57

Building requirements.

Providing and fixing of Health faucet with regulator with flexible pipe

1.0 m long, wall hooked complete as required with flow rate of 3.8

LPM complying to Green Building requirements. Make: Jaquar -Model

No: ALD-565 or equivalent make.

Providing and fixing of 15 mm dia CP brass 2way bib cock with CP wall

32 MR-10 flange of approved quality with flow rate of 3.8 LPM complying to Each 2,105 8 16841.28

Green Building requirements.

Providing and fixing of C.P. brass twin coat hook with PVC rawl plug &

C.P. brass screw complete as required.

5 inch Stainless Steel Glossy Finish Silver Round Plain Floor Drain

36 5 inch Floor Trap Stainless Steel Glossy Finish Silver 0

Supplying and fixing the HI SPEED HAND DRYER Construction : Steel

#304,Mounting : Wall Mounted, Operation : Automatic, Hand Dry

38 MR-14 Time : 9S ,Auto Cutoff : 60 seconds, Noise Leve : 60-70db, Motor : Each 13,707 5 68536.60

brush motor, Speed : 30000r/min, Voltage : 220-240V, Rated Power :

1000W, Current : 6A Hand Dryer, Medium Traffic, S.Steel

39 MR-15 Supplying and fixing the Soap Dispenser (Heavy Traffic), S.Steel Each 8,004 3 24011.09

Providing and fixing of Storage type water heater/ Geyser with

required accessories like 15 mm CP angle valve on inlet & outlet line,

heavy duty reinforced flexible PVC connector for cold water line and

flexible CP brass connector with CP checkout for hot water line.

Supply, Installation, Testing & commisioning of RO water purifier

Type of purification:- RO/ Hr purification :-50 LPH

Inlet TDS (500 PPM)

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

44 WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all CPVC

plain & brass threaded fittings This includes jointing of pipes & fittings

with one step CPVC solvent cement, trenching, refilling & testing of

joints complete as per direction of Engineer in Charge as per IS code

47 18.9.2 20 mm nominal dia Pipes Metre 274.30 36.80 10094.24

48 18.9.3 25 mm nominal dia Pipes Metre 355.40 38.50 13682.90

49 18.9.4 32 mm nominal dia Pipes Metre 438.60 29.00 12719.40

Providing and fixing gun metal non- return valve of approved quality

(screwed end) :

Providing and fixing gun metal gate valve with C.I. wheel of approved

quality screwed end

53 18.17.1 25 mm nominal bore Each 622.40 3 1867.20

54 18.17.1A 20 mm nominal bore Each 539.95 3 1619.85

Providing and fixing ball valve (brass) of approved quality, High or low

56 18.18 pressure, with plastic

floats complete

57 18.18.2 20 mm nominal bore Each 462.5 7 3237.50

18.18.3 25 mm nominal bore Each 4302.00 10 43020.00

Fixing Water meter and stop cock in G.I. pipe line including cutting

58 18.14 and threading the pipe and making long screws etc. complete (cost of Each 812.30 1 812.30

water meter and stop cock to be paid separately).

Providing and fixing the Water Level Indicator with Musical Alarm on

Tank Full and Buzzer on Tank Empty with 20 metres of Sensor Wire

Providing and placing on terrace (at all floor levels) polyethylene

water storage tank, IS : 12701 marked, with cover and suitable

locking arrangement and making necessary holes for inlet, outlet and

overflow pipes but without fittings and the base support for tank

62 EXTERNAL SERVICES

Constructing masonry Chamber 60x60x75 cm inside, in brick work in

cement mortar (1 cement : 4 coarse sand) for sluice valve, with C.I-

surface 100 mm top diameter, 160 mm bottom diameter and 180 mm

deep ( inside) with chained lid and RCC top slab 1 : 1.5:3 mix (1

cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal

size), including necessary excavation, foundation concrete 1 (1

cement : 5 fine : 10 graded stone aggregate 40 mm nominal size) and

inside plastering with cement mortar 1--3 (1 cement 3 coarse sand)

12 mm thick, finished with a floating coat of neat cement complete as

per standard design .

With common burnt clay EPS-(non modular) bricks of class

designation 7.5

DSR-2025 Providing and fixing in position the industrial type pressure gauges

/30.8 with gun metal/ brass valves complete as required

Providing and fixing M.S fabricated hot dipped galvanized coating

puddle flange comprising of 600 mm dia long M.S class 'C' pipe

(screwed end up to 50 mm & flange for more than 50 mm dia) with 6

mm thick M.S plates of required size including cutting holes in Centre

66 of plate, inserting pipe & making welded (Arc) joint complete. Same

shall be installed with TEC welded joint in position with reinforcement

bars of RCC tank wall/slab including making cutout in shuttering

during concrete casting of tank of following diameter.(For

underground tank)

67 MR-19 50 mm nominal bore Each 13,196 4 52782.43

ELECTRIC PANNEL FOR DOMESTIC AND FLUSHING WATSE

DSR-E&M- Supplying and fixing TP sheet steel enclosure on surface/ recess along

69 2022/ with 16/25/32 A 415 V "C" curve TP MCB complete with connections, Each 1592 1 1592.00

2.17 testing and commissioning etc. as required.

Supply, installation, testing and commissioning of following

3.5 Core ,4 Sqmm, unarmoured ATC copper conductor multistranded,

Providing, laying, testing & commissioning of 'B' class medium duty

G.I. pipe conforming to IS 1239 including welding, fittings like elbows,

DAR-2022/ tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on

18.8 the wall/ceiling wit suitable clamp/support frame and painting with

two or more coats Of synthetic enamel paint of required shade

complete as required

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supplying & installation of approved make required capacity single

phase, 50 Hz, 220V, centrifugal mono-block pump, with starter i/c

74 single phase preventer, connections, base channel foundation etc. as

required as per specifications but excluding pipe and connection

75 SUB-HEAD-I: PLUMBING PUMP

76 PUMPS - Raw Water, Water Supply Pumps

Note- All pumps to be provided with mechanical seal and wearing

ring and mechaical seal. Performance curve should be got approved

77 before placing the order. (All pumps should be supplied with base

frame) (All level controller , water meter & Pumps shall be BMS

compatible. )(all pumps shall be supplied with vibration pad).

