Repair and Renovation Work of non-residential building at MDTC-KVIC, Doorvani Nagar, Bangalore Campus, Karnataka-560 016

Name of Work: Repair & Renovation of Non-Residential building for Multi-Disciplinary

Training Centre (MDTC), KVIC , Dooravani Nagar , Bangalore-560016

ABSTRACT SUMMARY

S.No. DESCRIPTION DSR AMOUNT NDSR AMOUNT REMARKS

A PROVISION/EXTENSION OF BOUNDARY WALL

1 CIVILWORKS 1,34,27,178.00 -

HORTICULTURE & LANDSCAPING WORKs (DSR-

3 ELECTRICAL WORKS - 38,51,918.00

C RENOVATION OF WORK SHED

1 CIVIL & PLUMBING WORKS 1,69,94,144.00 9,09,022.00

2 ELECTRICAL WORKS (DSR-22) 25,96,463.00 12,57,606.00

Sub total (DSR+NDSR) 5,58,81,518.00

Digitally signed by DEEPAK

Name of Work: Repair & Renovation of Non-Residential Building for Multi-Disciplinary Training Centre (MDTC), KVIC ,

Dooravani Nagar , Bangalore-560016

BILL OF QUANTITIES

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

A BOUNDARY WALL

Clearing jungle including uprooting of rank

vegetation, grass, brush wood, trees and saplings

1 2.31 of girth up to 30 cm measured at a height of 1 m Sqm 19.64 10300.000 2,02,308.48

above ground level and removal of rubbish up to a

distance of 50 m outside the periphery of the area

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as well

2 2.6 as 10 sqm 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.

Demolishing stone rubble masonry manually/ by

mechanical means including stacking of

3 15.9 serviceable material and disposal of unserviceable -

material within 50 metres lead as per direction of

Engineer-in-charge :

Dismantling steel work in built up sections in

angles, tees, flats and channels including all

4 15.18 gusset plates, bolts, nuts, cutting rivets, welding Kg 6.31 8751.000 55,178.56

etc. including dismembering and stacking within

50 metres lead.

Centering and shuttering including strutting,

propping etc. and removal of form for :

Lintels, beams, plinth beams, girders, bressumers

and cantilevers.

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position -

and binding all complete up to plinth level.

Thermo-Mechanically Treated bars of Grade Fe-

Providing and laying in position machine batched

and machine mixed design mix M-25 grade

cement concrete for reinforced cement concrete

work, using cement content as per approved

design mix, including pumping of concrete to site

of laying but excluding the cost of centering,

shuttering, finishing and reinforcement, including

admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength

and durability as per direction of Engineer-in-

charge. (Note :- Cement content considered in

this item is @ 330 kg/cum. Excess/less cement

used as per design mix is

payable/recoverable separately).

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

5.33.2 All works above plinth level up to floor V level. -

Concrete of M-25 grade with minimum cement

content of 330 kg/cum

Random rubble masonry with hard stone in

superstructure above plinth level and upto floor

five level, including leveling up with cement

8 7.2 concrete 1:6:12 (1 cement : 6 coarse sand : 12 -

graded stone aggregate 20 mm nominal size) at

window sills, ceiling level and the like.

7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 10351.40 139.000 14,38,844.91

Providing and fixing up to floor five level precast

cement concrete solid block, including hoisting and

9 4.7 setting in position with cement mortar 1:3 (1 -

cement : 3 coarse sand), cost of required

centering, shuttering complete :

1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3

4.7.1 graded stone aggregate 20 mm nominal size). Cum 19964.40 340.000 67,87,897.02

20 mm cement plaster 1:2 (1 cement : 2 stone

11 13.50 Applying priming coat : -

With ready mixed red oxide zinc chromate primer

13.50.3 of approved brand and manufacture on steel Sqm 75.22 138.000 10,380.14

galvanised iron/steel works

Painting with synthetic enamel paint of approved

12 13.61 brand and manufacture to give an even shade : -

13.61.1 Two or more coats on new work Sqm 173.98 138.000 24,009.85

Supplying at site Angle iron post & strut of

required size including bottom to be split and bent

13 16.19 at right angle in opposite direction for 10 cm kgs 140.34 2665.000 3,73,998.11

length and drilling holes upto 10 mm dia. etc.

Providing and fixing concertina coil fencing with

punched tape concertina coil 600 mm dia 10

metre openable length ( total length 90 m) having

50 no rounds per 6 metre length, upto 3m height

of wall with existing angle iron 'Y' shaped placed

2.4m or 3.00m apart and with 9 horizontal R.B.T.

reinforced barbed wire, stud tied with G.I. staples

and G.I. clips to retain horizontal including

necessary bolts or 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 43.478gm/ metre (cost of M.S.

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

Finishing walls with textured exterior paint of

required shade :

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

New work (Two or more coats applied @ 3.28

ltr/10 sqm) over and including priming coat of 249.54 3610.000 9,00,830.74

exterior primer applied @ 2.20kg/10 sqm

Providing and fixing double scaffolding system

(cup lock type) on the exterior side of

building/structure, upto 25 metre height, above

ground level, including additional rows of

scaffolding in stepped manner as per requirement

of site, made with 40mm dia M.S. tube, placed 1.5

metre centre to centre, horizontal & vertical tubes

joint with cup & lock system with M.S. Tubes, M.S.

tube challis, M.S. clamps and staircase system in

the scaffolding for working platform etc. and

maintaining it in a serviceable condition for

execution of work of cleaning and/ or pointing

and/ or applying chemical and removing it

16 24.2 thereafter. The scaffolding system shall be Sqm 377.49 1620.000 6,11,528.94

stiffened with bracings, runners, connecting with

the building etc, wherever required, if feasible, 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.

