STARTUP

Civil Consultants

Name of Work : Proposed Residential Buildin

Estimation for Shri.Madhav A Betageri,
Shri.Raghavendra A Betageri, Shri.Sanjeev A Be
at Old Hubli (Ward no. 5, CTS no. 3382 and 338

Estimate Cost: 10,449,793.00

Inwords:- Rupees One Crore Four Lakh Twenty Seven Thousa

Eight Hundred and Eighty Only.

Startup Civil Consultan

#58, "Krishna" II Floor, Chetana Colony,
Vidyanagar, HUBLI, KARNATAKA.
e-mail : startupcchubli@gmail.com
TARTUP
Civil Consultants

roposed Residential Building

Shri.Madhav A Betageri,
etageri, Shri.Sanjeev A Betageri,
no. 5, CTS no. 3382 and 3381 B)

Rs/-

e Four Lakh Twenty Seven Thousand

nly.

artup Civil Consultants

#58, "Krishna" II Floor, Chetana Colony,
Vidyanagar, HUBLI, KARNATAKA.
e-mail : startupcchubli@gmail.com
Bill of Quantity
Bill of Quantity
f Quantity
Name of Work :Proposed Residencial Building Estimation for Shri.Raghavendra A Betageri at Ol
(Ward no. 5, CTS no. 3382 and 3381 B)

Bill of Quantity

Sl.No Description Unit Qty Rate

1 2 3 4 5
KSRRB 200-9. Clearing and grubbing road land including
uprooting rank vegetation, grass, brush, shrubs, saplings
and trees of girth upto 300mm, by manual means, in area
1 of thorney jungle, removal of stumps, disposal of Sqm 228.00 10.45
unserviceable materials, stacking of serviceable materials
labour charges complete as per specifications. MORTH /
Chapter 2
Earthwork in surface excavation in hard soil for levelling
and lowering the ground manually ( other than
foundationof buildings, culverts, road drains and trenches
of pipe lines andcables) and removing the excavated stuff
2 to a distance notexceeding 50m and lift upto 1.5m, Cum 68.40 261.80
excavated surface levelledand neatly dressed, disposed
earth to be levelled after breakingof clods and neatly
dressed as per specificationsspecification. No. KBS 2.1
(b) / 2.3.1
Earth work in excavation of foundation of structures as
per drawing and technical specification, including setting
out, construction of shoring and bracing, removal of
stumps and other deleterious matter, dressing of sides
3 Cum 82.73 283.80
and bottom, backfilling the excavation earth to the extent
required and utilising the remaining earth locally for the
work-in,Ordinary/Hard soil-Mechanical Means (Depth
upto 3 m)
KSRB 4-1.3 : Providing and laying in position plain
cementconcrete of mix M7.5 with OPC cement @ 180
kgs, with 40mm and down size graded granite metal
coarse aggregate @0.85 cum and fine aggregates @ 0.57
4 cum, machine mixed, concrete laid in layers not Cum 11.20 5698.00
exceeding 15cms. thick, well compacted, in foundation
and plinth, includingcost of all materials, labour, HOM of
machinery, curing completeas per specifications.
Specification No. KBS 4.1, 4.2
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 4-6.1 : Providing and removing centering,
shutteringstrutting, propping etc., and removal of form
5 work for foundations footings, bases of columns for mass Sqm 39.60 248.60
concrete including cost ofall materials, labour complete
as per specificaitons.Specification No. KBS 4.6.2
KSRB 4.2.8: Providing and laying in position reinforced
cement concrete of design mix M20 with OPC cement @
320 kgs, with 20mm and down size graded granite metal
coarse aggregate @0.69 cum and fine aggregates @ 0.46
cum, with superplasticiser @ 3 ltrs conforming to
IS9103-1999 Reaffirmed-2008, machine mixed, concrete
6 Cum 14.85 7012.50
laid in layers not exceeding 15cms thick, vibrated for
R.C.C. Beams, Columns of all sizes in foundation plinth
and superstructure ground floor level for roof slabs,
staircases, lintels, columns, including cost of all materials,
labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6 Footing
KSRB 4-6.5: Providing and removing centering, shuttering,
strutting, propping etc., for columns, pillars, piers,
abutments, post and struts, square / rectangular /
7 Sqm 13.06 402.60
polygon in plan including cost of all materials, labour
complete as per specificaiton.
Specification No. KBS 4.6.2
KSRB 4.2.8: Providing and laying in position reinforced
cement concrete of design mix M20 with OPC cement @
320 kgs, with 20mm and down size graded granite metal
coarse aggregate @0.69 cum and fine aggregates @ 0.46
cum, with superplasticiser @ 3 ltrs conforming to
IS9103-1999 Reaffirmed-2008, machine mixed, concrete
8 Cum 0.99 7012.50
laid in layers not exceeding 15cms thick, vibrated for
R.C.C. Beams, Columns of all sizes in foundation plinth
and superstructure ground floor level for roof slabs,
staircases, lintels, columns, including cost of all materials,
labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 5.1-3: Providing and constructing granite / trap /
basalt rubble stone masonry in foundation with cement
mortar 1:6 (uncoursed), bond stones at two m. apart in
9 Cum 25.92 3520.00
each course including cost of materials, labour, curing
complete as per specifications. KBS 5.1.12 for Foundtion
and Basement
KSRB 4-1.7 : Providing and laying in position plain cement
concrete of mix M10 with OPC cement @ 220 kgs, with
20mm and down size graded granite metal coarse
aggregate @0.84 cum and fine aggregates @ 0.56 cum,
10 machine mixed, concrete laid in layers not exceeding 15 Cum 3.24 6169.90
cms. thick, well compacted, in foundation and plinth and
cills, including cost of all materials, labour, HOM of
machinery, curing, complete as per specifications.
Specification No. KBS 4.1, 4.2
KSRB 2.3 : Filling available excavated earth ( excluding
rock) in sides of foundations upto plinth in layers not
exceeding 20 cms. in depth, compacting each deposited
11 Cum 20.51 139.70
layer by ramming after watering with lead upto 50 m. and
lift upto 1.5 m. including cost of all labour complete as
per specifications
KSRB 4-6.7 :Providing and removing centering, shuttering,
strutting, propping etc., and removal of form work for
sides and soffits of beams, beam haunchings, cantilever
12 Sqm 54.30 281.60
girders, bressumers and lintels not exceeding 1 m in
depth including cost of all materials, labour complete as
per specifications.--plinth beams
KSRB 4.2.8: Providing and laying in position reinforced
cement concrete of design mix M20 with OPC cement @
320 kgs, with 20mm and down size graded granite metal
coarse aggregate @0.69 cum and fine aggregates @ 0.46
cum, with superplasticiser @ 3 ltrs conforming to
IS9103-1999 Reaffirmed-2008, machine mixed, concrete
13 laid in layers not exceeding 15cms thick, vibrated for Cum 6.24 7012.50
R.C.C. Beams, Columns of all sizes in foundation plinth
and superstructure ground floor level for roof slabs,
staircases, lintels, columns, including cost of all materials,
labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--FOR PLINTH
BEAMS
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB-3.2: Providing and injecting chemical emulsion for
Pre-constructional Anti-Termite Treatment, creating
continuous chemical barrier under and around the
column pits, walls, trenches, basement excavation, top
surface of the plinth filling, junction of wall and floor,
along the external perimeter of building, expansion
joints, over the top surface of consolidated earth on
14 Sqm 166.25 113.30
which apron is to be laid, surrounding of pipes and
conduits, with chloropyriphos emulsifiable concentrates
of 20% concentration, including cost of chemical, diluting
in water to one percent concentration, labour, HOM of
equipments, complete as per specifications. (Plinth area
of the building at ground floor only shall be measured )
Specification No. KBS : 3.2.6 / 3.2.7
KSRB 4-6.5: Providing and removing centering, shuttering,
strutting, propping etc., for columns, pillars, piers,
abutments, post and struts, square / rectangular /
14
polygon in plan including cost of all materials, labour
complete as per specificaiton.
Specification No. KBS 4.6.2
Ground Floor Cum 49.78 402.60
First Floor 49.78 502.60
Second Floor 49.78 702.60

KSRB 4.2.8: Providing and laying in position reinforced

cement concrete of design mix M20 with OPC cement @
320 kgs, with 20mm and down size graded granite metal
coarse aggregate @0.69 cum and fine aggregates @ 0.46
cum, with superplasticiser @ 3 ltrs conforming to
IS9103-1999 Reaffirmed-2008, machine mixed, concrete
15 laid in layers not exceeding 15cms thick, vibrated for
R.C.C. Beams, Columns of all sizes in foundation plinth
and superstructure ground floor level for roof slabs,
staircases, lintels, columns, including cost of all materials,
labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--FOR
COLUMNS
Ground Floor Cum 3.54 7012.50
First Floor 3.54 7212.50
Second Floor 3.54 7312.50
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 4-6.7 :Providing and removing centering, shuttering,
strutting, propping etc., and removal of form work for
sides and soffits of beams, beam haunchings, cantilever
16
girders, bressumers and lintels not exceeding 1 m in
depth including cost of all materials, labour complete as
per specifications.---for LINTELS AND ROOF BEAMS
Ground Floor Sqm 54.30 281.60
First Floor 54.30 381.60
Second Floor 54.30 581.60

KSRB 4.2.8: Providing and laying in position reinforced

cement concrete of design mix M20 with OPC cement @
320 kgs, with 20mm and down size graded granite metal
coarse aggregate @0.69 cum and fine aggregates @ 0.46
cum, with superplasticiser @ 3 ltrs conforming to
IS9103-1999 Reaffirmed-2008, machine mixed, concrete
17 laid in layers not exceeding 15cms thick, vibrated for
R.C.C. Beams, Columns of all sizes in foundation plinth
and superstructure ground floor level for roof slabs,
staircases, lintels, columns, including cost of all materials,
labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--for LINTELS
AND ROOF BEAMS
Ground Floor Cum 5.26 7012.50
First Floor 5.26 7212.50
Second Floor 5.26 7312.50