Providing & Fixing, testing and commissioning Openwell Submersible

Pump, KOSi - 123, 1 HP, Single Phase, 210 Volts, Size 50mm X 40mm

The pump shall be selected for performance at best efficiency point.

79 However, the pump selection shall be suitable for performance with

set point @ + 20% of the rated head.

80 Domestic and Flushing water

81 Capacity: 150 LPM

83 HP -1 (Approx.) or as required.

84 Mover : Electric Motor

85 Make: AS approved

88 SEWERAGE & DRAINAGE NETWORK

Providing, laying, jointing & testing of following UPVC. pipes with

solvent cement joint for 8 kg/ sq. cm. pressures including testing of

joints, cost of jointing materials etc. complete in all respect.(class B)

Constructing brick masonry road cath basin 450x450x77.5 cm with

94 bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast

R.C.C. vertical grating complete as per standard design :

95 MR-26 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing square-mouth S.W. gully fap class SP-I complete

with C.I. grating brick masonry chamber with water tight C.I. cover

96 19.4 with frame of 450 x 450 mm size (inside) the weight of cover to be

not less than 4.50 kg and frame to be not less than 2.70 kg as per

standard design:

97 19.4.3 180x150 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class desi

Constructing brick masonry road gully chamber 45x45x77.5 cm with

99 19.28 bricks in æment mortar 1:4 (1 cement : 4 coarse sand ) with precast

R.C.C. vertical grating complete as per standard design

With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5

101 FOR DRAINAGE WATER

Constructing brick masonry circular manhole 1.22 m internal dia at

bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4

coarse sand) inside cement plaster 12 mm thick with cement mortar

1:3 (1 cement 3 coarse sand) finished with a floating coat of neat

102 19.11 cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 40 mm nominal size) and making necessary

channel in cement concrete 1:24 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) finished with a floating coat of

neat cement, all complete as per standard design

1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade

designation) 560 mm intemal diameter conforming to IS. 12592.

weight of cover and frame to be not less than 182 kg. fixed in cement

103 19.11.1 concrete 1 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm

nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12 mm thick cement plaster at the extemal

surface shall paid for separately) :

104 19.11.1.1 With common burnt clay FPS- (non modular) bricks of class designation 7.5

105 FOR STORM WATER

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Constructing brick masonry circular type manhole 0.91 m internal dia

at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4

coarse sand), inside cernent plaster 12 mm thick with cement mortar

1 (1 cement : 3 coarse sand) finished with a floating coat Of neat

106 19.9 æment, foundation concrete 1 :3:6 mix (1 cement : 3 coarse sand : 6

graded stone aggregate 40 mm nominal size), and making necessary

channel in cement concrete1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished with a floating

coat of neat cement, all complete as per standard design :

0.91 m deep with S.F.R.C. cover and frame (heavy duty. HD-20 grade

designation) 560 mm internal diameter conforming to I.S. 12592,

total weight of cover and frame to be not less than 182 kg., fixed in

107 19.9.1 cement concrete 1:2:4 (1 cement : 2 warse sand 4 graded stone

aggregate 20 mm nominal size) including centering, shuttering all

complete. (Excavation, rests and 12 mm thick cement plaster at the

external surface shall be id for se ratel

With common bumt clay F-P-S. (non modular) bricks of class

designation 7.5

Extra depth for circular type manhole 0.91m internal dia (at bottom)

beyond 0.91 m to 1.67 m

With common burnt Clay F.P.S. (non modular) bricks Of class desi

Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS : 10910, on 12 mm dia steel bar

conforming to IS : 1786, having minimum cross section as 23 mmx25

mm and over all minimum length 263 mm and width as 165 mm with

minimum 112 mm space between protruded legs having 2 mm tread

on top surface by ribbing or chequering besides necessary and

112 19.16 adequate anchoring projections on tail length on 138 mm as per each 553.70 8.00 4429.60

standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having

manufacture's permanent identification mark to be visible even after

fixing, including fixing in manholes with 30x20x15 cm cement

concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

Making connection of drain or sewer line with existing manhole

including breaking into and making good the walls, floors with cement

cincrete 1:2:4 mix (1cement: 2 coarse sand : 4 graded stone

113 19.21 aggregate 20mm nominal size) cement plastered on both sides with

cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating

coat of neat cement and making necessary channels for the drain etc.

complete for pipes 100 to 250mm dia.

114 19.21.1 For pipes 100 to 250 mm diameter each 810.45 1 810.45

Providing and fixing on wall face unplasticised Rigid PVC rain water

pipes conforming to IS : 13592 Type A, including jointing with seal

ring conforming to IS : 5382, leaving 10 mm gap for thermal

expansion (i) Single socketed pipes

Providing and Fixing on wall face un-plasticised - PVC pipe clips of

approved design to un-plasticised - PVC rain water pipes by means of

50 x 50 x 50 mm hard wood plugs, screwed with M.S. screws of

required length including cutting brick work and fixing in cement

mortar 1:4 (1 Cement: 4 Coarse sand) and making good the walls

118 MR-27 150 mm diameter each 768 18 13817.70

Providing and Fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams

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 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coat of neat cement, rounding the edges and making and

finishing the outlet complete

121 TOTAL Amount (Internal Plumbing work) 598371.14 819177.50

121 TOTAL Amount (Internal Plumbing work) 598371.14 819177.50

122 RAIN WATER HARVESTING PIT

Boring/drilling bore well of required dia for casing/ strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting

samples from different strata, preparing and submitting strata

123 23.1 chart/bore log, including hire & running charges of all equipments,

tools, plants & machineries required for the job, all complete as per

direction of Engineer –in-charge, upto 90 metre depth below ground

124 23.1.1 All types of soil

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supplying, assembling, lowering and fixing in vertical position in bore

well, unplasticized PVC medium well casing (CM) pipe of required dia,

126 23.3 conforming to IS: 12818, including required hire and labour charges, 0

fittings & accessories etc. all complete, for all depths, as per direction

of Engineer –in-charge.