Note:- (1) The elevational area of the scaffolding

shall be measured for payment purpose. (2) The

payment will be made once only for execution of

all items for such works.

TOTAL CIVIL DSR WORKS (BOUNDARY WALL) 1,54,66,324.04 (A)

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 depth,

1 16.1 dressing to camber and consolidating with road sqm 244.29 2328.000 5,68,712.71

roller including making good the undulations etc.

and re-rolling the su grade and disposal of surplus

earth with lead upto 50 metres.

Construction of granular sub-base by providing

close graded Material conforming to specifications,

mixing in a mechanical mix plant at OMC, carriage

of mixed material by tippers to work site, for all

leads & lifts, spreading in uniform layers of

2 16.78 specified thickness with motor grader on prepared -

surface and compacting with vibratory power

roller to achieve the desired density, complete as

per specifications and directions of Engineer-in-

With material conforming to Grade-III (size range

mm to 0.075 mm ) having CBR Value-20

Providing and laying in position cement concrete

3 4.1 of specified grade excluding the cost of centering -

and shuttering - All work up to plinth level :

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

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

4.1.8 graded stone aggregate 40 mm nominal size) Cum 7602.19 430.000 32,68,942.56

Supplying and filling in plinth with sand under

4 2.27 floors, including watering, ramming, consolidating Cum 2370.11 233.000 5,52,234.47

and dressing complete.

Providing and laying at or near ground level

factory made kerb stone of M-25 grade cement

concrete in position to the required line, level and

curvature, jointed with cement mortar 1:3 (1

cement: 3 coarse sand), including making joints

5 16.69 with or without grooves (thickness of joints except Cum 11291.24 213.000 24,05,034.46

at sharp curve shall not to more than 5mm),

including making drainage opening wherever

required complete etc. as per direction of Engineer-

in-charge (length of finished kerb edging shall be

measured for payment). (Precast C.C. kerb stone

shall be approved by Engineerin- charge).

20 mm cement plaster 1:2 (1 cement : 2 stone

Applying priming coats with primer of approved

7 13.85 brand and manufacture, having low VOC (Volatile -

Organic Compound ) content.

With water thinnable cement primer on wall

13.85.3 surface having VOC content less than 50 Sqm 82.53 1710.000 1,41,123.22

Painting with synthetic enamel paint of approved

8 13.61 brand and manufacture to give an even shade : -

13.61.1 Two or more coats on new work Sqm 173.98 1710.000 2,97,513.32

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 s;ze, design &

9 16.68 shape, laid in required colour and pattern over sqm 1084.75 1854.000 20,11,130.21

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-

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in

foundation trenches or drains (not exceeding 1.5

m in width or 10 sqm on plan), including dressing

10 2.8 of sides and ramming of bottoms, lift upto 1.5 m, -

including getting out the excavated soil and

disposal of surplus excavated soil as directed,

within a lead of 50 m.

Centering and shuttering including strutting,

propping etc. and removal of form for :

Columns, Pillars, Piers, Abutments, Posts and

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and laying in position machine batched

and machine mixed design mix M-25 grade

cement concrete for reinforced cement concrete

work, using cement content as per approved

design mix, including pumping of concrete to site

of laying but excluding the cost of centering,

shuttering, finishing and reinforcement, including

admixtures in recommended proportions as per

IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength

and durability as per direction of Engineer-in-

charge. (Note :- Cement content considered in

this item is @ 330 kg/cum. Excess/less cement

used as per design mix is

payable/recoverable separately).

5.33.2 All works above plinth level up to floor V level. -

concrete of M-25 grade with minimum cement

content of 330 kg/cum.

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in position

13 10.25 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 similar works

TOTAL CIVIL DSR WORKS (PATH WAYS) 1,34,27,177.66 B-1

C REPAIR & RENOVATION OF WORK SHED

Dismantling doors, windows and clerestory

windows (steel or wood) shutter including

1 15.12 chowkhats, architrave, holdfasts etc. complete and

stacking within 50 metres lead :

15.12.1 Of area 3 sq. metres and below EA 409.80 110.000 45,077.47

Taking out doors, windows and clerestory window

2 15.13 shutters (steel or wood) including stacking within -

50 metres lead :

15.13.1 Of area 3 sq. metres and below EA 160.15 118.000 18,897.23

Dismantling steel work in built up sections in

angles, tees, flats and channels including all

3 15.18 gusset plates, bolts, nuts, cutting rivets, welding Kg 6.31 2040.000 12,863.02

etc. including dismembering and stacking within

50 metres lead.

Dismantling roofing including ridges, hips, valleys

4 15.28 and gutters etc., and stacking the material within -

50 metres lead of:

15.28.2 Asbestos cement sheet Sqm 86.27 2120.000 1,82,885.62

Dismantling C.I. or asbestos rain water pipe with

5 15.42 fittings and clamps including stacking the material -

within 50 metres lead :

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and fixing precoated galvanised iron

profile sheets (size, shape and pitch of corrugation

as approved by Engineer-in-charge) 0.50 mm (+

0.05 %) total coated thickness with zinc coating

120 grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18

microns. Sheet should have protective guard film

of 25 microns minimum to avoid scratches during

6 12.50 transportation and should be supplied in single Sqm 824.33 2120.000 17,47,586.81

length upto 12 873 SUB HEAD : 12- ROOFING

metre or as desired by Engineer-in-charge. The

sheet shall be fixed using self drilling /self tapping

screws of size (5.5x 55 mm) with EPDM seal,

complete upto any pitch in horizontal/ vertical or

curved surfaces, excluding the cost of purlins,

rafters and trusses and including cutting to size

and shape wherever required.

