Repair and Renovation of Jawahar Chowk Showroom for KVIC , Bhopal

bill of quantities

S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

A Dismantling & Demolishing

Demolishing R.C.C. work manually/ by mechanical means

including stacking of steel bars and disposal of

unserviceable material within 50 metres lead as per direction

of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by mechanical

means in R.C.C. or R.B. work (Payment shall be made on

the cross sectional area of R.C.C. or R.B. work) as per

direction of Engineer-in-charge.

Demolishing brick work in cement mortar by manually/ by

mechanical means including stacking of serviceable material

and disposal of unserviceable material within 50 metres lead

as per direction of Engineer-in-charge.

Dismantling doors, windows and clerestory windows (steel or

A-4 wood) shutter including chowkhats, architrave, holdfasts etc.

complete and stacking within 50 metres lead :

i) Of area 3 sq. metres and below 36.00 Each 367.20 0.00 13219.20 15.12.1

Dismantling, removing old loose plaster, damaged plaser

raking out joints and cleaning the surface for plaster

including disposal of rubbish to the dumping ground within

50 metres lead.

Demolishing complete brick bat coba by manually/ by

mechanical means including cleaning of surface, raking out

of joints, disposal of material within 50 metres lead as per

direction of Engineer in charge.

Dismantling stone slab flooring, windows sills laid in cement

A-6 mortar including stacking of serviceable material and 23.04 Sq.m 266.45 0.00 6139.01 15.25

disposal of unserviceable material within 50 metres lead.

Total for Dismantling & Demolishing 566378.44

B Repairs to Building

Repairs to plaster of thickness 12 mm to 20 mm in patches

of area 2.5 sq.meters and under, including cutting the patch

in proper shape, raking out joints and preparing and

plastering the surface of the walls and ceiling complete,

including disposal of rubbish to the dumping ground, all

complete as per direction of Engineer-in-Charge.

Carefully removing existing damaged loose and

disintegrated concrete of R.C.C. members at all heights,

levels and surfaces at any thickness & carting away debris

to all leads & lifts all complete or as directed by the EIC. The

rate excluding scaffolding/ working platform/safety nets etc.

which are required.

Corrosion inhibitor through nozzle, Inject migrating corrosion

B-3 inhibitor in all the nozzles fixed in grid fashion through all 70.00 Kg 950.00 66500.00 0.00 MR

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

INJECTION GROUTING

Epoxy Resin Grout (Non Shrink Free flow low viscosity

solvent free epoxy grouting required) or (High Molecular

Thermoset Polymer Grouting) Providing and injecting low

viscosity Solvent free epoxy of MYK Arment ArmGrout inject

EP-LV & equivalent in the ratio of resin and hardener by

B-4 grouting pump at a pressure @ 3-6 Kg/cm2 or as instructed

by EIC etc complete. After grouting is completed after 24

hours, cut the nipples and seal it with polymer-modified

mortor of MYK Arment Rearm Fis 10 S & equivalent as per

specifications given above.Approximate No. of Nozzles.

Considering 600 x 600 mm grid at honeycomb area and 150

mm c/c along the crack.(depth of drilling should be 200 mm)

Damaged Concrete CracksOpen the cracks into „V‟ groove

using proper mechanical tools. Ensure that the adjoining

good cover is not disturbed and damaged. Clean and

moisten the groove. Providing and applying Epoxy + silica

sand 1:2 proportion mortar of MYK Arment Rearm Epoxy

USM & equivalent. In the groove and finish at all heights,

level and surface etc. complete. After 24 hours inspected

and if required provide another leveling course over the

same. The rate to exclude for erecting necessary

scaffolding, etc. all complete as per the satisfaction of the

EIC The rate excluding scaffolding/ working platform/safety

nets etc. which are required.

Cleaning of existing reinforcement with wire brush and

applying rust convertor of MYK Arment Rearm Rust C &

equivalent before doing micro concrete repair and polymer

repair to damage concrete of R.C.C. members along with

bond coat. The rate excluding scaffolding/ working

platform/safety nets etc. which are required.

POLYMER REPAIRS TO DAMAGED CONCRETE

Removing loose concreteCleaning the rebars with rust

converter of MYK Arment Rearm Rust C & equivalent.