Providing and laying cement concrete using 20mm and

down size granite jelly or ready mixed concrete (RMC) for
RCC works laid in 15 cm thick layers and well compacted
including vibrating curing including smooth finish in CM 1
18
:3, with all lead and lift etc., complete. (exculsive of cost
of steel and fabrication charges)--Ready Mix Cement
Concrete for Beams, columns, Staircase and roof with
M20-(cement content--320Kg/cum)--FOR ROOF BEAMS
Ground Floor Cum 6.24 7012.50
First Floor 6.24 7212.50
Second Floor 6.24 7312.50
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 4-6.2: Providing and removing centering, shuttering,
strutting, propping etc., and removal of form work for flat
surface such as suspended floors, roofs, landings,
19
balconies and likes, thickness upto 200 mm including cost
of all materials, labour complete as per specificaitons.
Specification No. KBS 4.6.2
Ground Floor Sqm 157.81 437.70
First Floor 157.81 537.70
Second Floor 157.81 637.70

Providing and laying cement concrete using 20mm and

down size granite jelly or ready mixed concrete (RMC) for
RCC works laid in 15 cm thick layers and well compacted
including vibrating curing including smooth finish in CM 1
20
:3, with all lead and lift etc., complete. (exculsive of cost
of steel and fabrication charges)--Ready Mix Cement
Concrete for Beams, columns, Staircase and roof with
M20-(cement content--320Kg/cum)----FOR ROOF SLABS
Ground Floor Cum 18.35 7012.50
First Floor 18.35 7212.50
Second Floor 18.35 7312.50

KSRB 4-6.11 :Providing and removing centering,

shuttering, strutting, propping etc., and removal of form
work for Stairs (excluding landing) except spiral staircase
21
including cost of all materials, labour complete as per
specificaiton.
Specification No. KBS 4.6.2
Ground Floor Sqm 20.85 538.40
First Floor 20.85 588.40
Second Floor 20.85 638.40
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 4.2.8: Providing and laying in position reinforced
cement concrete of design mix M20 with OPC cement @
320 kgs, with 20mm and down size graded granite metal
coarse aggregate @0.69 cum and fine aggregates @ 0.46
cum, with superplasticiser @ 3 ltrs conforming to
IS9103-1999 Reaffirmed-2008, machine mixed, concrete
22 laid in layers not exceeding 15cms thick, vibrated for
R.C.C. Beams, Columns of all sizes in foundation plinth
and superstructure ground floor level for roof slabs,
staircases, lintels, columns, including cost of all materials,
labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--FOR
STAIRCASES
Ground Floor Cum 2.85 7012.50
First Floor 2.85 7212.50
Second Floor 2.85 7312.50

KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C

work including straightening, cutting,bending, hooking,
placing in position, lapping and / or weldingwherever
required, tying with binding wire and anchoring to
theadjoining members wherever necessary complete as
23 Tonne 9.71 66474.10
per design(laps, hooks and wastage shall not be
measured and paid) costof materials, labour, HOM of
machinery complete as per specifications. Specification
No. KBS 4.6.3--Fe-415

KSRB 7.9: Providing and fixing M.S.grill work for windows

and ventilators weighing 21 kg/sqm using M.S. flats, or
M.S. square rods, or combination of M.S. flats and square
rods as per approved design, drawing including cutting
24
steel sections and \ welding the same to required pattern
with a coat of red lead primer, cost of materials, fixtures,
labour and HOM of machinery complete as per
specifications. Specification No. KBS 7.12
Ground Floor Kg 221.13 120.70
First Floor 221.13 145.70
Second Floor 221.13 170.70
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 9.4-1 : Providing Teak wood frames of doors,
windows, clerestory windows, ventilators and other
frames, wrought, framed or assembled including making
25 plaster groves ( excluding cost of cement concrete and
side clamps ), but including cost of materials, labour,
HOM of machineries complete as per specifications.
Specification No. KBS 9.33
Ground Floor Cum 0.56 179279.70
First Floor 0.56 179779.70
Second Floor 0.56 180279.70

KSRB 9-27.1 : Fixing of door frame in an existing opening

including embedding frame in floor and walls after
cutting masonry for holdfasts for embedding holdfast in
cement concrete 1:3:6 of 20mm and down size granite
26 metal painting two coats of coal tar to sides of frame,
making good the damages to walls and floor as required
and disposal of the debris with lead upto 50 m. including
cost of materials, labour charges, complete as per
specifications.
Ground Floor Each 10.00 1269.30
First Floor Each 10.00 1369.30
Second Floor 10.00 1469.30
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 10-3 : Providing and laying integral cement based
waterproofing treatment including preparation of surface
as required for treatment of roofs, balconies, terraces
etc., consisting of following application. (a) Applying and
grouting a slurry coat of neat cement using 2.75 kg/ sqm
of cement admixed with proprietary water proofing
compound conforming to IS:2645 over the RCC slab after
cleaning the surface before treatment. (b) Laying cement
concrete using broken brick bats 25mm to 100mm size
with 50% of cement mortar 1:5 admixed with proprietary
water proofing compound conforming IS:2645 over
20mm thick layer of cement mortar 1:5 admixed with
27 proprietary water proofing compound to required slope
and treating similarly the adjoining walls upto 300mm
height including rounding off junctions of walls and slabs.
(c) After two days of proper curing, applying a second
coat of cement lurry admixed with proprietary water
proofing compound (d) Finishing the surface with 20mm
thick joint less cement mortar of mix 1:4 admixed with
proprietary water proofing compound and finally
finishing the surface with trowel and neat cement slurry
and making of 300x300mm square. (e) The whole terrace
so finished shall be flooded with water for a minimum
period of two weeks for curing and for final test including
cost of materials, labour complete as per specifications.
Ground Floor Sqm 6.48 1000.70
First Floor 6.48 1025.70
Second Floor 6.48 1050.70
Terrace Floor 166.25 1075.70

KSRB 15-3.14 : Providing 12mm thick cement plaster in

singlecoat with cement mortar 1 :4, to ceiling including
rounding offcorners wherever required smooth
28
rendering, : Providing andremoving scaffolding, including
cost of materials, labour, curingcomplete as per
specifications.(124:15.22)
Ground Floor Sqm 149.71 217.50
First Floor 149.71 242.50
Second Floor 149.71 292.50
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB15-3.2: Providing 12mm thick cement plaster in
singlecoat with cement mortar 1:4 to brick masonry
including roundingoff corners wherever required smooth
29
rendering, : Providing and removing scaffolding, including
cost of materials, labour, curingcomplete as per
specifications
Ground Floor Sqm 424.08 203.20
First Floor 424.08 228.20
Second Floor 424.08 278.20

Providing & Applying JK Birla wall care Putti,including

priming coat with primer after throughly brooming the
surface free from mortar drops and other foreign matter
including preparing the surface even and sand paper
smooth, including cost and conveyance of all materials,
30
cost of labour and equipment with all lead, lifts, loading
and unloading and all other incidental charges required
for successful completion of work as per approved
specification, designs, drawings etc,. complete and
directions of the Engineer in-charge of the work
Ground Floor Sqm 573.79 63.80
First Floor 573.79 63.80
Second Floor 573.79 63.80

KSRB15-3.8: Providing 18mm thick cement plaster in

singlecoat with cement mortar 1 :4, to brick masonry
including roundingoff corners wherever required smooth
31
rendering, : Providing andremoving scaffolding, including
cost of materials, labour, curingcomplete as per
specifications
Ground Floor Sqm 552.56 262.60

KSRB15-5.1: Providing rough cement plastering 15mm

thick in singlecoat with cement mortar 1:4 to brick
masonry for base of dadoing works with sand of
32
approved quality,: Providing and removing scaffolding,
including cost of materials, labour, curing complete as per
specifications(125:15.30)
Ground Floor Sqm 6.48 215.30
First Floor 6.48 240.30
Second Floor 6.48 265.30
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 14.15-1: Providing marble slab flooring 20mm thick
with edges of slab machine cut, for flooring, treads of
steps and landings laid on a bed of 25mm thick cement
mortar 1:6, mix, to line and level, jointed with cement
slurry curing, rubbing, polishing complete finishIing with
flush pointing using white cement, including cost of
33
materials, HOM of machineries, labour, curing, complete
as per specifications. Note : While preparing analysis the
quality of marble slab should be clearly noted namely
white marble, adanga marble, makrana etc., and also size
of slab should be noted clearly. Specification No. KBS
14.18
Ground Floor Sqm 145.17 3506.70
First Floor 145.17 3606.70
Second Floor 145.17 3706.70

KSRB 14-18.1 : Providing skirting, dado, rises of steps with

marble slabs not exceeding 30 cms. height on 10 cms.
thick cement mortar 1:3 and jointed with white cement
slurry over rough plaster surface (excluding cost of rough
34 plastered which should be measured and paid
separately ) using marble slab with machine cut edges
upto 25cms. thick including cost of materials, labour,
complete as per specifications. Specification No.KBS
14.19
Ground Floor Sqm 12.56 3679.40
First Floor 12.56 3779.40
Second Floor 12.56 3879.40

KSRB 14.14-5: Providing Ceramic tiles of approved make,

shade and size for flooring, treads of steps and landings
laid on a bed of 12mm thick, cement mortar 1:3 mix,
flush pointing with white cement using colour pigment,
35
including cost of materials, labour, curing, complete as
per specifications. [Approved make: Nitco/ Naveen/
Kajaria or equivalent]

Ground Floor Sqm 6.48 1108.70

First Floor 6.48 1208.70
Second Floor 6.48 1308.70
Sl.No Description Unit Qty Rate
1 2 3 4 5
Providing and fixing stainless steel 304 grade for staircase
railings, balconies, ramps, with hand rail, 50mm dia 16
guage hollow pipe welded to vertical hollow 50mm dia
pipe of 16 guage, stainless steel vertical pipe spaced at
1.20m regular intervals, and 5 Nos of 25mm dia. Stainless
36 steel hollow horizontal pipe are welded to vertical 50mm
dia hollow pipe. The entire assembly is fixed to staircase
concrete by using expansion bolts by drilling concrete
etc., complete including cost of materials, labour, HOM of
machineries and electrical charges, etc., complete as per
specifications.
Ground Floor Sqm 15.70 6857.30
First Floor 15.70 6957.30
Second Floor 15.70 7057.30