Providing and Fixing 15 mm thick densified tegular

edged eco friendly light weight calcium silicate

false ceiling tiles of approved texture of size 595 x

595 mm in true horizontal level, suspended on

inter locking metal grid of hot dipped galvanised

steel sections (galvanising @ 120 grams per sqm

including both side) consisting of main ‘T’ runner

suitably spaced at joints to get required length

and of size 24x38 mm made from 0.33 mm thick

(minimum) sheet, spaced 1200 mm centre to

centre, and cross “T” of size 24x28 mm made out

of 0.33 mm (Minimum) sheet, 1200 mm long

spaced between main’T’ at 600 mm centre to

7 12.53 centre to form a grid of 1200x600 mm and Sqm 2408.50 1371.000 33,02,047.19

secondary cross ‘T’ of length 600 mm and size 24

x28 mm made of 0.33 mm thick (Minimum) sheet

to be inter locked at middle of the 1200x 600 mm

panel to from grid of size 600x600 mm, resting on

periphery walls /partitions on a Perimeter wall

angle pre-coated steel of size(24x24X3000 mm

made of 0.40 mm thick (minimum) sheet with the

help of rawl plugs at 450 mm centre to centre

with 25 mm long dry wall screws @ 230 mm

interval and laying 15 mm thick densified edges

calicum silicate ceiling tiles of approved texture in

the grid, including, cutting/ making opening for

services like diffusers, grills, light fittings, fixtures,

Dismantling stone slab flooring laid in cement

7A mortar including stacking of serviceable material 297.36 1559.000 4,63,581.43

and disposal of unserviceable material within 50

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and laying Vitrified tiles in different sizes

(thickness to be specified by manufacturer), with

water absorption less than 0.08 % and conforming

to I.S. 15622, of approved make, in all colours &

shade, in skirting, riser of steps, over 12 mm thick

8 11.46 bed of cement mortar 1:3 (1 cement: 3 coarse -

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

sqm including grouting the joint with white cement

& matching pigments etc. complete.

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,

9 11.47 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 separately).

Chequerred precast cement concrete tiles 22 mm

thick in footpath & courtyard, jointed with neat

cement slurry mixed with pigment to match the

10 11.20 shade of tiles, including rubbing and cleaning etc. -

complete, on 20 mm thick bed of cement mortar

1:4 (1 cement: 4 coarse sand).

11.20.1 Light shade pigment using white cement Sqm 1564.63 398.000 6,22,723.54

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and fixing factory made uPVC glazed

/Wire mesh windows/Doors comprising of uPVC

multi-chambered frame with inbuilt roller track

and sash extruded profiles duly reinforced with

1.60 ± 0.2 mm thick galvanized mild steel section

made from roll forming process of required length

(shape & size according to uPVC profile),

appropriate dimension of uPVC extruded glazing

beads and uPVC extruded interlocks, EPDM

gasket, wool pile, zinc alloy (white powder coated)

touch locks with hook, zinc alloy body with single

nylon rollers (weight bearing capacity to be 40

kg), G.I fasteners 100 x 8 mm size for fixing

11 9.147A frame to finished wall and necessary stainless -

steel screws etc. Profile of frame & sash shall be

mitred cut and fusion welded at all corners,

including drilling of holes for fixing hardware's and

drainage of water etc. After fixing frame the gap

between frame and adjacent finished wall shall be

filled with weather proof silicon sealent over

backer rod of required size and of approved

quality, all complete as per approved drawing &

direction of Engineer-in-Charge. (Single / double

glass panes, wire mesh and silicon sealent shall be

paid separately)Note: For uPVC frame and sash

extruded profiles minus 5% tolerance in

dimension i.e. in depth & width of profile shall be

Using R3 Series with frame (55 mm & above) x

9.147.A1. 40 mm above & sash 30mm & above x 55 mm

above with zinc alloy power coated handle on Sqm 9819.96 113.000 11,09,655.82

every panel along with multi point locking system

Providing and fixing factory made uPVC glazed

/Wire mesh windows/Doors comprising of uPVC

multi-chambered frame with inbuilt roller track

and sash extruded profiles duly reinforced with

1.60 ± 0.2 mm thick galvanized mild steel section

made from roll forming process of required length

(shape & size according to uPVC profile),

appropriate dimension of uPVC extruded glazing

beads and uPVC extruded interlocks, EPDM

gasket, wool pile, zinc alloy (white powder coated)

touch locks with hook, zinc alloy body with single

nylon rollers (weight bearing capacity to be 40

kg), G.I fasteners 100 x 8 mm size for fixing

12 9.147C frame to finished wall and necessary stainless -

steel screws etc. Profile of frame & sash shall be

mitred cut and fusion welded at all corners,

including drilling of holes for fixing hardware's and

drainage of water etc. After fixing frame the gap

between frame and adjacent finished wall shall be

filled with weather proof silicon sealent over

backer rod of required size and of approved

quality, all complete as per approved drawing &

direction of Engineer-in-Charge. (Single / double

glass panes, wire mesh and silicon sealent shall be

paid separately)Note: For uPVC frame and sash

extruded profiles minus 5% tolerance in

dimension i.e. in depth & width of profile shall be

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Using R1 Series with frame (33 mm & above) x

9.147.C2. 35 mm above & Mullion 33mm & above x 50 mm

1 above height upto 0.90 meter.