127 23.3.3 200 mm nominal size dia. Meter 1113.35 20 22267.00

Supplying, assembling, lowering and fixing in vertical position in bore

well unplasticized PVC medium well screen (RMS) pipes with ribs,

128 conforming to IS: 12818, including hire & labour charges, fittings & 0

accessories etc. all complete, for all depths, as per direction of

Engineer-in-charge.

129 23.4.3 200 mm nominal size dia. Meter 1255.70 10 12557.00

Supplying, filling, spreading & leveling stone boulders of size range 5

130 23.5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & cum 1509.8 2 3019.60

lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling gravels of size range 5 mm to

10 mm, in the recharge pit, over the existing layer of boulders, in

required thickness, for all leads & lifts, all complete as per direction of

Engineer-in-charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5

mm to 2 mm in recharge pit, in required thickness over gravel layer,

for all leads & lifts, all complete as per direction of Engineer –in-

Gravel packing in tubewell construction in accordance with IS: 4097,

including providing gravel fine/ medium/ coarse, in required grading &

sizes as per actual requirement, all complete as per direction of

Engineer-in-charge.

Providing and fixing Bail plug/ Bottom plug of required dia to the

bottom of pipe assembly of tubewell as per IS:2800 (part I).

Construction of Recharge well including earth work in excavation in

overarea, foundations in all kinds of soil/ordinary rock including all

lifts and lead, backfilling, including PCC (1:4:8) work, masonry work,

RCC M15 grade work in top slab including reinforcement, centering,

shuttering, 12mm cement plastering (1:3) finished with a float coat of

neat cement, as per techncial specifications, drawings, all complete.

Construction of De-Silting Chamber including earth work in excavation

in overarea, foundations in all kinds of soil/ordinary rock including all

lifts and lead, backfilling, including PCC (1:4:8) work, masonry work,

RCC M15 grade work in top slab including reinforcement, centering,

shuttering, 12mm cement plastering (1:3) finished with a float coat of

neat cement, as per techncial specifications, drawings, all complete.

Providing and fixing factory made precast RCC perforated drain

covers, having concrete of strength not less than M-25, of size 1000 x

450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos

138 23.9 cross sectional T.M.T. hoop bars, including providing 50 mm dia each 1399.95 1 1399.95

perforations @ 100 to 125 mm c/c, including providing edge binding

with M.S. flats of size 50 mm mm x 1.6 mm complete, all as per

direction of Engineer-in-charge.

Providing, laying, jointing & testing of following UPVC. pipes with

solvent cement joint for 8 kg/ sq. cm. pressures including testing of

joints, cost of jointing materials etc. complete in all respect.(class B)

MR-25 200 mm diameter Metre 1871.82 43.75 81892.02

139 TOTAL Amount (rain water harvesting system 292248.23 81892.02

139 TOTAL Amount (rain water harvesting system 292248.23 81892.02

Boring/drilling bore well of required dia for casing / strainer pipe, by

suitable method prescribed in IS: 2800 (part I), including collecting

samples from different strata, preparing and submitting strata chart/

bore log, including hire & running charges of all equipments, tools,

plants & machineries required for the job, all complete as per direction

of Engineer -in-charge, upto 90 metre depth below ground level.

142 23.1.1 All types of soil

143 23.1.1.1 300 mm nominal size dia Metre 707.75 30 21232.50

Supplying, assembling, lowering and fixing in vertical position in bore

well, unplasticized PVC medium well casing (CM) pipe of required dia,

144 23.3 conforming to IS: 12818, including required hire and labour charges,

fittings & accessories etc. all complete, for all depths, as per direction

of Engineer -in-charge.

145 23.3.2 150 mm nominal size dia Metre 793.25 15 11898.75

Supplying, assembling, lowering and fixing in vertical position in bore

well unplasticized PVC medium well screen (RMS) pipes with ribs,

conforming to IS: 12818, including hire & labour charges, fittings &

accessories etc. all complete, for all depths, as per direction of

Engineer-in-charge.

23.4.2 150 mm nominal size dia. Metre 807.45 15 12111.75

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supplying, filling, spreading & levelling stone boulders of size range

146 23.5 5cm to 20cm, in recharge pit, in the required thickness, for all leads & cum 1509.8 2 3019.60

lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & levelling gravel of size range 5mm to

10mm, in recharge pit, over the existing layer of boulders, in required

thickness, for all leads & lifts, all complete as per direction of Engineer-

Supplying, filling, spreading & levelling coarse sand of size range

1.5mm to 2mm, in recharge pit, in required thickness over gravel

layer, for all leads & lifts, all complete as per direction of Engineer-in-

Providing and fixing Bail plug/ Bottom plug of required dia to the

bottom of pipe assembly of tube well as per IS:2800 (part I).

Providing and fixing factory made precast RCC perforated drain

covers, having concrete of strength not less than M-25, of size 1000 x

450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos

151 23.9 cross sectional T.M.T. hoop bars, including providing 50 mm dia each 1399.95 1 1399.95

perforations @ 100 to 125 mm c/c, including providing edge binding

with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction

of Engineer-in-charge.