KSRB 15.51.1 :Providing & applying painting in two coats

with plastic emulsion paint with primer of approved
brand on wall surface to give an even approved shade
after thoroughly brushing the surface,free from mortar
37 drops and other foreign matter including preparing the
surface even and sand paper smooth,cost of
materials,labour,complete as per specifications.
(127/15.51.2) [Approved make:
Asian/Nerolac/Berger/ICI/Nippon or equivalent]
Ground Floor Sqm 424.08 105.08
First Floor 424.08 107.58
Second Floor 424.08 112.58

Providing and finishing external walls in two coats over

one coat of primer with anti-fungal paint of approved
brand and shade to give an even shade after thoroughly
brooming the surface to remove all dirt and loose
38 powdered material, free from mortar drops and other
foreign matter, cost of materials, labour, complete as per
specifications
[Approved make: Asian/Nerolac/Berger/ICI/Nippon or
equivalent]
Ground Floor Sqm 552.56 175.00
First Floor
Second Floor
Sl.No Description Unit Qty Rate
1 2 3 4 5
KSRB 15-18.2: Providing and applying enamel metal paint
twocoats (excluding priming coat) over new steel or other
metalsurface brushing to give an even shade after
cleaning oil, grease,dirt and other foreign
39 matter,including cost of materials, labour,complete as per
specifications.
[Approved make: Asian/Nerolac/Berger/ICI/Nippon or
equivalent]

Ground Floor Sqm 10.53 100.20

First Floor 10.53 150.20
Second Floor 10.53 200.20

Providing and fixing under counter modular storage as

per approved specification and design comprising of
kitchen carcass made of 18mm pre-laminated board with
both sides laminated and four side edge band (rehau),
minifix and dowels of ebco and fixtures from hettich of
good quality, The overall dimensions of the carcass--
height 720mm, depth 550mm & width 3300mm, Shutter
made of 18mm MDF membrane finish (Foils imported),
40 SS304 grade baskets-- Cutlery basket-450 (L) x 550
(depth) x 180mm (height), Cup & Saucer--
450x550x180mm, Thali Basket--450 x550x360mm,
Imported PVC skirting, Stainless sink of approved make,
19mm thick Telephone Jetblack Granite top with 40mm
thick edge nosing, etc complete as per directions of
engineer in charge (including granite stone+Steel sink)
(vide approval from SE office letter
dtd.PHC/Engg/702/2013-14 dt.02.05.2013
Lumpsum 3.00 275000.00

KSRB 6-3.3 : Providing and constructing burnt brick

masonry with approved quality of non-modular bricks of
standard size of class designation 7.5Newton per sqmm
41 with cement mortar 1:4 for basement and superstructure
(Machine moulded Wirecut bricks) with cost of materials,
labour charges, scaffolding, curing complete as per
specifications. Specification No. KBS 6.2
Ground Floor 1 70.52 9697.70
First Floor 1 70.52 9707.70
Second Floor 1 70.52 9717.70
Sl.No Description Unit Qty Rate
1 2 3 4 5

KSRB 9.5-1 : Providing and fixing in position fully panelled

Teak wood shutters for doors, styles and rails of 40mm.
thick with bottom and lock rails 180mm wide top rail and
42 styles 100mm wide as per drawing and panels of 25mm
thick including cost of materials, labour, HOM of
machineries complete as per specifications. ( excluding
cost of fixtures) Specification No. KBS 9.34
Ground Floor 1 18.59 8199.30
First Floor 1 18.59 8299.30
Second Floor 1 18.59 8399.30

Total Amount :
Add 5% Plumbing Charge :
Add 8% Electric Charge :
Grand Total Amount :
ng Estimation for Shri.Raghavendra A Betageri at Old Hubli
CTS no. 3382 and 3381 B)

Bill of Quantity

Amount
6

2,382.60

17,907.12

23,478.21

63,820.45
Amount
6

9,844.56

104,135.63

5,256.35

6,967.62
Amount
6

91,238.40

19,990.48

2,865.41

15,290.88

43,789.56
Amount
6

18,836.13

20,039.82
25,017.42
34,972.62

24,822.15
25,530.09
25,884.06
Amount
6

15,290.88
20,720.88
31,580.88

36,880.49
37,932.34
38,458.27

43,789.56
45,038.46
45,662.91
Amount
6

69,074.53
84,855.78
100,637.03

128,655.27
132,324.58
134,159.24

11,225.64
12,268.14
13,310.64
Amount
6

19,985.63
20,555.63
20,840.63

645,679.95

26,690.39
32,218.64
37,746.89
Amount
6

100,340.61
100,620.45
100,900.29

12,693.00
13,693.00
14,693.00
Amount
6

6,484.54
6,646.54
6,808.54
178,835.13

32,562.47
36,305.28
43,790.91
Amount
6

86,172.45
96,774.37
117,978.22

36,607.77
36,607.77
36,607.77

145,100.94

1,395.14
1,557.14
1,719.14
Amount
6

509,058.87
523,575.62
538,092.37

46,194.87
47,450.37
48,705.87

7,184.38
7,832.38
8,480.38
Amount
6

107,659.61
109,229.61
110,799.61

44,559.89
45,620.08
47,740.47

96,697.13
Amount
6

1,055.11
1,581.61
2,108.11

825000.00

683,862.41
684,567.59
685,272.77
 Amount
6

152,383.99
154,242.49
156,100.99

9,247,603.79
462,380.19
739,808.30
10,449,792.28
Measurement
Sheet
Measurement
Sheet
surement
Sheet
Name of Work : Proposed Residential Building Estimation for Shri.Madhav A Betageri, Shri.Raghave
3381 B)

Measurement Sh

Sl. Description Unit No

No
1 2 3 4
1 KSRRB M200-11.2: Clearing and grubbing road land including uprooing rank
vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm by
manual means, in are of thorny jungle, removal of stumps, disposal of
unserviceable materials, stacking of serviceable materials within a lead of 100m
from road boundary, labour charges complete as per specifications, Spec, No.KRBS
200-1 MORT & H Spec. no. 201

Plot Area Sqm 1

2 Earthwork in surface excavation in hard soil for levelling and lowering the ground
manually (other than foundationof buildings, culverts, road drains and trenches of
pipe lines andcables) and removing the excavated stuff to a distance notexceeding
50m and lift upto 1.5m, excavated surface levelledand neatly dressed, disposed
earth to be levelled after breakingof clods and neatly dressed as per
specificationsspecification. No. KBS 2.1 (b) / 2.3.1

surface excavation. In hard soil, 50% undulating Cum 1

3 Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of
stumps and other deleterious matter, dressing of sides and bottom, backfilling the
excavation earth to the extent
required and utilising the remaining earth locally for the work-in,Ordinary/Hard
soil-Mechanical Means (Depth upto 3 m)

For Footings Cum 12

For Stone Masonry
Long wall 2

Shot wall 2
Sl. Description Unit No
No
1 2 3 4
4 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix M7.5
with OPC cement @ 180 kgs, with 40mm and down size graded granite metal
coarse aggregate @0.85 cum and fine aggregates @ 0.57 cum, machine mixed,
concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation
and plinth, includingcost of all materials, labour, HOM of machinery, curing
completeas per specifications. Specification No. KBS 4.1, 4.2

Below RCC Footing Cum 12

For Stone Masonry
Long wall 2

Shot wall 2

5 KSRB 4-6.1 : Providing and removing centering, shutteringstrutting, propping etc.,

and removal of form work for foundations footings, bases of columns for mass
concrete including cost ofall materials, labour complete as per
specificaitons.Specification No. KBS 4.6.2

RCC Footing Cum 12

6

KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6
Footing

RCC Footing Cum 12

7
KSRB 4-6.5: Providing and removing centering, shuttering, strutting, propping etc.,
for columns, pillars, piers, abutments, post and struts, square / rectangular /
polygon in plan including cost of all materials, labour complete as per specificaiton.
Specification No. KBS 4.6.2

Column Footing Top to Plinth Beam Bottom Sqm 12

Sl. Description Unit No
No
1 2 3 4
8 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6

Column Footing Top to Plinth Beam Bottom Cum 12

9 KSRB 5.1-3: Providing and constructing granite / trap / basalt rubble stone masonry
in foundation with cement mortar 1:6 (uncoursed), bond stones at two m. apart in
each course including cost of materials, labour, curing complete as per
specifications. KBS 5.1.12 for Foundtion and Basement

For Stone Masonry Cum

Long wall 2

Shot wall 2

10 KSRB 4-1.7 : Providing and laying in position plain cement concrete of mix M10
with OPC cement @ 220 kgs, with 20mm and down size graded granite metal
coarse aggregate @0.84 cum and fine aggregates @ 0.56 cum, machine mixed,
concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation
and plinth and cills, including cost of all materials, labour, HOM of machinery,
curing, complete as per specifications. Specification No. KBS 4.1, 4.2

Top of Stone Masonry Coping Cum 2

11 KSRB 2.3 : Filling available excavated earth ( excluding rock) in sides of foundations
upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited
layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including
cost of all labour complete as per specifications

Total Earth work excavation Cum 1

Sl. Description Unit No
No
1 2 3 4
Deductions
PCC in foundation -1
Concrete footings -1
Stone Masonry -1
Column upto plinth -1

Add plinth back filling

Sit out 1
Below Staircase 1
Living 1
Childrens Bed Room 1
Pooja Room 1
M.Bed Room 1
Store Room 1
Kitchen 1
Bed Room 1
Washing Portion 1
Utility 1

12 KSRB 4-6.7 :Providing and removing centering, shuttering, strutting, propping etc.,
and removal of form work for sides and soffits of beams, beam haunchings,
cantilever girders, bressumers and lintels not exceeding 1 m in depth including cost
of all materials, labour complete as per specifications.--plinth beams

Long wall Cum 3

Shot wall 4
Sl. Description Unit No
No
1 2 3 4
13 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6--
FOR PLINTH BEAMS

Long wall Cum 3

Shot wall 4

14 KSRB-3.2: Providing and injecting chemical emulsion for Pre-constructional Anti-

Termite Treatment, creating continuous chemical barrier under and around the
column pits, walls, trenches, basement excavation, top surface of the plinth filling,
junction of wall and floor, along the external perimeter of building, expansion
joints, over the top surface of consolidated earth on which apron is to be laid,
surrounding of pipes and conduits, with chloropyriphos emulsifiable concentrates
of 20% concentration, including cost of chemical, diluting in water to one percent
concentration, labour, HOM of equipments, complete as per specifications. (Plinth
area of the building at ground floor only shall be measured ) Specification No. KBS :
3.2.6 / 3.2.7