Cleaning the concrete with compressed air.Applying two

coats of Steel Protective Coating to there bars of MYK

Arment FloArm Zinc ZP & equivalent. Applying bond coat of

B-7 MYK Arment Rearm Bond AR & equivalent Bonding Agent 15.00 Sq.m 2800.00 42000.00 0.00 MR

to the concrete and steel surface. Applying MYK Arment

ReArm Crete RMHS & equivalent Polymer modified cement

mortar to patch up the damaged concrete section in planks

of 25 mm thickness. Curing the repaired surface for 3 days

The rate excluding scaffolding/ working platform/ safety nets

etc. which are required

Providing and applying old & new epoxy bonding agent MYK

Arment ReArm Bond EBA & equiavlent to old concrete

surface by mixing resin and hardener in the ratio 1:0:5 or

B-8 (SBR1:1OPC+MYK Arment Rearm Bond SBR 45 & 120.00 Sq.m 480.00 57600.00 0.00 MR

equivalent as per recommendation by manufacture. The

rate excluding scaffolding / working platform / safety nets

etc. which are required.

Total for Repairs to Building 54615.12

C New Civil Work

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

Providing and laying in position ready mixed or site batched

design mix cement concrete for cement concrete work;

using coarse aggregate and fine aggregate derived from

natural sources, Ordinary Portland cement, Fly ash

conforming to grade I of IS 3812 (Part-1) as part

replacement of OPC upto 20% of cement consumption,

C-3 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 laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, and

reinforcement as per direction of the engineer-in-charge; for

the following grades of concrete.

Note: 1) Fly ash conforming to grade I of IS 3812 (Part-1)

only be used as part replacement of OPC upto 20% of

cement consumption. The cost of fly ash is deemed to in

Below plinth and above plinth at all height and levels.

Concrete of M10 grade with minimum cement content of 220

Centering and shuttering including strutting, propping etc.

and removal of form for

Foundations, footings, bases of columns, etc. for mass

Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and

iv) Columns, Pillars, Piers, Abutments, Posts and Struts 96.00 Sq.m 961.30 0.00 92284.80 5.9.6

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, Ordinary Portland cement, Fly ash

conforming to grade I of IS 3812 (Part-1) as part

replacement of OPC upto 20% of cement consumption,

C-5 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 laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, and

reinforcement as per direction of the engineer-in-charge; for

the following grades of concrete.

Note: Fly ash conforming to grade I of IS 3812 (Part-1) only

be used as part replacement of OPC upto 20% of cement

consumption. The cost of fly ash is deemed to be included in

A All works upto plinth level

Concrete of M25 grade with minimum cement content of 330

B All works above plinth at any level

Concrete of M25 grade with minimum cement content of 330

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

C-6 cutting, bending, placing in position and binding all complete 95.00 Kg 107.85 0.00 10245.75 5.22A.6

upto plinth level.

Providing and construction brick work with common burnt

clay F.P.S. (non modular) bricks of class designation 7.5 in

superstructure above plinth level at any floor at any level in

all shapes and sizes in with Cement mortar 1:6 (1 cement : 6

coarse sand), including cost of materials, labour charges,

scaffolding, curing, hire charges of machineries etc.,

complete as per specifications & directions of Engineer-in

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

Providing and construction half brick masonry with common

burnt clay F.P.S. (non modular) bricks of class designation

7.5 in superstructure above plinth level at any floor at any

C-8 level with Cement mortar 1:4 (1 cement :4 coarse sand), 10.00 Sq.m 1123.80 0.00 11238.00 6.13.2

including cost of materials, labour charges, scaffolding,

curing, hire charges of machineries etc., complete as per

specifications & directions of Engineer-in Charge.

Extra for providing and placing in position 2 Nos 6mm dia.

C-9 M.S. bars at every fourth course of half brick masonry. The 10.00 Sq.m 104.80 0.00 1048.00 6.14

first layer of reinforcement shall be used in the second layer.

Repairing of existing kota stone slab flooring, raking out

joints and filling gap with grey cement slurry mixed with

pigment to match the shade of the slab, including grinding,

rubbing and polishing etc complete

Kota stone slab flooring over 20 mm average thick base laid

over and jointed with grey cement slurry mixed with pigment

C-11 to match the shade of the slab including rubbing and 269.00 sqm 1948.25 0.00 524079.25 11.26.1

polishing complete with base of cement mortar 1:4 , 25 mm

Kota stone slab flooring over 2o thick in riser of steps ,

skirting and dado and pillars laid over on 12 mm thick

cement mortar 1:3 and joint with grey cement slurry mixed

with migment to match the shade of the slab

Cleaning of exisitn floor of building rubbish, malba, similar

unserviceable and waste material by manual means form all

C13 floors including machine room, mumty terrace etc. and stack 23.94 Cu.m 850.00 20345.18 0.00 MR

all material with in site primises as per direction of engineer

Disposal of building rubbish / malba / similar unserviceable,

dismantled or waste materials by mechanical means,

C14 including loading, transporting, unloading to approved 150.00 Cu.m 494.10 0.00 74115.00 1.1.18

municipal dumping ground for lead up to 10 Km.for all

lifts,complete as per direction of Engineer in charge.