Supplying, Installation, Testing and Commissioning of Borewell

Submersible Water filled Pump 1.5 HP Rated voltage: 220V | Voltage

152 MR-29 range: 160V-240V (1PH) | Rated Frequency: 50Hz.Max. head: Up to each 16,625.00 1 16625.00

74meters.Delivery pipe size: 32 mm to 65 mm Max. Discharge : Up to

100LPM.Liquid: Clear water.Motor type: Water filled motor

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all CPVC

plain & brass threaded fittings This includes jointing of pipes & fittings

with one step CPVC solvent cement, trenching, refilling & testing of

joints complete as per direction of Engineer in Charge as per IS code

154 18.9.4 32 mm nominal dia Pipes Metre 438.60 20 8772.00

Supply intsllation ,testing and commissioning flat aluminium cable

for submersibile pump motor

Supply installation and commissioning M S Control 1.5 HP Automatic

157 MR-31 Panel for Single Phase for Submersible Water Filled Pump with Water each 2,506.00 1 2506.00

Level Controller System Submersible Water Pump

TOTAL (Borewell) 64945.15 22296.00

SN Description Items Unit Rate Quantity DSR Amount NDSR Amount

1 VRF OUTDOOR UNITS

Supply, Installation, Testing & Commissioning of Modular type

Variable Refrigerant FlowNariable Refrigerant Volume air Outdoor

units suitable for having 100% hermetically sealed inverter type twin

Rotary/Scroll Compressor(s),minimum two compressors (with

individual separate PCB) for above 14HP modules, microprocessor

based Controller, top discharge type condensing unit(s), with R410-A

Refrigerant or equivalent, vibration Isolators with suitable foundation

etc. complete as required. To have better efficiency condenser fan

shall be capable to operate at different speed with respect to load. The

unit shall deliver the rated capacity and in confirmation as per IS

18728:2024 and CPWD Specifications and work even at 50 oc ambient

temperature without tripping. The system shall be able to deliver

2 31.3 100% of the rated capacity upto 39 Degree Celcius.The unit shall be

suitable to work on 400V +1 10%, 3 Phase, 50HzAC power supply and

BMS compatible. The unit shall be filled with first charge of the

refrigerant and ready for use as required. The condenser should be

coated with a hydrophilic film to prevent water accumulation on the

surface of the heat exchanger, enhance water dispersion, and reduce

the risk of degradation, thereby improving overall performanæ and

durability The Indian Seasonal Energy Efficiency Ratio (ISEER) ofthe

unit shall be as per Energy Conservation and Sustainable Building

Code (ECSBC) 2024 as below and complete as per CPWD specification,

connections, inter connections etc. as required. (For capacity <40 kWr

ISEER 6.4, Capacity > 40and ISEER6.5, Capacity > 70 ISEER6.6

forECSBC+ Building)

4 SUPPLY OF VRF INDOOR UNITS

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supply, Installation, Testing and Commissioning of following minimum

capacity 4 way Cassette Type Indoor ceiling mounted unit equipped

with synthetic washable media pre-filter, fan section with low noise

fan /dynamically balanæd blower, multispeed motor, coil section with

DX Copper electronic expansion valve, outer cabinet, drain pump,

grill, neæssary supports, vibration Isolation, Corded remote control

5 31.4 etc., suitable for operation on single phase 230 V ± 10%, 50Hz AC

supply, complete, as required. The Indoor units must shut down upon

receiving a singal from the BMS System/Fire Signals. The system shall

be capable to adjust air flow as per room requirement in auto mode.

The cooling æpacity of indoor unit will be at air inlet conditions of 27

Degree C DB and 19 Degree C WB tem rature. Make will be same as

10 Wall Mounted unit

Supplying, Installation, Testing and Commissioning of following

minimum capacity High wall type Indoor unit equipped with and

comfort washable synthetic media prefilter, fan section with low noise

fan/dynamically balanced blower, multispeed motor, coil section with

DX copper coil, electronic expansion valve, outer cabinet, cord less

remote control, drain pan, necessary accessories etc., suitable for

operation on 230 V ± 10%, 50 Hz, single phase AC supply, complete

as required. The Indoor units must shut down upon receiving a singal

from the BMS System/Fire Singnals. The system shall be capable to

adjust air flow as per room requirement automatically. The cooling

capacity of indoor unit will be at air inlet conditions of 27 0C DB and

19 0C WB temperature. (Make will be same as of Outdoor)

13 LOW SIDE WORK:

14 INSTALLATION OF VRF OUT-DOOR UNITS

Supply, Installation, Testing and Commissioning of Y/T/Multi Joints.

16 31.13 Joints shall be of same Original Equipment Manufacturer (OEM) make

as of ODUs and IDUs

18 31.13.2 Outdoor Multi Joint Nos. 8,098 4 32392.00

19 COPPER PIPING, COMMUNICATION CABLE & GAS CHARGING

Supply, Installation, testing and commissioning including

vaccumiazationand Nitrogen testing of following nominal sizes of

soft/hard drawn copper refrigerant piping for VRV/VRF system,

complete with fittings, with suitable adjustable ring type hanger

supports, jointing/brazing including aæessories, insulated with XPLE

Class-O tubular insulation/with Class-O closed cell elastometric nitrile

rubber tubular sleeves sections of 19 mm thick insulation as given

below for Suction and Liquid lines, all accessories as per

21 31.14.1 6.4 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm Rmt 256 53 13568.00

22 31.14.2 9.5 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm Rmt 346 62 21452.00

23 31.14.3 12.7 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm Rmt 487 53 25811.00