1
15 KSRB 4-6.5: Providing and removing centering, shuttering, strutting, propping etc.,
for columns, pillars, piers, abutments, post and struts, square / rectangular /
polygon in plan including cost of all materials, labour complete as per specificaiton.
Specification No. KBS 4.6.2

Ground Floor Columns Sqm 12

First Floor Columns Sqm 12
Second Floor Columns Sqm 12
Head room columns
Sl. Description Unit No
No
1 2 3 4
16 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6--
FOR COLUMNS

Ground Floor Columns Sqm 12

First Floor Columns Sqm 12
Second Floor Columns Sqm 12
Head room columns

17 KSRB 4-6.7 : Providing and removing centering, shuttering, strutting, propping etc.,
and removal of form work for sides and soffits of beams, beam haunchings,
cantilever girders, bressumers and lintels not exceeding 1 m in depth including cost
of all materials, labour complete as per specifications.---for LINTELS AND ROOF
BEAMS

Long wall Sqm 3

Shot wall 4
Kitchen Shelf Flat Surface 1
Bed room near stair case
Sides 1
Store Room 1
Utility 1
Toilet 3

Pooja Room
Ground Floor Lintel
First Floor Lintel
Second Floor Lintel

Roof Beam
Long wall Sqm 3

Shot wall 4
Sl. Description Unit No
No
1 2 3 4
Ground Floor Roof Beam
First Floor Roof Beam
Second Floor Roof Beam
Head room Roof beams
18 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6--
for LINTELS AND ROOF BEAMS

Long wall Cum 3

Shot wall 4
Kitchen Shelf Flat Surface 1
Bed room near stair case
Store Room 1
Utility 1
Toilet 3
Ground Floor Lintel
First Floor Lintel
Second Floor Lintel
Roof Beam
Long wall Cum 3

Shot wall 4
Ground Floor Roof Beam
First Floor Roof Beam
Second Floor Roof Beam
Head room Roof beams

19 KSRB 4-6.2: Providing and removing centering, shuttering, strutting, propping etc.,
and removal of form work for flat surface such as suspended floors, roofs, landings,
balconies and likes, thickness upto 200 mm including cost of all materials, labour
complete as per specificaitons. Specification No. KBS 4.6.2

Bottom Flat Surface

Sl. Description Unit No
No
1 2 3 4
Sit out Sqm 1
Living 1
Pooja Room + Passage+Store Room 1
Kitchen 1
Washing Portion 1
Utility 1
Bed Room + Bath 1
M.Bed Room + Bath 1
Children Bed Room + Bath 1
Sides of Slab
Long wall Sqm 2

Shot wall 2

Ground Floor Roof Slab

First Floor Roof Slab
Second Floor Roof Slab
Head room roof slab
20 Providing and laying cement concrete using 20mm and down size granite jelly or
ready mixed concrete (RMC) for RCC works laid in 15 cm thick layers and well
compacted including vibrating curing including smooth finish in CM 1 :3, with all
lead and lift etc., complete. (exculsive of cost of steel and fabrication charges)--
Ready Mix Cement Concrete for Beams, columns, Staircase and roof with M20-
(cement content--320Kg/cum)----FOR ROOF SLABS

Bottom Flat Surface

Sit out Cum 1
Living 1
Pooja Room + Passage+Store Room 1
Kitchen 1
Washing Portion 1
Utility 1
Bed Room + Bath 1
M.Bed Room + Bath 1
Children Bed Room + Bath 1

Ground Floor Roof Slab

First Floor Roof Slab
Second Floor Roof Slab
Sl. Description Unit No
No
1 2 3 4
Head room roof slab
21 KSRB 4-6.11 :Providing and removing centering, shuttering, strutting, propping etc.,
and removal of form work for Stairs (excluding landing) except spiral staircase
including cost of all materials, labour complete as per specificaiton.
Specification No. KBS 4.6.2

for staircases
2
2
waist slab 2
2
steps 10

waist slab -flight -2 1

2
steps 10
sqm
sub-total for ground floor-stairs sqm
First Floor Roof Slab
Second Floor Roof Slab
Head room roof slab
22 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6--
FOR STAIRCASES

Staircases Cum
1
1
waist slab 1
steps 0.50 10
landing slab 1
Sl. Description Unit No
No
1 2 3 4
waist slab -flight -2 1
0.50 10
1

sub-total for ground floor-stairs

First Floor Roof Slab
Second Floor Roof Slab
Head room roof slab
23 KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including
straightening, cutting,bending, hooking, placing in position, lapping and / or
weldingwherever required, tying with binding wire and anchoring to theadjoining
members wherever necessary complete as per design(laps, hooks and wastage
shall not be measured and paid) cost of materials, labour, HOM of machinery
complete as per specifications. Specification No. KBS 4.6.3--Fe-415

RCC Footing Tone 1

Column Footing Top to Plinth Beam Bottom 1
Plinth Beam 1
Columns 3
Roof Beam 3
Roof Slab 3
Stairacase 3
Lintel 3
Kg
sub-total for ground floor-stairs Tone
First Floor Roof Slab
Second Floor Roof Slab
Head room roof slab
Columns
Roof Beam
Roof Slab
Sl. Description Unit No
No
1 2 3 4
24 KSRB 7.9: Providing and fixing M.S.grill work for windows and ventilators weighing
21 kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and
square rods as per approved design, drawing including cutting steel sections and \
welding the same to required pattern with a coat of red lead primer, cost of
materials, fixtures, labour and HOM of machinery complete as per specifications.
Specification No. KBS 7.12

W Kg 1
W1 3
W2 2
V 3
V1

sub-total for ground floor-stairs Kg

First Floor Roof Slab
Second Floor Roof Slab

25 KSRB 9.4-1 : Providing Teak wood frames of doors, windows, clerestory windows,
ventilators and other frames, wrought, framed or assembled including making
plaster groves ( excluding cost of cement concrete and side clamps ), but including
cost of materials, labour, HOM of machineries complete as per specifications.
Specification No. KBS 9.33

MD Cum 1
D 6
D1 3
D2
sub-total for ground floor-stairs
First Floor Roof Slab
Second Floor Roof Slab
26 KSRB 9-27.1 : Fixing of door frame in an existing opening including embedding
frame in floor and walls after cutting masonry for holdfasts for embedding holdfast
in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats
of coal tar to sides of frame, making good the damages to walls and floor as
required and disposal of the debris with lead upto 50 m. including cost of
materials, labour charges, complete as per specifications.

MD Each 1
D 6
D1 3
D2
sub-total for ground floor (east side door also included)
Sl. Description Unit No
No
1 2 3 4
First Floor Roof Slab
Second Floor Roof Slab (east side door also included)
27 Providing and applying water proofing to roof slab,terrace,landscape area,podium
etc., using modified polyurethane cures (conforming to ASTM C836-84) to give a
tough elastomeric waterproof membrane on the surface.The surface shall be
cleaned free from dust and other particle before usage,including scarifying the
surface and removing dust and foreign materials removing debris and cleaning
surface with wire brush to give even surface.including cost and conveyance of all
materials, cost of labour,HOM of machinery and equipment, with all lead, lifts,
loading and unloading and all other incidental charges required for successful
completion of work as per approved specification, designs, drawings etc,.
complete and directions of the Engineer in-charge of the work

sub-total for ground floor Sqm 3

First Floor Roof Slab

Second Floor Roof Slab

Terrace Water Proofing 1

28 KSRB 15-3.14 : Providing 12mm thick cement plaster in singlecoat with cement
mortar 1 :4, to ceiling including rounding offcorners wherever required smooth
rendering, : Providing andremoving scaffolding, including cost of materials, labour,
curingcomplete as per specifications.(124:15.22)

ground floor Ceiling Plaster Sqm 1

First Floor Roof Slab
Second Floor Roof Slab

29 KSRB15-3.2: Providing 12mm thick cement plaster in singlecoat with cement

mortar 1:4 to brick masonry including roundingoff corners wherever required
smooth rendering, : Providing and removing scaffolding, including cost of materials,
labour, curingcomplete as per specifications

Sit out Sqm 2

2
Living 2
2
Kitchen 2
Sl. Description Unit No
No
1 2 3 4
2
Pooja Room 2
2
Store Room 2
2
Kitchen 2
2
Bed Room 2
2
Master Bed Room 2
2
Children Bed Room 2
2
Toilet 2
2
Utility 2
2

Deductions
W 1
W1 3
W2 2
V 3
MD 3
D 6
D1 3
D2

ground floor Ceiling Plaster

First Floor Roof Slab
Second Floor Roof Slab
30 Providing & Applying JK Birla wall care Putti,including priming coat with primer
after throughly brooming the surface free from mortar drops and other foreign
matter including preparing the surface even and sand paper smooth, including cost
and conveyance of all materials, cost of labour and equipment with all lead, lifts,
loading and unloading and all other incidental charges required for successful
completion of work as per approved specification, designs, drawings etc,.
complete and directions of the Engineer in-charge of the work
Sl. Description Unit No
No
1 2 3 4
Inside Ceiling Sqm
Ground Floor 1
First Floor 1
Second Floor 1
Inside Wall
Ground Floor 1
First Floor 1
Second Floor 1

31 KSRB15-3.8: Providing 18mm thick cement plaster in singlecoat with cement

mortar 1 :4, to brick masonry including roundingoff corners wherever required
smooth rendering, : Providing andremoving scaffolding, including cost of materials,
labour, curingcomplete as per specifications

Outside Plaster-Ground floor

Long wall Sqm 2
Shot wall 2
First Floor
Long wall 2
Shot wall 2
Second Floor +Terrace
Long wall 2
Shot wall 2

Deductions
W 3 1
W1 3 3
W2 3 2
V 3 3
V1
MD 3 3
D 3 6
D1 3 3
D2

32 KSRB15-5.1: Providing rough cement plastering 15mm thick in singlecoat with

cement mortar 1:4 to brick masonry for base of dadoing works with sand of
approved quality,: Providing and removing scaffolding, including cost of materials,
labour, curing complete as per specifications(125:15.30)
Sl. Description Unit No
No
1 2 3 4
Ground floor Toilet Sqm 3