Removing white or colour wash by scrapping and

sand papering and preparing the surface smooth 22.04 4684.000 1,03,240.04

including necessary repairs to scratches etc.

Providing and applying plaster of paris putty of 2

mm thickness over plastered surface to prepare 293.17 5408.000 15,85,480.67

the surface even and smooth complete.

Wall painting with acrylic emulsion paint, having

VOC (Volatile Organic Compound ) content less

14 13.82 than 50 grams/ litre, of approved brand and -

manufacture, including applying additional coats

wherever required, to achieve even shade and

14a 13.50 Applying priming coat : -

With ready mixed red oxide zinc chromate primer

13.50.3 of approved brand and manufacture on steel Sqm 75.22 1892.000 1,42,313.21

galvanised iron/steel works

Painting with synthetic enamel paint of approved

14b 13.61 brand and manufacture to give an even shade : -

13.61.1 Two or more coats on new work Sqm 173.98 1892.000 3,29,178.48

Providing and fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to IS :

15 12.41 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 unplasticised -

PVC moulded fittings/ accessories for unplasticised

Rigid PVC rain water pipes conforming to IS :

16 12.42 13592 Type A, including jointing with seal ring -

conforming to IS : 5382, leaving 10 mm gap for

thermal expansion

12.42.1 Coupler -

17 12.42.2 Single Pushfit Coupler: -

19 12.42.6 Shoe (Plain) -

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and fixing unplasticised -PVC pipe clips

of approved design to unplasticised - PVC rain

water pipes by means of 50x50x50 mm hard

20 12.43 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 wall etc. complete.

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

15 mm C.P. brass pillar taps, 32 mm C.P. brass

22 17.7 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

17.7.1 mm with a pair of 15 mm C.P. brass pillar taps Each 2956.12 5.000 14,780.58

Providing and fixing white vitreous china flat back

half stall urinal of size

580x380x350 mm with white PVC automatic

flushing cistern, with fittings, standard size C.P.

brass flush pipe, spreaders with unions and

23 17.5 clamps (all in C.P. brass) with waste fitting as per -

IS : 2556, C.I. trap with outlet grating and other

couplings in C.P. brass, including painting of

fittings and cutting and making good the walls and

floors wherever required :

Single half stall urinal with 5 litre P.V.C. automatic

flushing cistern

Providing and fixing PTMT towel rail complete with

24 brackets fixed to wooden cleats with CP brass -

screws with concealed fittings arrangement of

approved quality and colour.

600 mm long towel rail with total length of 645

17.73.2 mm, width 78 mm and effective height of 88 mm, Each 693.85 5.000 3,469.25

weighing not less than 190 gms.

Providing and fixing PTMT liquid soap container

109 mm wide, 125 mm high and 112 mm distance

25 17.71 from wall of standard shape with bracket of the Each 187.88 5.000 939.39

same materials with snap fittings of approved

quality and colour, weighing not less than 105

Providing and fixing PTMT towel ring trapezoidal

shape 215 mm long, 200 mm wide with minimum

26 17.72 distances of 37 mm from wall face with concealed Each 258.86 5.000 1,294.28

fittings arrangement of approved quality and

colour, weighing not less than 88 gms.

Providing and fixing 600x450 mm beveled edge

mirror of superior glass (of approved quality)

27 17.31 complete with 6 mm thick hard board ground Each 1794.47 5.000 8,972.36

fixed to wooden cleats with C.P. brass screws and

washers complete.

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and fixing trap of self cleansing

design with screwed down or hinged grating with

28 17.60 or without vent arm complete, including cost of -

making good the walls and floors :

17.60.1 100 mm inlet and 100 mm outlet -

Sand cast iron S&S as per IS: 3989.

Providing and fixing 100 mm sand cast Iron

grating for gully trap.

Providing and fixing P.V.C waste pipe for

30 17.28 sink, wash basin or urinals including P.V.C waste -

17.28.2 Flexible pipe -

Dismantling 15 to 40 mm dia G.I. pipe

31 including stacking of dismantled pipes -

(within 50 metres lead) as per direction of

Engineerin-Charge.

(a) Internal Work- Exposed on wall rmt 3.63 16.500 59.85

Providing and fixing gun metal gate valve with C.I.

32 18.17 wheel of approved quality (screwed end) : -

Providing and placing on terrace (at all floor

levels) polyethylene water storage tank ISI :

12701 marked with cover and suitable locking

33 18.48 arrangement and making necessary holes for Litre 12.28 4000.000 49,104.00

inlet, outlet and overflow pipes but without

fittings and the base support for tank

Providing and fixing C.P. brass bib cock

approved quality conforming to IS:8931

Providing and fixing C.P. brass long body bib cock

35 of approved quality conforming to IS standards -

and weighing not less than 690 gms.