24 31.14.4 15.86 mm dia (OD) (Soft drawn) with tube thickness 1.2 mm Rmt 615 62 38130.00

25 31.14.5 19 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm Rmt 739 60 44340.00

26 31.14.6 22.2 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm Rmt 904 72 65088.00

27 31.14.7 25.4 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm Rmt 1,068 55 58740.00

28 31.14.8 28.58 mm dia (OD) (Hard drawn) with tube thickness 1.2 mm Rmt 1,157 38 43966.00

30 31.14.10 34.9 mm dia (OD) (Hard drawn) with tube thickness 1.62 mm Rmt 1,222 52 63544.00

31 Control cable between IDU and ODU

Wiring for circuit/ submain wiring along with earth wire with the

32 1.14 following sizes of FRLS/HFFR PVC insulated copper conductor, single

core cable in surface/ recessed medium class PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC conduit

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

making goodthesamein caseofrecessed conduit as required.

36 MR-1 Supply and Charging of Additional refrigerant R410A gas. Kgs 1,575 29 45664.28

Supply & Instllation of UPVC drain ping with supports, clamps and 9

mm thk. Nitrile rubber tube insulation of the following sizes.

41 MR-5 VRF ODU STAND NOS 11,751 4 47004.59

42 Treated Fresh Air Units

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supply, Installation, Testing and commissioning of factory fabricated

Double Skinned Chilled Water Air- handling unit fabricated out of

extruded aluminium section with 0.8mm pre-coated Galvanised steel

sheet outside & 0.8 mm plain GSS inside, 48+/- 2 mm panels with

polyurethane foam having zero Ozone Depletion Potential substance

insulation factory injected between them by injection molding machine

with framework for each section should bolted together with soft

rubber gasket in between to make the joint airtight , with Single/

Multiple SISW Fans with AMCA certified for air and sound with EC

Motors suitable for operation on 415 volts + 10%, 50 Hz + 5% AC

supply, 8 Row cooling coil coated with premimium high performance

chemical coating for corrosion resistance made of aluminium finned

copper tube with coil section, pre - filter section with prefilters , fine

filter section with MERV 13 and 150 mm thick chemical filters as per

specifications ,stainless steel drain pan made out of 18 G sheet duly

insulated with 19mm nitrile rubber and density of insulating material

with diamond cut drain slope . The AHU panels shall be insulated with

48±2 mm thick & 40 Kg/m3 density PU foam.

The 8 row deep coil shall be in two parts (4 row deep each with

minimum 500 mm gap between them with access doors). The capacity

of Air-handlers shall be as follows. The AHU shall be with one set of

commissioning filter which shall be replaced with actual filter, drain

44 connections with drain valve, descaling valves, auto air purge valve,

necessary vibration isolation arrangement etc, complete as per

specifications. Units shall be with therm.al break profile and Eurovent/

AHRI certified . The capacity of Air- handlers shall be as follows and

other details as per specifications :

Prefilters ; 50 mm thick ,ISO coarse grade with efficiency greater than

60% conforming to ISO 16890

Fine Filters 300 mm thick , bag type , ISO ePM1 with PM efficiency (50-

70%) conforming to ISO 16890

47 MR-6 Air Quantity : 1000 CFM Nos 33,871 4 135483.82

48 Static Pressure : 75 mm wg

49 Coil Rows Deep : 8( 4 +4)

57 Supply,installation testing and commissioning the Canvas connection

Supplying, installation, balancing and commissioning of factory

fabricated GSS sheet metal rectangular/round ducting complete with

58 30.12.2 neoprene rubber gaskets, elbows, splitter dampers, vanes, hangers,

supports, bends, transitions, reducers, end caps, collars etc as

required complete in all respect in

Supplying and fixing of following thickness duly laminated aluminium

foil of mat finish closed cell Nitrile rubber (Class "O") insulation on

existing duct after applying suitable adhesive for Nitrile rubber. The

joints shall be sealed with 50 mm wide and 3 mm thick self adhesive

nitrile rubber tape insulation complete as per specifications and as

Supplying, Fixing, installation, testing and commissioning of powder

coated extruded aluminium Supply Air Grills with aluminium volume

control dampers in confirmation to SMACNA/IS and as per

specifications complete etc. as required.

Supplying, Fixing, installation, testing and commissioning of supply air

diffusers of powder coated aluminium with aluminium volume control

dampers with anti smudge ring & removable core in confirmation to

SMACNA/IS and as per specifications complete etc. as required.

Active Purification System (Bi-Polar Ionization) For

MR-1 AHU/DUCTABLE/VRF

Supply, Installation, Testing and commissioning of Bipolar Ionisation System. The

Bipolar Ionization System must be a combination of Needle Point Model for AHU

(Needle Point should have Nitinol (nickel titanium) Needles and Carbon Fiber

Brush Model for Cassettes and HI Wall AC units. The System should produce

positive and negative ions for creating a Bio Climate rich in ions and hence

neutralizing harmful pollutants including pathogens, Volatile Organic Compounds

and Particulate Matter.

The Carbon Brush self-balancing ionizer should be installed at the fan inlet of fan

coil units, VRF cassettes, ductless splits , NeedlePoint Ionizer shall be installed at

AHU and Ductable HVAC System.

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Product should have UL 867 and UL 2998 certification (for zero

ozone emission). The OEM shall have Efficacy test report on

COVID from any Internationally/Nationally recognised Laboratory.

The technology shall also have UL 2043 for Fire and Smoke safety

certificate , ISO 16000 for safety against any Organic Byproduct

and CSA C22.2#187 , CARB certification.