First Floor Toilet 3

Second Floor Toilet 3

33 KSRB 14.44.1: Providing Vitrified tiles 60 x 60 cms size of approved make, shade
and size for flooring laid on a bed of 12mm thick cement mortar 1:3 mix, flush
pointing with white cement using color pigment, including cost of materials, labour,
curing complete as per specifications. [Approved make: Nitco/ Naveen/ Kajaria or
equivalent]

Sit out Cum 1

Living 1
Pooja Room + Passage+Store Room 1
Kitchen 1
Washing Portion 1
Utility 1
Bed Room 1
M.Bed Room 1
Children Bed Room 1
Ground floor
First Floor
Second Floor
34 KSRB 14-17.2: Providing skirting, dado, rises of steps with White glazed tiles 6mm
thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over
rough plaster surface (excluding cost of rough plastered surface which should be
measured and paid separately) using glazed tiles of approved make and size
including cost of materials, labour, complete as per specifications. Specification
No.KBS 14.16, 14.17 [Approved make: Nitco/ Naveen/ Kajaria or equivalent]

Ground floor Toilet Sqm 3

3
Deduction
V 3
D2 3

First floor Toilet Sqm 3

3
Sl. Description Unit No
No
1 2 3 4
Deduction
V 3
D2 3

Second floor Toilet Sqm 3

3
Deduction
V 3
D2 3

Ground floor
First Floor
Second Floor
35 KSRB 14.14-5: Providing Ceramic tiles of approved make, shade and size for
flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar
1:3 mix, flush pointing with white cement using colour pigment, including cost of
materials, labour, curing, complete as per specifications. [Approved make: Nitco/
Naveen/ Kajaria or equivalent]

Ground floor Toilet Sqm 3

First Floor

Second Floor

36 Providing and fixing stainless steel 304 grade for staircase railings, balconies, ramps,
with hand rail, 50mm dia 16 guage hollow pipe welded to vertical hollow 50mm dia
pipe of 16 guage, stainless steel vertical pipe spaced at 1.20m regular intervals, and
5 Nos of 25mm dia. Stainless steel hollow horizontal pipe are welded to vertical
50mm dia hollow pipe. The entire assembly is fixed to staircase concrete by using
expansion bolts by drilling concrete etc., complete including cost of materials,
labour, HOM of machineries and electrical charges, etc., complete as per
specifications.

First Flight Sqm 1

Second Flight Sqm 1
Balcony Railing 1
Ground floor
First Floor
Second Floor
Sl. Description Unit No
No
1 2 3 4
37 KSRB 15.51.2 :Providing & applying painting in two coats with plastic emulsion
paint with primer of approved brand on wall surface to give an even approved
shade after thoroughly brushing the surface,free from mortar drops and other
foreign matter including preparing the surface even and sand paper smooth,cost of
materials,labour,complete as per specifications.(127/15.51.2) [Approved make:
Asian/Nerolac/Berger/ICI/Nippon or equivalent]

Inside wall Painting Sqm 1

38 KSRB15-15.2: Extra over Item 15-15.1 for painting two coats with plastic emulsion
paint of approved brand and shade on ceiling and /or sloping roof as per
specifications.(127/15.51.3)

Ceiling Sqm 1
39 Providing and finishing external walls in two coats over one coat of primer with
anti-fungal paint of approved brand and shade to give an even shade after
thoroughly brooming the surface to remove all dirt and loose powdered material,
free from mortar drops and other foreign matter, cost of materials, labour,
complete as per specifications
[Approved make: Asian/Nerolac/Berger/ICI/Nippon or equivalent]

Sqm 1
40 KSRB 15-18.2: Providing and applying enamel metal paint twocoats (excluding
priming coat) over new steel or other metalsurface brushing to give an even shade
after cleaning oil, grease,dirt and other foreign matter,including cost of materials,
labour,complete as per specifications.
[Approved make: Asian/Nerolac/Berger/ICI/Nippon or equivalent]

W Sqm 1
W1 3
W2 2
V 3

41 KSRB 15-17.5 : Applying priming coat over new wood surface and / or wood based
surface after preparing the surface after throughly cleaning oil, grease, dirt and
foreign matter, sand papering and knotting liquid wood filler, for varnish including
cost of materials, labour, complete as per specifications
 Sl. Description Unit No
No
1 2 3 4
42 Providing and fixing under counter modular storage as per approved specification
and design comprising of kitchen carcass made of 18mm pre-laminated board with
both sides laminated and four side edge band (rehau), minifix and dowels of ebco
and fixtures from hettich of good quality, The overall dimensions of the carcass--
height 720mm, depth 550mm & width 3300mm, Shutter made of 18mm MDF
membrane finish (Foils imported), SS304 grade baskets-- Cutlery basket-450 (L) x
550 (depth) x 180mm (height), Cup & Saucer--450x550x180mm, Thali Basket--450
x550x360mm, Imported PVC skirting, Stainless sink of approved make, 19mm thick
Telephone Jetblack Granite top with 40mm thick edge nosing, etc complete as per
directions of engineer in charge (including granite stone+Steel sink) (vide approval
from SE office letter dtd.PHC/Engg/702/2013-14 dt.02.05.2013

Lumpsum 1
43 KSRB 6-3.3 : Providing and constructing burnt brick masonry with approved quality
of non-modular bricks of standard size of class designation 7.5Newton per sqmm
with cement mortar 1:4 for basement and superstructure (Machine moulded
Wirecut bricks) with cost of materials, labour charges, scaffolding, curing complete
as per specifications. Specification No. KBS 6.2

Long wall Sqm 3

Shot wall 6

44 KSRB 9.5-1 : Providing and fixing in position fully panelled Teak wood shutters for
doors, styles and rails of 40mm. thick with bottom and lock rails 180mm wide top
rail and styles 100mm wide as per drawing and panels of 25mm thick including cost
of materials, labour, HOM of machineries complete as per specifications.
( excluding cost of fixtures) Specification No. KBS 9.34

MD Sqm 1
D 6
D1 3
Ground floor
First Floor
Second Floor

Extra Items
Paver blocks
Sl. Description Unit No
No
1 2 3 4
45 KSRRB M200-11.2: Clearing and grubbing road land including uprooing rank
vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm by
manual means, in are of thorny jungle, removal of stumps, disposal of
unserviceable materials, stacking of serviceable materials within a lead of 100m
from road boundary, labour charges complete as per specifications, Spec, No.KRBS
200-1 MORT & H Spec. no. 201

46 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix M7.5
with OPC cement @ 180 kgs, with 40mm and down size graded granite metal
coarse aggregate @0.85 cum and fine aggregates @ 0.57 cum, machine mixed,
concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation
and plinth, includingcost of all materials, labour, HOM of machinery, curing
completeas per specifications. Specification No. KBS 4.1, 4.2

47 KSRB 14.14-5: Providing Ceramic tiles of approved make, shade and size for
flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar
1:3 mix, flush pointing with white cement using colour pigment, including cost of
materials, labour, curing, complete as per specifications. [Approved make: Nitco/
Naveen/ Kajaria or equivalent]
 Sl. Description Unit No
No
1 2 3 4
48 KSRB 14.7-2 : Providing and laying red oxide flooring 40 mm thick, with an under
layer of 30mm thick M-15 cement concrete, using broken granite metal of 12.5mm
nominal size and top layer of 10mm thick plaster with 1:3 cement mortar mixed
with red oxide ( using 3.5 kg of red oxide per 50 kg of cement ) finished with
floating coat of neat cement mixed with red oxide ( mix of same proportion ) ,
including cost of materials, labour, curing, complete as per specifications.
Specification No. KBS 14.3

Slump tank
49 Earthwork in surface excavation in hard soil for levelling and lowering the ground
manually (other than foundationof buildings, culverts, road drains and trenches of
pipe lines andcables) and removing the excavated stuff to a distance notexceeding
50m and lift upto 1.5m, excavated surface levelledand neatly dressed, disposed
earth to be levelled after breakingof clods and neatly dressed as per
specificationsspecification. No. KBS 2.1 (b) / 2.3.1

50 KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix M7.5
with OPC cement @ 180 kgs, with 40mm and down size graded granite metal
coarse aggregate @0.85 cum and fine aggregates @ 0.57 cum, machine mixed,
concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation
and plinth, includingcost of all materials, labour, HOM of machinery, curing
completeas per specifications. Specification No. KBS 4.1, 4.2

51 KSRB 6-3.3 : Providing and constructing burnt brick masonry with approved quality
of non-modular bricks of standard size of class designation 7.5Newton per sqmm
with cement mortar 1:4 for basement and superstructure (Machine moulded
Wirecut bricks) with cost of materials, labour charges, scaffolding, curing complete
as per specifications. Specification No. KBS 6.2

Long wall Sqm

Shot wall
Sl. Description Unit No
No
1 2 3 4
52 KSRB 4-6.1 : Providing and removing centering, shutteringstrutting, propping etc.,
and removal of form work for foundations footings, bases of columns for mass
concrete including cost ofall materials, labour complete as per
specificaitons.Specification No. KBS 4.6.2

For slab Sqm

Slab sides
For walls

53 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6

For tank bottom Cum

For Side walls
For Slab

54 KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including
straightening, cutting,bending, hooking, placing in position, lapping and / or
weldingwherever required, tying with binding wire and anchoring to theadjoining
members wherever necessary complete as per design(laps, hooks and wastage
shall not be measured and paid) cost of materials, labour, HOM of machinery Tonne
complete as per specifications. Specification No. KBS 4.6.3--Fe-415

55 KSRB15-3.8: Providing 18mm thick cement plaster in singlecoat with cement

mortar 1 :4, to brick masonry including roundingoff corners wherever required
smooth rendering, : Providing andremoving scaffolding, including cost of materials,
labour, curingcomplete as per specifications
Sl. Description Unit No
No
1 2 3 4
 Sl. Description Unit No
No
1 2 3 4