Providing and fixing C.P brass stop

36 cock (concealed) of standard design -

approved make conforming to IS:8931

Providing and fixing C.P. brass angle valve

37 18.53 for basin mixer and gyser points of approved -

quality conforming to IS:8931

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Cutting holes up to 15x15cm in R.C.C. floors

and roofs for passing drain pipe etc. and

repairing the hole after insertion of drain pipe

38 18.77 etc. with cement concrete 1:2:4 (1 cement :2 Each 504.43 10.000 5,044.32

coarse sand : 4 graded stone aggregate 20 mm

nominal size) including finishing complete so as

to make it leak proof.

Providing and fixing ball valve (brass) of approved

Providing and fixing Chlorinated Polyvinyl

Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, including all CPVC

plain & brass threaded fittings, including fixing

40 18.7 the pipe with clamps at 1.00 m spacing. This -

includes jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints

complete as per direction of

18.7.2 20 mm nominal outer dia Pipes Meter 373.86 75.000 28,039.50

18.7.3 25 mm nominal outer dia Pipes Meter 448.13 58.000 25,991.53

18.7.4 32 mm nominal outer dia Pipes Meter 578.93 50.000 28,946.25

18.7.5 40 mm nominal outer dia Pipes Meter 784.49 37.000 29,026.21

18.7.6 50 mm nominal outer dia Pipes Meter 1042.51 60.000 62,550.68

Excavating trenches of required width for pipes,

cables, etc including excavation for sockets, and

dressing of sides, ramming of bottoms, depth upto

1.5 m including getting out the excavated soil, and

41 2.10 then returning the soil as required, in layers not -

exceeding 20 cm in depth, including consolidating

each deposited layer by ramming, watering, etc.

and disposing of surplus excavated soil as

directed, within a lead of 50 m :

2.10.1 All kinds of soil -

Pipes, cables etc. exceeding 80 mm dia. but not

Providing, laying and jointing glazed stoneware

pipes class SP-1 with stiff mixture of cement

42 19.1 mortar in the proportion of 1:1 (1 cement : 1 fine -

sand) including testing

of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1

cement : 5 coarse sand : 10 graded stone

43 19.2 aggregate 40 mm nominal size) all-round S.W. -

pipes including bed concrete as per standard

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and fixing square-mouth S.W. gully trap

class SP-1 complete with C.I. grating brick

masonry chamber with water tight C.I. cover with

44 19.4 frame of 300 x300 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

19.4.1 100x100 mm size P type -

With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

Constructing brick masonry circular type manhole

0.91m internal dia at bottom and 0.56m dia at top

in cement mortar 1:4 (1 cement :4 coarse sand),

in side cement plaster 12 mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand) finished

with a floating coat of neat cement, foundation

concrete 1:3:6 mix (1 cement : 3 coarse sand : 6

graded stone aggregate 40mm nominal size), and

making necessary channel in cement concrete

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

aggregate 20mm 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) 560mm

internal diameter conforming to I.S. 12592, total

weight of cover and frame to be not less than

19.9.1 182kg., fixed in cement concrete 1:2:4 (1 cement -

: 2 coarse sand : 4 graded stone aggregate 20

mm nominal size) including centering, shuttering

complete. (Excavation, foot rests and 12mm thick

With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5

Providing and fixing Fiber Glass Reinforced plastic

(FRP) Door Frames of crosssection 90 mm x 45

mm having single rebate of 32 mm x 15 mm to

receive shutter of 30 mm thickness. The laminate

shall be moulded with fire resistant grade

unsaturated polyester resin and chopped mat.

Door frame laminate shall be 2mm thick and shall

be filled with suitable wooden block in all the three

legs. The frame shall be covered

with fiber glass from all sides. M.S. stay shall be

provided at the bottom to steady the frame.

45b 9.122 Providing and fixing to existing door frames -

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

30 mm thick Glass Fibre Reinforced Plastic (FRP)

panelled door shutter of required colour and

approved brand and manufacture, made with fire -

retardant grade unsaturated polyester resin,

moulded to 3 mm thick FRP laminate for forming

9.122.1 hollow rails and styles, with wooden frame and Sqm 4152.36 10.500 43,599.75

suitable blocks of seasoned wood inside at

required places for fixing of fittings, cast

monolithically with 5 mm thick FRP laminate for

panels conforming to IS: 14856, including fixing

Providing wood work in frames of doors, windows,

clerestory windows and other frames, wrought

46 9.1 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

9.1.1 Second class teak wood Cum 159531.87 0.694 1,10,675.23

Providing and fixing ISI marked flush door

shutters conforming to IS : 2202 (Part I) non-

decorative type, core of block board construction

47 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 and fixing aluminium sliding door bolts

ISI marked anodised (anodic coating not less

48 9.96 than grade AC 10 as per IS : 1868) transparent or -

dyed to required colour or shade with nuts

etc. complete :

Providing and fixing aluminium handles ISI

marked anodised (anodic coating not less than

49 9.100 grade AC 10 as per IS : 1868) transparent or -

dyed to required colour or shade with

necessary screws etc. complete :

Providing and fixing aluminium tower bolts ISI

marked anodised (anodic coating not less than

50 9.97 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

51 9.101 less than grade AC 10 as per IS : 1868) -

transparent or dyed to required colour and shade

with necessary screws etc. complete.

9.101.2 Twin rubber stopper Each 80.74 15.000 1,211.14

Digitally signed by DEEPAK

ITEM OF WORK UNIT Including QTY AMOUNT REMARKS

Providing and laying water proofing treatment on

roofs of slabs by applying cement slurry mixed

with water proofing cement compound consisting

(a) after surface preparation, first layer of slurry

of cement @ 0.488 kg/sqm mixed with water

proofing cement compound @ 0.253 kg/sqm.