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-in-charge, (for payment purpose

only weight of stainless steel members shall be considered

excluding weight of fixing accessories such as nuts, bolts,

fasteners etc.).

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

Providing and laying integral cement based treatment for

on the vertical surface by fixing specified stone slab 22 mm

thick with cement slurry mixed with water proofing

compound conforming

to IS:2645 in recommended proportions with a gap of 20

between stone slabs and the receiving surfaces and filling

C16 the gaps with

neat cement slurry mixed with water proofing compound and

the exterior of stone slab with cement mortar 1:3 (1 cement :

sand) 20 mm thick with neat cement punning mixed with

compound in recommended proportion complete at all levels

directed by Engineer-in-charge :

Using rough Kota stone 300.00 SQM 2024.7 0 607410.00 22.2.1

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

mix: (1 cement: 4 coarse sand)

12 mm cement plaster of mix :

(1 cement: 4 coarse sand)

Providing and fixing 200mm wide, Glass fiber mesh, size of

mesh 5mm and 50 GSM lathing with metal studding, all

C19 along RCC & AAC block/ Brick joints/ or as per directin of 60.00 Sq.m 60.80 3648.00 0.00 MR

site in charge etc. including laps, cutting and waste etc all

complet as per direction of engineer in charge.

Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections

Finishing with Deluxe Multi surface paint system for interiors and

exteriors using Primer as per manufacturers specifications :

13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm

over and including one coat of Special primer applied @ 0.75 ltr

Providing and finishing with Acrylic Smooth exterior paint

with Silicone additives of required shade for New work (Two

or more coat applied @ 1.43 ltr/10 sqm over and including

priming coat of exterior primer applied @ 0.90 Litre/10 sqm)

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.for two or more

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

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,

providing and 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, required all type of door/ windows

hardware etc. Aluminium sections shall be smooth, rust free,

straight, mitred and jointed mechanically wherever required

including cleat angle, Aluminium snap beading for glazing /

panelling, C.P. brass / stainless steel screws, all complete

as per architectural drawings. also providing and fixing

glazing with 5mm htick high performance galss in aluminium

door, window, ventilator shutters and partitions etc. with

EPDM rubber / neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in-

Powder coated aluminium (minimum thickness of powder

coating 50 micron)

Providing and fixing double scaffolding system (cup lock

type) on the exterior side, up to seven story height made

with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal

& vertical tubes joining with cup & lock system with M.S.

tubes, M.S. tube challies, M.S. clamps and M.S. staircase

system in the scaffolding for working platform etc. and

maintaining it in a serviceable condition for the required

duration as approved and removing it there after. The

C25 scaffolding system shall be stiffened with bracings, runners, 1000.00 Sq.m 338.25 0.00 338250.00 14.72

connection with the building etc wherever required for

inspection of work at required locations with essential safety

features for the workmen etc. complete as per directions

and approval of Engineer-in-charge. The elevational area of

the scaffolding shall be measured for payment purpose. The

payment will be made once irrespective of duration of

Providing and fixing Scaffolding net of required width made

of high density Polyethylene UV stabilized knitted on warp

knitting machines having density 100 gram / sqm and

shading coefficient minimum 75% around the construction

site/ for vertical extension as per requirement including

fastening/tying with building/scaffolding pipes or with any

other fixtures etc. complete as per direction of Engineer-in-

Charge. (One time payment shall be made for providing

Scaffolding net from start of work till completion of work

including shifting if any. The Scaffolding net shall be the

C26 property of the contractor on completion of the work) 700.00 Sq.m 29.25 0.00 20475.00 26.81

Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over

the plastered wall surface to prepare the surface even and

smooth complete.

Providing and fixing 600x450 mm beveled edge mirror of

superior glass (of approved quality) complete with 6 mm

thick hard board ground fixed to wooden cleats with C.P.

brass screws and washerscomplete.

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

Providing and fixing wash basin with C.I. brackets, 15 mm

C.P. brass pillar taps, 32 mm C.P. brass waste of standard

pattern, including painting of fittings and brackets, cutting

and making good the walls wherever require:

(a) White Vitreous China Wash basin size 550x400 mm with

a 15 mm CP Brass single hole basin mixer

Providing and fixing water closet squatting pan (Indian type

W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre

low level white P.V.C. flushing cistern, including flush pipe,

C-31 with manually controlled device (handle lever) conforming to

IS : 7231, with all fittings and fixtures complete, including

cutting and making good the walls and floors wherever

Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of

size 585x480 mm with flush pipe and integrated type foot 1.00 NOS 11390.95 0.00 11390.95 14.80.2

Providing and fixing white vitreous china pedestal type water

closet (European type) with seat and lid, 10 litre low level

white vitreous china flushing cistern & C.P. flush bend with

fittings & C.I. brackets, 40 mm flush bend, overflow

C-32 arrangement with specials of standard make and mosquito

proof coupling of approved municipal design complete,

including painting of fittings and brackets, cutting and

making good the walls and floors wherever required :