Elevation treatment
56 KSRB 6-3.3 : Providing and constructing burnt brick masonry with approved quality
of non-modular bricks of standard size of class designation 7.5Newton per sqmm
with cement mortar 1:4 for basement and superstructure (Machine moulded
Wirecut bricks) with cost of materials, labour charges, scaffolding, curing complete
as per specifications. Specification No. KBS 6.2

Sqm

57 KSRB15-3.8: Providing 18mm thick cement plaster in singlecoat with cement

mortar 1 :4, to brick masonry including roundingoff corners wherever required
smooth rendering, : Providing andremoving scaffolding, including cost of materials,
labour, curingcomplete as per specifications

RCC padadi
58 KSRB 4-6.1 : Providing and removing centering, shuttering strutting, propping etc.,
and removal of form work for foundations footings, bases of columns for mass
concrete including cost of all materials, labour complete as per
specificaitons.Specification No. KBS 4.6.2

Deop padadi Sqm

Vertical padadi East-south corner
Vertical padadi North side between ground floor and first floor slab
Vertical padadi North side at second floor balcany

59 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6

Deop padadi Cum

Vertical padadi East-south corner
 Sl. Description Unit No
No
1 2 3 4
Vertical padadi North side between ground floor and first floor slab
Vertical padadi North side at second floor balcany

60 KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work including
straightening, cutting,bending, hooking, placing in position, lapping and / or
weldingwherever required, tying with binding wire and anchoring to theadjoining
members wherever necessary complete as per design(laps, hooks and wastage
shall not be measured and paid) cost of materials, labour, HOM of machinery Tonne
complete as per specifications. Specification No. KBS 4.6.3--Fe-415

61 KSRB15-3.8: Providing 18mm thick cement plaster in single coat with cement
mortar 1 :4, to brick masonry including roundingoff corners wherever required
smooth rendering, : Providing andremoving scaffolding, including cost of materials,
labour, curingcomplete as per specifications

Deop padadi Cum

Vertical padadi East-south corner
Vertical padadi North side between ground floor and first floor slab
Vertical padadi North side at second floor balcany
Parapet wall
62 KSRB 4-6.1 : Providing and removing centering, shuttering strutting, propping etc.,
and removal of form work for foundations footings, bases of columns for mass
concrete including cost of all materials, labour complete as per
specificaitons.Specification No. KBS 4.6.2

Sqm

Dummy column
Wall over head room
 Sl. Description Unit No
No
1 2 3 4
63 KSRB 4.2.8: Providing and laying in position reinforced cement concrete of design
mix M20 with OPC cement @ 320 kgs, with 20mm and down size graded granite
metal coarse aggregate @0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS 9103-1999 Reaffirmed-2008, machine
mixed, concrete laid in layers not exceeding 15cms thick, vibrated for R.C.C. Beams,
Columns of all sizes in foundation plinth and superstructure ground floor level for
roof slabs, staircases, lintels, columns, including cost of all materials, labour, HOM
of machinerycuring, complete as per specificationsSpecification No. KBS 4.1, 4.6

Sqm

Dummy column
Wall over head room

Compound
64 Demolition
 Sl. Description Unit No
No
1 2 3 4

Electrical

Plumbing
Shri.Raghavendra A Betageri, Shri.Sanjeev A Betageri, at Old Hubli (Ward no. 5, CTS no. 3382 and
3381 B)

urement Sheet
As Per Estimate As per Actual/ Executed on site
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

12.00 19.00 228.00 1.00 13.60 25.00 340.00

12.00 19.00 0.30 68.40 0.50 13.60 25.00 0.3 51.00

1.80 1.80 1.35 52.49 14.00 2.40 2.40 1.5 120.96

17.50 0.90 0.60 18.90 0.00 16.40 0.90 0.6 0.00

0.00 15.15 0.90 0.6 0.00
10.50 0.90 0.60 11.34 0.00 10.15 0.90 0.6 0.00
Total : 82.73 120.96
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

1.65 1.65 0.15 4.90 14.00 2.40 2.40 0.15 12.10

17.50 0.75 0.15 3.94 0.00 16.40 0.90 0.15 0.00

0.00 15.15 0.90 0.15 0.00
10.50 0.75 0.15 2.36 0.00 10.15 0.90 0.15 0.00
Total : 11.20 12.10

6.00 0.55 39.60 14.00 9.60 0.60 80.64

1.50 1.50 0.55 14.85 14.00 2.40 2.40 0.60 48.38

1.36 0.80 13.06 14.00 1.36 0.90 17.14

Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

0.23 0.45 0.80 0.99 14.00 0.23 0.45 0.90 1.30

17.50 0.60 0.80 16.80 0.00 16.85 0.60 0.90 0.00

0.00 15.60 0.60 0.90 0.00
9.50 0.60 0.80 9.12 0.00 10.60 0.60 0.90 0.00
Total : 25.92 0.00

17.50 0.60 0.10 2.10 0.00 16.85 0.60 0.10 0.00

0.00 15.60 0.60 0.10 0.00
9.50 0.60 0.10 1.14 0.00 10.60 0.60 0.10 0.00
Total : 3.24 0.00

82.73 82.73 1.00 120.96 120.96

Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

0.00 0.00 -1.00 12.10 -12.10

14.85 -14.85 -1.00 48.38 -48.38
25.92 -25.92 0.00 0.00 0.00
3.24 -3.24 0.00 0.00 0.00
Deduction from avaliable earth : -44.01 -60.48
Net Qty balance : 38.72 60.48

4.50 2.50 0.45 5.06 1.00 2.12 4.25 0.60 5.41

4.60 2.45 0.45 5.07 1.00 2.12 4.10 0.60 5.22
4.50 4.90 0.45 9.92 1.00 5.83 3.60 0.60 12.59
4.60 3.78 0.45 7.82 1.00 4.10 3.90 0.60 9.59
3.05 2.45 0.45 3.36 1.00 2.15 2.45 0.60 3.16
4.60 4.40 0.45 9.11 1.00 5.13 4.10 0.60 12.61
3.05 1.22 0.45 1.67 0.00 0.00 0.00 0.60 0.00
4.50 3.20 0.45 6.48 1.00 4.25 3.95 0.60 10.07
4.60 3.65 0.45 7.56 1.00 2.70 4.10 0.60 6.64
7.50 2.06 0.45 6.95 0.00 7.50 2.06 0.60 0.00
1.83 1.83 0.45 1.51 1.00 1.30 4.20 0.60 3.28
Quantity For Plinth Filling : 64.52 68.57
Net Qty balance : 20.51 8.09

17.50 0.60 31.50 2.00 16.85 1.13 38.08

1.00 15.60 1.13 17.63
9.50 0.60 22.80 4.00 10.60 1.13 47.92
Total : 54.30 103.63
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

17.50 0.23 0.30 3.62 2.00 16.85 0.23 0.45 3.49

1.00 15.60 0.23 0.45 1.61
9.50 0.23 0.30 2.62 4.00 10.60 0.23 0.45 4.39
Total : 6.24 9.49

17.50 9.50 166.25 0.00 16.85 10.60 0.00

1.36 3.05 49.78 14.00 1.36 3.05 58.07

1.36 3.05 49.78 14.00 1.36 3.05 58.07
1.36 3.05 49.78 14.00 1.36 3.05 58.07
4.00 1.36 2.50 13.60
Total : 149.33 187.82
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

0.23 0.45 2.85 3.54 14.00 0.23 0.45 3.05 4.42

0.23 0.45 2.85 3.54 14.00 0.23 0.45 3.05 4.42
0.23 0.45 2.85 3.54 14.00 0.23 0.45 3.05 4.42
4.00 0.23 0.45 2.50 1.04
Total : 10.62 14.29

17.50 0.30 15.75 3.00 16.85 0.30 15.17

9.50 0.30 11.40 4.00 10.60 0.30 12.72
4.60 0.60 2.76 1.00 2.60 0.60 1.56
1.00 2.75 0.60 1.65
4.90 0.15 0.74 1.00 4.90 0.15 0.74
2.40 4.00 9.60 0.00 2.40 4.00 0.00
1.90 1.90 3.61 1.00 1.90 1.90 3.61
1.20 1.50 5.40 1.00 1.20 4.10 4.92
1.00 1.20 2.13 2.55
1.00 1.20 2.13 2.55
1.00 2.13 0.60 1.28
Total : 49.26 46.74
Total : 49.26 46.74
Total : 49.26 46.74

17.50 0.60 31.50 2 16.85 1.13 38.08

1 15.15 1.13 17.12
9.50 0.60 22.80 4 10.60 1.13 47.92
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
Total : 54.30 103.12
Total : 54.30 103.12
Total : 54.30 103.12
1.00 18.60 1.13 21.02

17.50 0.23 0.15 1.81 3.00 16.85 0.23 0.15 1.74

9.50 0.23 0.15 1.31 4.00 10.60 0.23 0.15 1.46
4.60 0.60 0.10 0.28 1.00 2.60 0.60 0.15 0.23
1.00 2.75 0.60 0.15 0.25
2.40 4.00 0.10 0.96 0.00 2.40 4.00 0.15 0.00
1.90 1.90 0.10 0.36 1.00 1.90 1.90 0.15 0.54
1.20 1.50 0.10 0.54 3.00 1.20 1.50 0.15 0.81
Total : 5.26 5.04
Total : 5.26 5.04
Total : 5.26 5.04

17.50 0.23 0.30 3.62 2 16.85 0.23 0.45 3.49

1 15.15 0.23 0.45 1.57
9.50 0.23 0.30 2.62 4 10.60 0.23 0.45 4.39
Total : 6.24 9.45
Total : 6.24 9.45
Total : 6.24 9.45
2.00 6.30 0.23 0.30 0.87
2.00 3.00 0.23 0.30 0.41
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
4.60 2.50 11.50 1.00 4.60 2.50 11.50
4.90 4.90 24.01 1.00 6.10 4.50 27.45
4.60 3.75 17.25 1.00 2.35 4.50 10.58
4.90 4.90 24.01 1.00 4.20 4.50 18.90
7.50 2.05 15.38 0.00 7.50 2.05 0.00
1.85 1.85 3.42 1.00 1.50 4.50 6.75
4.50 3.65 16.43 1.00 5.50 4.50 24.75
4.40 4.60 20.24 1.00 5.40 4.50 24.30
4.60 3.80 17.48 1.00 3.00 4.50 13.50