(b) laying second layer of Fibre glass cloth when

the first layer is still green. Overlaps of joints of

fibre cloth should not be less than 10 cm.

(c) third layer of 1.5 mm thickness consisting of

52 22.6 slurry of cement @ 1.289 kg/ sqm mixed with Sqm 768.81 614.000 4,72,050.81

water proofing cement compound @ 0.670

kg/sqm and coarse sand @ 1.289 kg/sqm. This

will be allowed to air cure for 4 hours followed by

water curing for 48 hours. The entire treatment

will be taken upto 30 cm on parapet wall and

tucked into groove in parapet all around. (d)

fourth and final layer of brick tiling with cement

mortar (which will be paid for separately. For the

purpose of measurement the entire treated

surface will be measured.

Grading roof for water proofing treatment with

Cement mortar 1:3 (1 cement : 3 coarse sand)

Raking out joints of stone masonry surface to the

required width and depth, with due care and

precaution, by mechanical / manual means,

54 24.1 including preparing and cleaning the surface for re- Sqm 80.85 404.000 32,665.10

pointing/ refilling of joints, including disposal of

rubbish to the dumping ground within 50 metre

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

55 8.2 texture laid over 20 mm thick base cement mortar -

1:4 (1 cement : 4 coarse sand), joints treated

with white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing,

moulding and polishing to edges to give high gloss

finish etc. complete at all levels.

8.2.2 Granite of any colour and shade -

TOTAL CIVIL DSR WORKS (WORK SHED) 1,69,94,144.01 C-1

Digitally signed by DEEPAK

Name of Work: Repair & Renovation of Non-Residential Building for Multi-Disciplinary Training Centre (MDTC), KVIC

, Dooravani Nagar , Bangalore-560016

BILL OF QUANTITIES

S.No DSR- Including

ITEM OF WORK UNIT QTY AMOUNT REMARKS

. 2022 GST & Cost

C REPAIR & RENOVATION OF WORK SHED

DSR-22 ELECTRICAL WORKS

Wiring for circuit/submarin wiring alongwith

earth wire with the following sizes of PVC

1 1.14 insulated copper conductor, single core cable in

surface/ recessed PVC conduit as required

3 1.14.4 2x6 sqmm+1x6 sqmm earth wire Metre 519.32 300.000 1,55,795.83

Rewiring for light point/ fan point/ exhaust fan

point/ call bell point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable and

1.5 sq.mm FRLS PVC insulated copper

4 1.15 conductor single core cable as earth wire -

in existing surface/ recessed steel/PVC

conduit including dismantling as required.

Supplying and fixing of following sizes of

medium class PVC conduit along with

1.21 accessories in surface/recess including cutting -

the wall and making good the same in case of

recessed conduit

Supplying and fixing modular blanking plate on the

8 1.26 existing modular plate & switch box Each 47.32 100.000 4,731.84

excluding modular plate as required.

Supplying and fixing following size/ modules,

GI box alongwith modular base & cover

plate for modular switches in recess etc as

Supplying and fixing following modular

switch/ socket on the existing modular plate &

13 1.24 switch box including connections but excluding -

modular plate etc. as required.

14 1.24.4 3 pin 5/6 amp socket outlet Each 144.32 32.000 4,618.28

16 1.24.5 6 pin 15/16 amp socket outlet Each 233.04 16.000 3,728.69

Supplying and fixing two module stepped

type electronic fan regulator on the existing

17 1.25 modular plate switch box including Each 436.51 87.000 37,976.56

connections but excluding modular plate etc. as

Digitally signed by DEEPAK

S.No DSR- Including

ITEM OF WORK UNIT QTY AMOUNT REMARKS

. 2022 GST & Cost

Supplying and fixing 3 pin, 5 amp ceiling

rose on the existing junction box/ wooden

block including connection etc as required.

Supplying and fixing of following ways surface/

recess mounting, vertical type, 415 volts, TPN

MCB distribution board of sheet steel, dust

protected, duly powder painted, inclusive of 200

19 2.5 amps tinned copper bus bar, common neutral link, -

earth bar, din bar for mounting MCB’s (but without

MCB’s and incomer ) as required . (Note : Vertical

type MCB TPDB is normally used where 3 phase

outlets are required.)

Supplying and fixing 5 amps to 32 amps

rating, 240/415 volts, "C" curve, miniature

circuit breaker suitable for inductive load of

20 2.10 following poles in the existing MCB DB -

complete with connections, testing and

commissioning etc. as required.

Supplying and fixing single pole blanking plate

21 2.11 in the existing MCB DB complete etc. as required. Each 15.38 20.000 307.57

Supplying and fixing following rating, double

pole, 240 volts, isolator 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 the existing MCB DB

complete with connections, testing and

commissioning etc. As required.

Installation, testing and commissioning of

pre- wired, fluorescent fitting/compact fluorescent

fitting of all types, complete with all accessories

and tube etc., including supplying and fixing ball

and socket arrangement, 2 no. down rods of 20

24 1.42 mm dia x 1.6 mm thick steel conduit upto 30 Each 557.17 130.000 72,432.64

cm lenth, painting and wiring the down rods

of connection with 1.5 sq.mm FR PVC insulated,

copper condcutor, single core cable and earthing

etc., as required.