Manufacturers shall provide Test report from

Internationally/Nationally recognized Lab for proven efficacy on

below pathogens with minimum kill rates for the following

pathogens given the allotted time and in a space condition:

a) SARS-CoV-2 (COVID-19) Human Strain

b) MS2 Bacteriophage (Surrogates COVID-19)

c) Omicron Variant of SARS-CoV-2

e) Total Bacterial Count Reduction rate of more than 90% from

NABL Accredited Lab

f) Yeas & Mold/Total fungal count Reduction rate of more than

90% from NABL Accredited Lab

Indoor Air Quality Monitoring System-

Supply, Installation, Testing & commissioning of IAQ Monitor to

remotely measure the levels of PM 2.5, VOCs, CO2, Temperature,

Humidity on a real time basis. The IAQ Monitor shall be capable of

getting connected with Wi-Fi. The Monitor should be capable of

sending the indoor air quality information on display Screen /

Mobile/Workstation as per Client's requirement. The Monitor should

69 indicate the quality of air through changing the colours on the 65000

display screen as per the NAAQS standards and should meet the

WELL building standards. The monitor should be a 3 tier

architecture including sensor Hardware, secure cloud

infrastructure, monitoring apps including dashboard, android/IOS.

Quoted price shall be inclusive of all necessary arrangement as

required to make the unit proper functional. The System should

provide Soft Assistance in form of Notifications and Alerts for

MR-2 Periodic Preventive Maintenance. Nos. 65000 1

71 ELECTRICAL WORKS

72 DISTRIBUTION BOARD

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 V, on surface/

73 recess, complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including earthing

etc. as required. (But without MCB/RCCB/ Isolator)

74 DSR 2.5.2 8 way (4+24), Double door EACH 10724 2 21448.00

Supplying and fixing following rating, four pole, 415 V, isolator in the

75 existing MCB DB complete with testing and commissioninq etc. as

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve,

miniature circuit breaker suitable for inductive load of following poles

in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

78 DSR 2.10.1 Single pole EACH 285 26 7410.00

Supplying and fixing following rating, four pole, (three phase and

neutral), 415 volts, residual current circuit breaker (RCCB), having a

sensitivity current 30 mA in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

SITC of the following sizes of XLPE PVC armoured copper cable from

isolator / stater panel to the VRF ODU equipment.

82 MR-7 4 C x 10 sq.mm for vrf ODU's copper cable Rmt 1640.06 78 127924.33

DSR-E&M- Providing and fixing 6 SWG dia G.I. wire on surface or in recess for

85 2025/ loop earthing along with existing surface/ recessed submain wiring/ Metre 50 15 750.00

5.18 cable as required.

Supplying and installing following size of perforated painted with

DSR-E&M- powder coating M.S. cable trays bends with perforation not more than

86 2022/ 17.5%„ joined with connectors, suspended from the ceiling with M.S.

4.2 suspenders including bolts & nutst painting suspenders etc as

87 4.2.3 300 mm width X 50 mm depth X 1.6 mm thickness Rmt 1323 60 79380.00

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

TOTAL (Borewell) 3924827.30 857048.90

88 FIRE FIGHTING WORK

Description Unit Rate Quantity DSR Amount NDSR Amount

Supplying, installation, testing and cnmmissioning of electric driven

27.4 terrace pump suitable for automatic operation and consisting of

following, complete in all respects, as required: (Terrace Pump)

Horizontal type, multistage, æntrifugal, split casing pump of cast

SN (B) iron body & bronze impeller with stainless steel shaft, mechanical

Suitable HP squirell cage induction motor TEFC type suitable for

(C) operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of

protection for enclosure, horiziontal foot mounted type with Class-'F'

M.S. fabricated comrnon base plate, coupling, coupling guard,

foundation bolts etc. as required.

Suitable cement concrete foundation duly plastered and with anti

vibration pads.

Providing, laying, testing & oommissioning of 'C' class heavy duty MS

pipe conforming to IS 3589/1S 1239 including Welding, fittings like

elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the

pipe on the wall/ceiling with suitable clamp/support frame and

painting with two or more coats of synthetic enamel paint of required

shade complete as required

Supply,installation,testing &commissioning of one coat of 4 mm thick

'PYPKOTE' or coatek anti rust pipe protection including approved

7 MR-1 primer as per manufatures specifications and lap of 25 mm to make Metre 935.00 12.9 12061.50

an impermeable layer on MS pipe in treches or on structure

/masnoary complete including surface prepration.

Providing, laying, testing & commissioning of 'B' class medium duty

G.I. pipe conforming to IS 1239 including welding, fittings like elbows,

tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on

the wall/ceiling with suitable clamp/support frame and painting with

two or more coats of synthetic enamel paint of required shade

complete as required

Painting G.I. pipes and fittings with synthetic enamel white paint with

11 two coats over a ready mixed priming coat, both of approved quality

12 MR-2 100 mm diameter pipe Metre 2,439.00 23 56097.00

13 MR-3 150 mm diameter pipe Metre 2,878.00 7 20146.00

Supplying and fixing Single headed internal hydrant valve With

instantaneous Gunmetal/StainIess Steel coupling of 63 mm dia with

cast iron wheel ISI marked conforming to IS 5290 (Type -A) With

blank Gunmetal/StainIess Steel cap and chain as required ::

15 27.9.2 Single headed Stainless steel Each 6632 3 19896.00

Supplying, fixing, testing and commissioning of butterfly valve of PN

16 27.11 rating with bronze/gunmetal seat duly ISI marked complete with nuts,

bolts, washers, gaskets conforming to IS 13095 of following sizes as

Supplying and fixing orifice plate made out Of 6 mm thick stainless

19 27.13 (Grade 304) with orifice of required size to be fitted between flange & Each 1436 3 4308.00

landing valve of external and internal hydrants to reduce pressure at

the outlet tothe level of 3.5 kg/cm2 complete as required.