17.50 0.15 5.25 1.00 16.85 0.15 2.53

1.00 15.15 0.15 2.27
9.50 0.15 2.85 2.00 9.50 0.15 2.85
Total : 157.81 145.38
Total : 157.81 145.38
Total : 157.81 145.38
Total : 157.81 145.38
1.00 18.60 0.15 2.79

4.60 2.50 0.125 1.44 1.00 4.60 2.50 0.15 1.73

4.60 4.90 0.125 2.82 1.00 6.10 4.50 0.15 4.12
4.60 3.75 0.125 2.16 1.00 2.35 4.50 0.15 1.59
4.60 4.90 0.125 2.82 1.00 4.20 4.50 0.15 2.84
7.50 2.05 0.125 1.92 0.00 7.50 2.05 0.15 0.00
1.85 1.85 0.125 0.43 1.00 1.50 4.50 0.15 1.01
4.50 3.65 0.125 2.05 1.00 5.50 4.50 0.15 3.71
4.40 4.60 0.125 2.53 1.00 5.40 4.50 0.15 3.65
4.60 3.80 0.125 2.19 1.00 3.00 4.50 0.15 2.03
Total : 18.35 20.66
Total : 18.35 20.66
Total : 18.35 20.66
Total : 18.35 20.66
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
1.00 6.30 3.00 0.15 2.84

1.60 0.15 0.48 2 1.60 0.15 0.48

1.30 0.60 1.56 2 1.30 0.60 1.56
3.15 1.00 6.30 2 3.15 1.00 6.30
3.15 0.45 2.84 2 3.15 0.45 2.84
1.00 0.15 1.50 10 1.00 0.15 1.50

3.15 1.20 3.78 1 3.15 1.20 3.78

3.15 0.45 2.84 2 3.15 0.45 2.84
1.00 0.16 1.56 10 1.00 0.16 1.56
20.85 20.85
Total : 20.90 20.90
Total : 20.90 20.90
Total : 20.90 20.90
20.90

1.00 0.60 0.15 0.09 1 1.00 0.60 0.15 0.09

1.00 0.30 0.60 0.18 1 1.00 0.30 0.60 0.18
3.15 1.00 0.15 0.47 1 3.15 1.00 0.15 0.47
1.00 0.28 0.16 0.43 10 1.00 0.28 0.16 0.43
2.00 1.00 0.13 0.25 1 2.00 1.00 0.13 0.25
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
3.15 1.00 0.15 0.47 1 3.15 1.00 0.15 0.47
1.00 0.28 0.16 0.43 10 1.00 0.28 0.16 0.43
2.00 1.00 0.13 0.25 1 2.00 1.00 0.13 0.25
2.57 2.57
Total : 2.85 2.85
Total : 3.15 3.15
Total : 3.45 3.45
3.70

steel @
concrete kgs/cum(
vol. avg)
14.85 80.00 1188.00 1 48.38 80.00 3870.72
0.99 70.00 69.55 1 1.30 70.00 91.29
6.24 110.00 686.90 1 9.49 110.00 1044.12
3.54 65.00 690.24 3 4.42 65.00 861.79
6.24 125.00 2341.69 3 9.45 125.00 3542.03
18.35 60.00 3302.38 3 20.66 60.00 3718.58
3.45 70.00 724.50 3 3.45 70.00 724.50
5.26 45.00 710.00 3 5.04 45.00 680.41
Total : 9713.26 14533.43
Total : 9.71 14.53
9.71 14.53
9.71 14.53

1 1.04 65.00 67.28

1 1.28 125.00 160.43
1 2.79 60.00 167.40
395.10
0.40
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

1.80 1.35 2.43 1 1.80 1.35 2.43

1.20 1.20 4.32 3 1.20 1.20 4.32
1.20 0.90 2.16 0 1.20 0.90 0.00
0.90 0.60 1.62 3 0.90 0.60 1.62
1 0.90 0.60 0.54
Total : 10.53 8.91
Total : 221.13 187.11
Total : 221.13 187.11
Total : 221.13 187.11

6.60 0.125 0.075 0.06 1 6.60 0.125 0.075 0.06

6.00 0.125 0.075 0.34 4 6.00 0.125 0.075 0.23
5.70 0.125 0.075 0.16 3 5.70 0.125 0.075 0.16
1 5.70 0.125 0.075 0.05
Total : 0.56 0.50
0.56 0.50
0.56 0.50

1.00 1 1.00
6.00 4 4.00
3.00 3 3.00
1 1.00
Total : 10.00 10.00
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
10.00 9.00
10.00 10.00

1.20 1.80 6.48 1 1.30 4.13 5.36

2 2.33 4.13 19.22
6.48 1 1.30 4.13 5.36
2 2.33 4.13 19.22
6.48 1 1.30 4.13 5.36
1 2.33 4.13 9.61

17.50 9.50 166.25 1 17.50 11.67 204.23

149.71 149.71 1 137.73 137.73

149.71 137.73
149.71 137.73

4.60 3.05 28.06 2 4.60 3.05 28.06

2.50 3.05 15.25 2 2.50 3.05 15.25
4.60 3.05 28.06 2 2.35 3.05 14.34
3.75 3.05 22.88 2 4.50 3.05 27.45
4.60 3.05 28.06 2 4.20 3.05 25.62
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
4.90 3.05 29.89 2 4.50 3.05 27.45
3.35 3.05 20.44 2 3.35 3.05 20.44
2.50 3.05 15.25 2 2.50 3.05 15.25
3.05 3.05 18.61 2 3.05 3.05 18.61
1.22 3.05 7.44 2 1.22 3.05 7.44
4.60 3.05 28.06 2 4.60 3.05 28.06
3.20 3.05 19.52 2 3.20 3.05 19.52
4.60 3.05 28.06 2 4.60 3.05 28.06
3.65 3.05 22.27 2 3.65 3.05 22.27
4.60 3.05 28.06 2 4.60 3.05 28.06
4.40 3.05 26.84 2 4.40 3.05 26.84
4.60 3.05 28.06 2 4.60 3.05 28.06
3.80 3.05 23.18 2 3.80 3.05 23.18
1.20 3.05 7.32 2 1.20 3.05 7.32
1.80 3.05 10.98 2 1.80 3.05 10.98
1.80 3.05 10.98 2 1.80 3.05 10.98
1.80 3.05 10.98 2 1.80 3.05 10.98
Total : 458.23 444.20

1.80 1.35 2.43 1 1.80 1.35 2.43

1.20 1.20 4.32 3 1.20 1.20 4.32
1.20 0.90 2.16 0 1.20 0.90 0.00
0.90 0.60 1.62 3 0.90 0.60 1.62
1.20 2.10 7.56 1 1.20 2.10 2.52
0.90 2.10 11.34 4 0.90 2.10 7.56
0.75 2.10 4.73 3 0.75 2.10 4.73
1 0.75 2.10 1.58
Total : 34.16 24.75
Total : 424.08 419.45
424.08 419.45
424.08 419.45
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

149.71 Total : 149.71 1 137.73 137.73

149.71 Total : 149.71 1 137.73 137.73
149.71 Total : 149.71 1 137.73 137.73

424.08 Total : 424.08 1 419.45 419.45

424.08 Total : 424.08 1 419.45 419.45
424.08 Total : 424.08 1 419.45 419.45

17.50 3.60 126.00 2 17.50 3.60 126.00

9.50 3.60 68.40 2 9.50 3.60 68.40

17.50 3.15 110.25 2 17.50 3.15 110.25

9.50 3.15 59.85 2 9.50 3.15 59.85

17.50 5.38 188.30 2 17.50 5.38 188.30

9.50 5.38 102.22 2 9.50 5.38 102.22
Total : 655.02 Total : 655.02

1.80 1.35 7.29 3 1.80 1.35 7.29

1.20 1.20 12.96 9 1.20 1.20 12.96
1.20 0.90 6.48 0 1.20 0.90 0.00
0.90 0.60 4.86 9 0.90 0.60 4.86
3 0.90 0.60 1.62
1.20 2.10 22.68 9 1.20 2.10 22.68
0.90 2.10 34.02 13 0.90 2.10 24.57
0.75 2.10 14.18 9 0.75 2.10 14.18
3 0.75 2.10 4.73
Total : 102.47 92.88
Net Qty : 552.56 562.14
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
1.20 1.80 6.48 1 1.30 4.60 5.98
2 2.33 4.13 19.22
1.20 1.80 6.48 1 1.20 1.80 2.16
2 2.33 4.13 19.22
1.20 1.80 6.48 3 1.20 1.80 6.48
1 2.33 4.13 9.61

4.50 2.50 11.25 1.00 4.60 2.50 11.50

4.50 4.90 22.05 1.00 6.10 4.50 27.45
4.50 3.75 16.88 1.00 2.35 4.50 10.58
4.50 4.90 22.05 1.00 4.20 4.50 18.90
7.50 2.05 15.38 0.00 7.50 2.05 0.00
1.85 1.85 3.42 1.00 1.50 4.50 6.75
4.50 3.65 16.43 1.00 5.50 4.50 24.75
4.40 4.60 20.24 1.00 5.40 4.50 24.30
4.60 3.80 17.48 1.00 3.00 4.50 13.50
Total : 145.17 137.73
145.17 137.73
145.17 137.73

1.20 2.10 7.56 3 2.33 2.10 14.68

1.80 2.10 11.34 3 1.30 2.10 8.19
Total : 18.90 22.87
0.90 0.60 1.62 3 0.90 0.60 1.62
0.75 2.10 4.73 3 0.75 2.10 4.73
Total : 6.35 6.35
1.20 2.10 7.56 3 4.08 3.05 37.36
1.80 2.10 11.34 3 2.60 3.05 23.79
1 1.00 2.10 2.10
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
Total : 18.90 63.25
0.90 0.60 1.62 3 0.90 0.60 1.62
0.75 2.10 4.73 3 0.75 2.10 4.73
Total : 6.35 6.35
1.20 2.10 7.56 2 4.08 3.05 24.91
1.80 2.10 11.34 2 2.60 3.05 15.86
Total : 18.90 40.77
0.90 0.60 1.62 2 0.90 0.60 1.08
0.75 2.10 4.73 2 0.75 2.10 3.15
Total : 6.35 4.23
Total : 12.56 16.52
Total : 12.56 56.91
Total : 12.56 36.54