Installation, testing and commissioning of

ceiling fan, including wiring the down rods of

standard length (upto 30 cm) with 1.5 sq.

25 1.45 mm FR PVC insulated, copper conductor, Each 326.50 90.000 29,384.73

single core cable, including providing and

fixing phenolic laminated sheet cover on the fan

box etc. as required.

Installation of exhaust fan in the existing

opening, including making good the damage,

connection, testing, commissioning etc. as

Digitally signed by DEEPAK

S.No DSR- Including

ITEM OF WORK UNIT QTY AMOUNT REMARKS

. 2022 GST & Cost

Earthing with G.I. earth pipe 4.5 metre long, 40

mm dia including accessories, and providing

27 5.2 masonry enclosure with cover plate Each 8109.19 6.000 48,655.14

having locking arrangement and watering pipe

etc. with charcoal/ coke and salt as required.

Supplying and laying 6 SWG G.I. wire at

0.50 metre below ground level for

28 5.7 conductor earth electrode, including connection/ Metre 60.33 120.000 7,239.72

termination with GI thimble etc. as required.

Laying of one number PVC insulated and PVC

sheathed / XLPE power cable of 1.1 KV

29 7.1 grade of following size direct in ground including -

excavation, sand cushioning, protective covering

and refilling the trench etc as required.

TOTAL ELECTRICAL DSR WORKS (WORK SHED) 25,96,463.05 C-2

Digitally signed by DEEPAK

Name of Work: Repair & Renovation of Non-Residential Building for Multi-Disciplinary Training Centre (MDTC), KVIC ,

Dooravani Nagar , Bangalore-560016

BILL OF QUANTITIES

S.No DSR- Including

ITEM OF WORK UNIT QTY AMOUNT REMARKS

. 2016 GST & Cost

DSR- HORTICULTURE & LAND SCAPING WORK

Trenching in ordinary soil up to a depth of 60 cm

including removal and stacking of serviceable

materials and then disposing of surplus soil, by

spreading and neatly levelling within a lead of 50

14 2.1 m and making up the trenched area to proper Cum 60.38 1236.000 74,628.38

levels by filling with earth or earth mixed

with sludge or / and manure before and after

flooding trench with water (excluding cost of

imported earth, sludge or manure).

Supplying and stacking of good earth at site

15 including royalty and carriage upto 5 k.m. lead 437.93 927.000 4,05,959.67

complete (earth measured in stacks will be

reduced by 20% for payment).

Supplying and stacking sludge at site including

16 royalty and carriage upto 5 k.m. lead complete 310.19 618.000 1,91,698.09

(sludge measured in stacks will be reduced by 8%

Spreading of sludge, dump manure and/or good

earth in required thickness as per direction of

17 2.8 officer-in-charge (cost of sludge, dump manure Cum 40.76 1545.000 62,970.24

and/ or good earth to be paid separately).

Mixing earth and sludge or manure in the required

18 2.9 proportion specified or directed by the Officer-in- Cum 28.12 1545.000 43,438.27

Grassing with selection No. 1 grass including

watering and maintenance of the lawn for 60 days

or more till the grass forms a thick lawn, free from

19 2.10 weeds and fit for mowing including supplying good -

earth, if needed (the grass and good earth shall

be paid for separately).

Digging holes in ordinary soil and refilling the

same with the excavated earth mixed with manure

or sludge in the ratio of 2:1 by volume (2 parts of

stacked volume of earth after reduction by 20% :

1 part of stacked volume of manure after

20 2.14 reduction by 8%) flooding with water, dressing -

including removal of rubbish and surplus earth, if

any, with all leads and lifts (cost of manure,

sludge or extra good earth if needed to be paid for

2.14.2 Holes 90 cm dia, and 90 cm deep Each 133.53 1000.000 1,33,531.63

Supply and stacking of Bauhinia blakeana

21 (Kachnar) plant of height 120-150 cm. in big poly 105.35 200.000 21,070.08

bags of size 25 cm as per direction of the officer-

Digitally signed by DEEPAK

S.No DSR- Including

ITEM OF WORK UNIT QTY AMOUNT REMARKS

. 2016 GST & Cost

Supply and stacking of Bottle palm plant of ht.

developed in big HDPE bags as per direction of the

officer-in-charge.

Supply and stacking of Cassia javanica plant of

23 height 120-150 cm. in big poly bags of size 25 cm 105.35 200.000 21,070.08

as per direction of the officer-in-charge.

Supply and stacking of Ficus benjamina (green)

plant of height 120-135 cm. with 6-8 branches

24 7.26 and lush green foliage in g. bags of size 25 cm as Each 131.69 500.000 65,844.00

per direction of the officer-in-charge.

Supply and stacking of Foxtail palm plant of ht.

developed in big poly bags of size 25 cm as per

direction of the officer-in-charge.