Providing, installation, testing and commissioning of non-return valve

following sizes confirming to IS: 5312 complete with rubber gasket, Gl

bolts, nuts, washers etc.as required :

Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm

22 dia male and female couplings duly bound with Gl wire, rivets etc.

conforming to IS 636 (type-A) as required

23 27.16.2 Stainless steel (Grade 304) Each 4667 6 28002.00

DSR-2025 Providing and fixing in position the industrial type pressure gauges

/30.8 with gun metal/ brass valves complete as required

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supplying and fixing first-aid Hose Reel with MS construction spray

25 27.17 painted in post office red, conforming to IS 884 complete with the

following as required.

20 mm nominal internal dia water hose thermoplastic (Textile

reinforced) type -2 as per IS: 12585

27 (b) 20 mm nominal internal dia gun metal globe valve & nozzle.

28 (c) Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal valve & M.S.

Supplying & fixing 63 mm dia gun metal short branch pipe With 20

mm nominal internal diameter size nozzle conforming to IS 903

suitable for instantaneous connection to interconnect hose pipe

coupling as required:

32 27.18.2 Stainless Steel (Grade 304) Each 3402 3 10206.00

Supplying and fixing of fire brigade connection of cast iron body with

gun metal male instantaneous inlet couplings complete with cap and

chain as reqd. for suitable dia MS pipe connection conforming to IS

904 as required:

Providing & fixing of pressure switch in M.S. pipe line including

connection etc. as required.

Providing & fixing flow switch in following sizes M.S. pipe including

connection etc as required.

39 VALVE CHAMBERS

Constructing masonry Chamber 120x120x100 cm inside, in brick work

in cement mortar I :4 (1 cement : 4 coarse sand) for sluice valve,

With C.I. surface box 100 mm top diameter, 160 mm bottom diameter

and 180 mm deep ( inside) with chained lid and RCC top slab mix (I

cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal

size ), including necessary excavation, foundation concrete 1 (1

cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal

size) and inside plastering with cement mortar 1:3 (I cement : 3

coarse sand) 12 mm thick, finished with a floating coat Of neat

cement complete as per standard desi n :

With common burnt cla F.P.S.(non modular bricks of class designation

Providing and fixing fire hose cabinet fabricated from 16 gauge M.S.

Sheet with single or double glazed front door (with 4 mm thick glass)

42 and locking arrangement, painted fire red with stove enamelled paint

"FIRE HOSE" written on front including necessary supports

approximate size.

43 MR-4 750x600X250 mm deep for EFH BOX (Fire hose box) Each 6,850.00 3 20550.00

Providing and fixing resilient rubber neoprene lined single vibration

44 elimination connection with unit control suitable for raw water upto

45 deg.C. temperature working pressure 20 kg/Sq.Cm.

Providing and fixing standard firemans axe with heavy insulated

rubber handle tested for 20000 watts

48 MR-8 Air vent valve,Materieal: brass,PN-16,Rough Brass Each 9,354.00 2 18708.00

Supply, installation, testing and commissioning of following

2 Core 2.5 Sqmm, unarmoured ATC copper conductor multistranded,

4 buckets set with sand, self-supported M.S. stand i/c shed duly

painted with red colour as per IS.

Providing and fixing of carbon-di-oxide type fire extinguishers

consisting of welded M.S. cylinderical body, squeeze lever discharge

valve fitted with pressure indicating guase ingernal discharge tube 30

cms long high pressure discharge hose, discharge nozzle, suspension

bracket conforming ro IS:15683 finished externally with re enamel

paint and fixed to wall with brackets complete with internal charge.

Providing and fixing ABC Powder type fire extinguishers consisting of

welded M.S. cylinderical body, squeeze lever discharge valve fitted

with pressure indicating guase internal discharge tube 30 cms long

high pressure discharge hose, discharge nozzle, suspension bracket

conforming to IS:15683 finished externally with re enamel paint and

fixed to wall with brackets complete with inernal charge.

59 TOTAL (Fire fighting) 733829.40 350600.50

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

ELECTRICAL WORK

SN /NON- Description Unit Rate(Rs.) Total Qty DSR Amount

CIRCUIT POINT WIRING

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

1.1(DSR surface/recessed medium class PVC conduit, with modular switch,

2025) modular plate, suitable GI box and earthing the point with 1.5 sq.

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

a) 1.10.3 Group-C (Primary point ) Each 1704 65 110760

Wiring for group controlled (looping) light point /fan point / exhaust

fan point/call bell point (without independent switch etc) with 1.5

1.2) 1.55 sqmm FRLS PVC insulated copper conductor cable in surface/recessed

PVC conduit and earthing the point with 1.5sqmm FRLS PVC insulated

copper conductor single core cable etc.as required.

a) 1.55.3 Group-C (looping point ) Each 994 76 75544

Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable in surface / recessed medium class

1.3) 1.11 PVC conduit, 2 way modular switch, modular plate, suitable GI box Each 1562 2 3124

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

conductor single core cable etc as required.

Supplying and fixing following size/ modules, GI box along with

1.4) 1.27 modular base & cover plate for modular switches in recess etc. as

a) 1.27.1 1 or 2 Module (75mmX75mm) Each 354 24 8496

Supplying and fixing following modular switch/ socket on the existing

1.5) 1.24 modular plate & switch box including connections but excluding

modular plate etc. as required.

b) 1.24.2 2 way 5/6 A switch Each 168 2 336

d) 1.24.4 3 pin 5/6 A socket outlet Each 136 45 6120

e) 1.24.5 6 pin 15/16 A socket outlet Each 219 20 4380

f) 1.24.6 Telephone socket outlet Each 168 14 2352

g) 1.24.7 TV antenna socket outlet Each 168 3 504

h) 1.24.8 Bell push Each 159 5 795

Supplying and fixing suitable size GI box with modular plate and cover

in front on surface or in recess, including providing and fixing 3 pin

5/6 amps modular socket outlet and 5/6 amps modular switch,

connection etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover

in front on surface or in recess, including providing and fixing 6 pin

5/6 & 15/16 amps modular socket outlet and 15/16 amps modular

switch, connection etc. as required.