W.C. pan with ISI marked white solid plastic seat and lid 1.00 NOS 8006.60 0.00 8006.60 17.3.1

Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible

tube upto 1 metre long with S.S. triangular plate to

Eureopean type W.C. of quality and make as approved by

Engineer - in - charge

Providing and fixing wash basin with C.I. brackets, 15 mm

C.P. brass pillar taps, 32 mm C.P. brass waste of standard

pattern, including painting of fittings and brackets, cutting

and making good the walls wherever require:

White Vitreous China Wash basin size 630x450 mm with a

single 15 mm C.P. brass pillar tap

Providing & fixing Hand Spray/ with Button control (health

faucet) with flow Rate of 3.78 LPM at 3 Bar pressure of

Make: Kohler (K-12927IN-CP + 1237064)/ Jaquar ALD-CHR-

577/ Grohe or approved equivalent including flexible hose

C-35 1m/1.2m long connection and holder for hand spray 1.00 NOS 1102.05 1102.05 0.00 MR

complete in all respects conforming to manufacturer

specifications and completed to the satisfaction of Engineer-

Total for New Civil Work 3831269.60

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

D Internal System (Plumbing Work)

Providing and fixing 100mm dia uPVC Extension piece and

'Tee' connection of 32/40/50mm dia for waste connections

from wash basin / floor drain, including setting in cement

concrete 1:2:4 mix complete in all respects.

D-2 Internal Soil/Waste /Rain Water System

Providing, fixing, jointing, testing and commissioning of

heavy quality uPVC spigot and socket pipes for , Rain water

and vent, conforming to IS-13592/92 Type 'B' including all

necessary fittings and specials such as bends, junctions

offsets, access pieces & vent cowl,fixing at wall / ceiling

level supported by G.I. clamps, hangers .

Soil/Waste/Rain water Pipe

Providing, fixing, jointing, testing and commissioning of

UPVC pipe confirming to IS : 4985 (Pipe Class 'C' - 6

kg / sq.cm) cut to required lengths including all

necessary fittings and specials such as bends, junctions

offsets, access pieces & vent cowl,fixing at wall /

ceiling level supported by G.I. clamps, hangers.

Providing & fixing rain water `Khurras' with required

depth with lead flashing around the pipe with one piece

D-4 lead sheet of 3 mm thick set on a layer of cold bitumen.

Including Heavy duty CI/MS grating as per drawing

complete as required.

Providing and fixing C.I Grating for Rain water pipes &

balcony pipes fixed in cement mortar 1:2 to coarse sand.

Providing, fixing, jointing and testing in position the following

Medium Class (Class B) GI pipes conforming to IS:1239 cut to

required lengths including all necessary fittings (All fittings shall

confirm to IS:1879 - part 1 to 10) and specials such as bends,

tees, unions, reducers, flanges & plugs etc . Fixing at wall/ceiling

level supported by galvanized clamps, hangers etc as per

specification or chasing in wall / floor and making good the same

by using 1:1 cement mortar over the wire mesh. Threading,

jointing, and making proper connections. Cutting hole in wall /

floor / slab and making good the same and complete as required.

Hot water Pipe shall be wrapped with Pre-molded elastomeric

closed cell foam Pipe insulation suitable for 82°C temperature.

FOR TERRACE DISTIBUTION

Providing, fixing, testing & commissioning of Brass Ball

Valve with lever. Tested to a pressure of 10 Kg /

Sqcm. Including flanges/union, nuts, bolts, washer etc.

Complete as required.

Providing, fixing, testing & commissioning of C.I./S.G Iron

Butterfly Valve (up to 150mm dia with hand lever operation &

D-8 above with gear box operation. Tested to a pressure of 10

Kg/Sq.cm. Including rubber gasket, flanges, nuts, bolts, washers &

painting complete as required.

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S.No. Description Quantity Unit Rate Non DSR DSR Amount CPWD Ref.

iii) 80 mm dia RO No

Providing, fixing, testing & commissioning in position of

approved quality high pressure rated Gun Metal Float Valve

D-9 with copper ball float (As per IS: 1703 also) and brass rods of

required length suitable for test pressure of not less than 10

Kg/Sqcm of the following sizes.

Providing and placing on terrace (at all floor levels)

polyethylene water storage tank, IS : 12701 marked, with

D-10 cover and suitable locking arrangement and making

necessary holes for inlet, outlet and overflow pipes but

without fittings and the base support for tank

Total for Internal System (Plumbing Work) 272643.00

Total Cost 5282843.89

Digitally signed by NIRAJ