Supply and stacking of Michelia champa (Golden

26 Champa)plant of height 90-105 cm. in earthen 118.52 150.000 17,777.88

pots of size 25 cm as per direction of the officer-in-

TOTAL CIVIL DSR WORKS (PATH WAYS) 12,58,659.22 B-2

Digitally signed by DEEPAK

Name of Work: Repair & Renovation of Non-Residential Building for Multi-Disciplinary Training Centre (MDTC),

KVIC , Dooravani Nagar , Bangalore-560016

BILL OF QUANTITIES

Non-DSR ITEM OF WORK UNIT QTY AMOUNT REMARKS

A BOUNDARY WALL (CIVIL WORKS)

Raised Pointing to RR/ CRS Masonry in CM (1:3)

including cost and conveyance of all materials in

17 MR-13 site, curing, labour charges etc, overheads & Sqm 162.00 742.000 1,20,204.00

contractors profit, complete for finished item of

TOTAL CIVIL NDSR WORKS (BOUNDARY WALL) 1,20,204.00 ( A-1 )

B PATHWAYS (ELECTRICAL)

Wiring for light/ power plug with 3X4 sq. mm

27 MR-6 Under ground Armoured copper conductor 3 core Rmt 552.00 2200.000 12,14,400.00

Supplying & installation, testing and

commissioning of bollard light 1 to 3 feet height

28 MR-7 having 8 watt LED luminarewith all accessories Each 9461.00 206.000 19,48,966.00

including connection etc. and complete as per

Electrical Engineer-in-Charge and consultants.

Supply and fixing of outdoor/indoor type 63 A

DPMCB panel having I/C- 63 A DPMCB01 No & 63

Amp. 2P Change Over, Outgoing02 Nos 32 Amp

29 MR-8 DPMCB & 02 nos 32 A DP Switch with powder Each 33788.00 4.000 1,35,152.00

coating, all acessories & connections..[make-

(a)MCB /MCCB , ( b)volt meter, ammeterAE/IMP,

(d) all other acessories ISI mark]

Supplying and fixing of Cement Modern Rcc

Precast Concrete

Bench, With Back (required colour) size length

620 cm and height 1.00 back , rest 450 cm as per

TOTAL NDSR WORKS (PATH WAYS) 38,51,918.00 B-3

REPAIR & RENOVATION OF WORK SHED

(CIVIL & PLUMBING)

Supply and Erection of Designer wall paper

including cost and conveyance of all materials , all

56 MR-12 operational, incidental labour charges , overheads Sqm 1011.00 724.000 7,31,964.00

& contractors profit etc.complete for finished item

S&F of 15 mm brass body CP finish two way bib

tap of not less than 400 grams weight with

quarter turn spindle internal/ external threaded

connection conforming to IS 8931 connected with

Stainless steel flexible hose 1.0 m long for hand

57 MR-10 shower / health faucet with brass nuts and CP Each 3063.00 11.000 33,693.00

finish brass body health faucet gun including cost

and conveyance of all materials , all operational,

incidental labour charges , overheads &

contractors profit etc.complete for finished item of

Supplying and fixing stainless steel Grab bar,

balustrade etc using 304 grade stainless steel

pipes of d 40 mm dia nominal bore e for horizontal

58 MR-11 pipes placed the wall as per the approved drawing Metre 2200.00 7.200 15,840.00

including cost and conveyance of all materials

buffing charges polishing charges etc complete for

finished item of work. ( 40mm dia @3.61kg/Rmt)

Digitally signed by DEEPAK

Non-DSR ITEM OF WORK UNIT QTY AMOUNT REMARKS

Providing and fixing white vitreous china pedestal

type water closet (European type W.C. pan) with

seat and lid, 10 litre low level white P.V.C. flushing

cistern, including flush pipe, with manually

59 MR-14 controlled device (handle lever), conforming to IS

: 7231, with all fittings and fixtures complete,

including cutting and making good the walls and

floors wherever required.

W.C. pan with ISI marked white solid plastic seat

TOTAL CIVIL NDSR WORKS (WORK SHED) 9,09,022.00 C-1

REPAIR & RENOVATION OF WORK SHED

Suppying of 4x 35 sq.mm aluminium

conductor armoured underground cable for

32 MR-1 incoming supply to panel boards and connecting meter 469.00 150.000 70,350.00

from main source of electrical supply as per IS

33 MR-2 Supplying and fixing Plastic Round sheets each 96.00 75.000 7,200.00

Supply, Transportation and Fixing of 36W

(>=3240 Lumens) Edge lit, 2' x2' (600mm x

600mm) slim panel LED luminaire Square Housing

Made of Aluminum alloy with corrosion resistant

powder coat, with high efficiency acrylic wide

diffuser, with wide operating voltage range, Power

factor > 0.9, Surge protection >2KV, System

efficacy of >90 lumens/watt, CCT: 3000K - 6500K

as desired by the department, CRI >80, and THD

is less than 15% with non integrated driver etc.,

complete with 2 years warranty with BIS

Supply of 1200 mm sweep, BEE 5 star rated,

ceiling fan with Brush Less Direct Current (BLDC)

Motor, class of insulation: B, 3 nos. blades, 30 cm

long down rod, 2 nos. canopies, shackle kit, safety

rope, copper winding, Power Factor not less than

0.9, Service Value (CM/M/W) minimum 6.00, Air

delivery minimum 210 Cum/Min, 350 RPM

(tolerance as per IS : 374-2019), THD less than

10%, remote or electronic regulator unit for speed

control and all remaining accessories including

safety pin, nut bolts, washers, temperature

rise=75 degree C (max.), insulation resistance

more than 2 mega ohm, suitable for 230 V, 50 Hz,

single phase AC Supply, earthing etc. complete as

Supply and Fixing of 450 mm) Light duty exhaust

fan with metal blades etc complete

TOTAL ELECTRICAL NDSR WORKS (WORK SHED) 12,57,606.00 C-2

Digitally signed by DEEPAK