Supplying & fixing suitable size GI box with modular plate and cover

in front on surface or in recess including providing and fixing 25 A

modular socket outlet and 25 A modular SP MCB, "C" curve including

connections, painting etc. as required.

supplying, installation, testing & commissioning of weather proof box

made out of hot moulded SMC sheet of size 285mm x 210mm x

117mm complete with 4 Nos. electrolytic aluminium busbar of 63

Amps. with porcelain base and suitable din bar including supplying

and fixing one No. 16 A SPMCB complete with connections & inter-

connections etc. as required (SINTAX Make).

Wiring for circuit/ submain wiring along with earth wire with the

1.10) 1.14 following sizes of FRLS PVC insulated copper conductor, single core

cable in surface/ recessed medium class PVC conduit as required.

a) 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 311 967.5 300892.5

b) 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 373 247.5 92317.5

CABLE TRAYS AND ACCESSORIES :

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

Supplying and installing following size of perforated Hot Dipped

Galvanised Iron cable tray (Galvanisation thickness not less than 50

microns) with perforation not more than 17.5%, in convenient

sections, joined with connectors, suspended from the ceiling/ wall with

G.I. suspenders including G.I. bolts & nuts, etc. as required to be

installed horizontally or vertically. The cable tray shall be complete

including cost of bends, elbows, cross, tees, reducers, supporting

arrangements etc as per drawings/site condition and as required.

a) 4.6.1 100 mm width X 50 mm depth X 1.6 mm thickness Metre 754 40 30160

b) 4.6.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 803 100 80300

c) 4.6.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 1062 100 106200

DISTRIBUTION BOARDS

Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415 V, on surface/

3.1) 2.4 recess, complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including earthing etc.

as required. (But without MCB/RCCB/Isolator)

a) 2.4.3 8 way (4 + 24), Double door Each 6337 5 31685

Supplying and fixing following way, single pole and neutral, sheet

steel, MCB distribution board, 240 volts, on surface/ recess, complete

3.2) 2.3 with tinned copper bus bar, neutral bus bar, earth bar, din bar, 0

interconnections, powder painted including earthing etc. as required.

(But without MCB/RCCB/Isolator)

a) 2.3.3 12 WAY SPN door Each 2357 0 0

b) 2.3.4 16 way, Double door Each 3141 - 0

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C”

curve, miniature circuit breaker suitable for inductive load of following

poles in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

a) 2.10.1 Single pole Nos. 285 90 25650

b) 2.10.3 Double pole Nos. 656 - 0

c) 2.10.4 Triple pole Nos. 1007 - 0

d) 2.10.5 Triple pole and neutral Nos. 1228 - 0

Supplying and fixing following rating, four pole, (three phase and

neutral), 415 volts, residual current circuit breaker (RCCB), having a

sensitivity current 30 mA in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

Supplying and fixing following rating, four pole, 415 volts, isolator in

3.5) 2.13 the existing MCB DB complete with connections, testing and 0

commissioning etc. as required.

Supplying and fixing Single Pole Blanking Plate in the existing MCB DB

complete Etc. as required.

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet,

with 2 pole and earth, metal enclosed plug top

along with 20 A "C" curve, SP, MCB, in sheet steel enclosure, on

surface or in recess, with chained metal cover for the socket out let

and complete with connections, testing and commissioning etc. as

Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet,

with 4 pole and earth, metal enclosed plug top along with 20 A "C"

3.8) 2.19 curve, TPMCB, in sheet steel enclosure, on surface or in recess, with Each 2590 - 0

chained metal cover for the socket out let and complete with

connections, testing and commissioning etc. as required.

SUB-STATION EQUIPMENT-

4.1) 11 KV HT PANEL

Supply, Installation, Testing and Commissioning of floor mounted

metal clad, 2mm thick, 11KV panel with 11 kV, 630A, 35 KA TP VCB

with totally enclosed & electrically interlocked, horizontal drawout,

horizontal isolation type breaker as per IS 13118, as per

specifications, having capacities as mentioned below, single break,

trip free mechanism, manually charged and auto/manually closing

breaker suitable for use on 11kV, 3Phase, 50Hz A.C. supply, complete

with self contained electrically interlocked rack in and rack out

MR-1 mechanism, air insulated & encapsulated aluminium bus bars of 630

Amp capacity, breaker featured with mechanical ON/ OFF indicator

with hand trip device, spring release coil, shunt trip coil and auxiliary

switch of 4NO + 4NC , PT 11kv/110volts , IDMT Relay and equipped

with following switchgears and accessories i/c connections and

Outgoing shall be suitable for 3Cx 240*sq.mm XLPE 11kV cable (cable

entry from bottom/top/side) end termination with heat shrinkable

jointing material, Strip heater with thermostat to prevent absorption

of moisture etc. as required.

1 no;s- (0-100A) ammeters, dual scale digital type & selector switches

Digitally signed by GOUTAM

CONSTRUCTION OF NEW BUILDING OF ICSI KANPUR CHAPTER'S PREMISES AT SHATABDI NAGAR, KANPUR (UP)

BILL OF QUANTITIES Amount

Ref. (DSR- UNIT Rate NDSR

Sl. No. DESCRIPTION Quantity DSR Amount

1 no;s- Microprocessor based numerical relay with O/L, E/F and

highset S/C protection compatible .

1 no;s- Set of Dual core dual ratio 3 CTs 100/5/5A of 15VA burden