1.20 1.80 6.48 1 1.30 4.60 5.98

2 2.33 4.13 19.22
6.48 1 1.20 1.80 2.16
2 2.33 4.13 19.22
6.48 3 1.20 1.80 6.48
1 2.33 4.13 9.61

4.35 1.00 4.35

4.35 1.00 4.35
7.00 1.00 7.00
Total : 15.70
15.70
15.70
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

424.08 424.08 1 419.45 419.45

149.71 149.71 1 137.73 137.73

552.56 552.56 1 562.14 562.14

1.80 1.35 2.43

1.20 1.20 4.32
1.20 0.90 2.16
0.90 0.60 1.62
Total : 10.53

1 1.20 2.10 2.52

4 0.90 2.10 7.56
3 0.75 2.10 4.73
1 0.75 2.10 1.58
16.38
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

1.00

17.50 0.23 2.80 33.81 3 17.50 0.23 2.80 33.81

6 9.50 0.23 2.80 36.71
9.50 0.23 2.80 36.71 18 9.50 0.23 2.80 110.12
Total : 70.52 180.64

1.20 2.10 2.52

0.90 2.10 11.34
0.75 2.10 4.73
Total : 18.59
18.59
18.59
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

1.00 18 1.3 23.4

1.00 1.3 5 6.5
1.00 18 1.3 23.4
1.00 5 6.25 31.25
1.00 1.5 6.33 9.495
Total : 94.045

1.00 18 1.3 23.4

1.00 1.3 5 6.5
1.00 18 1.3 23.4
1.00 5 6.25 31.25
1.00 1.5 6.33 9.495
Total : 94.045

1.00 18 1.3 23.4

1.00 1.3 5 6.5
1.00 5 6.25 31.25
Total : 61.15
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

1.00 18 1.3 23.4

1.00 1.5 6.33 9.495
32.895

1.00 2.5 2 1.8 9

1.00 2.5 2 0.125 0.625

2 2.50 0.23 1.80 2.07

2 2.00 0.23 1.80 1.66
Total : 3.73
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

1.00 2.5 2 5.00

1.00 9 0.15 1.35
1.00 9 1.8 16.20
Total : 22.55

1.00 2.5 2 0.15 0.75

1.00 9 0.45 1.8 7.29
1.00 2.5 2 0.15 0.75
Total : 8.79

steel @
concrete kgs/cum(av
vol. g)
1 8.79 80.00 703.20
Total : 0.70
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
1.00 2.5 1.8 4.5
1.00 2 1.8 3.6
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
Total : 8.1

3.00 4.5 3 40.5

Total : 40.5

6.00 4.5 3 81
Total : 81

3.00 18 1.5 81
1.00 3 1.3 3.9
1.00 1.5 1.3 1.95
1.00 1.5 0.9 1.35
Total : 88.2

3.00 18 1.5 81
1.00 3 1.3 3.9
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
1.00 1.5 1.3 1.95
1.00 1.5 0.9 1.35
88.2
Total : 4.41

concrete vol. steel @ kgs/cum(avg)

1 4.41 45.00 198.45
Total : 0.20

3.00 36 1.5 162

1.00 6 1.3 7.8
1.00 3 1.3 3.9
1.00 3 0.9 2.7

2.00 18 0.9 32.4

2.00 12.5 0.9 22.5
9.00 0.9 8.1
1.00 19.33 0.3 5.8
Total : 68.8
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13

4.00 18 0.9 64.8

4.00 12.5 0.9 45
9.00 0.92 0.9 7.452
2.00 19.33 0.3 11.6
Total : 128.852
Length Breadth Height/ Qty No Length Breadth Height/ Qty
Depth Depth
5 6 7 8 9 10 11 12 13
This does not include store room, as per execuetion on site
 Rate Analysis
(Based on CSR 2015-16 of PWD DHARWAD Circ
 Rate Analysis
(Based on CSR 2015-16 of PWD DHARWAD Circ
 Analysis
15-16 of PWD DHARWAD Circle)
 Name of Work : Proposed Residential Building Estimation for Shri.Madhav A Betageri, Sh
Shri.Sanjeev A Betageri, at Old Hubli (Ward no. 5, CTS no. 3382 and 3
Rate Analysis
Based on CSR 2016-17 of PWD Dharwad Circle

Sl.No Page / Item Description Unit

No

1 2 3 4

KSRRB 200-9. Clearing and grubbing road land including

uprooting rank vegetation, grass, brush, shrubs, saplings and
132/ trees of girth upto 300mm, by manual means, in area of
1 Sqm
18.12 thorney jungle, removal of stumps, disposal of unserviceable
materials, stacking of serviceable materials labour charges
complete as per specifications. MORTH / Chapter 2

Earthwork in surface excavation in hard soil for levelling and

lowering the ground manually ( other than foundationof
buildings, culverts, road drains and trenches of pipe lines
7/ 2.23.1 andcables) and removing the excavated stuff to a distance
2 Cum
notexceeding 50m and lift upto 1.5m, excavated surface
levelledand neatly dressed, disposed earth to be levelled after
breakingof clods and neatly dressed as per
specificationsspecification. No. KBS 2.1 (b) / 2.3.1

Earth work in excavation of foundation of structures as per

drawing and technical specification, including setting out,
page-6 / construction of shoring and bracing, removal of stumps and
3 item no other deleterious matter, dressing of sides and bottom, Cum
2.10 backfilling the excavation earth to the extent
required and utilising the remaining earth locally for the work-
in,Ordinary/Hard soil-Mechanical Means (Depth upto 3 m)

KSRB 4-1.3 : Providing and laying in position plain

cementconcrete of mix M7.5 with OPC cement @ 180 kgs, with
40mm and down size graded granite metal coarse aggregate
page-12 / @0.85 cum and fine aggregates @ 0.57 cum, machine mixed,
4 Cum
item no.4.3 concrete laid in layers not exceeding 15cms. thick, well
compacted, in foundation and plinth, includingcost of all
materials, labour, HOM of machinery, curing completeas per
specifications. Specification No. KBS 4.1, 4.2
 KSRB 4-6.1 : Providing and removing centering,
page-13/ shutteringstrutting, propping etc., and removal of form work
5 for foundations footings, bases of columns for mass concrete Cum
item no.4.7 including cost ofall materials, labour complete as per
specificaitons.Specification No. KBS 4.6.2

KSRB 4.2.8: Providing and laying in position reinforced cement

concrete of design mix M20 with OPC cement @ 320 kgs, with
20mm and down size graded granite metal coarse aggregate
@0.69 cum and fine aggregates @ 0.46 cum, with
page-13 / superplasticiser @ 3 ltrs conforming to IS9103-1999
6 item Reaffirmed-2008, machine mixed, concrete laid in layers not Cum
no.4.11 exceeding 15cms thick, vibrated for R.C.C. Beams, Columns of
all sizes in foundation plinth and superstructure ground floor
level for roof slabs, staircases, lintels, columns, including cost of
all materials, labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6 Footing

KSRB 4-6.5: Providing and removing centering, shuttering,

page-15 / strutting, propping etc., for columns, pillars, piers, abutments,
7 item post and struts, square / rectangular / polygon in plan including Sqm
no.4.32 cost of all materials, labour complete as per specificaiton.
Specification No. KBS 4.6.2

KSRB 4.2.8: Providing and laying in position reinforced cement

concrete of design mix M20 with OPC cement @ 320 kgs, with
20mm and down size graded granite metal coarse aggregate
@0.69 cum and fine aggregates @ 0.46 cum, with
page-13 / superplasticiser @ 3 ltrs conforming to IS9103-1999
8 item Reaffirmed-2008, machine mixed, concrete laid in layers not Cum
no.4.11 exceeding 15cms thick, vibrated for R.C.C. Beams, Columns of
all sizes in foundation plinth and superstructure ground floor
level for roof slabs, staircases, lintels, columns, including cost of
all materials, labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6

KSRB 5.1-3: Providing and constructing granite / trap / basalt

page- 23 / rubble stone masonry in foundation with cement mortar 1:6
9 item no.5.3 including costbond
(uncoursed), stones at two m. apart in each course Sqm
of materials, labour, curing complete as per
specifications. KBS 5.1.12 for Foundtion and Basement
 KSRB 4-1.7 : Providing and laying in position plain cement
concrete of mix M10 with OPC cement @ 220 kgs, with 20mm
and down size graded granite metal coarse aggregate @0.84
page- cum and fine aggregates @ 0.56 cum, machine mixed, concrete
10 12item Cum
laid in layers not exceeding 15 cms. thick, well compacted, in
no.4.6 foundation and plinth and cills, including cost of all materials,
labour, HOM of machinery, curing, complete as per
specifications. Specification No. KBS 4.1, 4.2

KSRB 2.3 : Filling available excavated earth ( excluding rock) in

page-6 / sides of foundations upto plinth in layers not exceeding 20 cms.
11 item no in depth, compacting each deposited layer by ramming after Cum
2.10 watering with lead upto 50 m. and lift upto 1.5 m. including
cost of all labour complete as per specifications

KSRB 4-6.7 :Providing and removing centering, shuttering,

page-16 / strutting, propping etc., and removal of form work for sides and
soffits of beams, beam haunchings, cantilever girders,
12 item Cum
bressumers and lintels not exceeding 1 m in depth including
no.4.34 cost of all materials, labour complete as per specifications.--
plinth beams

KSRB 4.2.8: Providing and laying in position reinforced cement

concrete of design mix M20 with OPC cement @ 320 kgs, with
20mm and down size graded granite metal coarse aggregate
@0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999
page-13 / Reaffirmed-2008, machine mixed, concrete laid in layers not
13 item Cum
no.4.11 exceeding 15cms thick, vibrated for R.C.C. Beams, Columns of
all sizes in foundation plinth and superstructure ground floor
level for roof slabs, staircases, lintels, columns, including cost of
all materials, labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--FOR PLINTH
BEAMS
 KSRB 4.2.8: Providing and laying in position reinforced cement
concrete of design mix M20 with OPC cement @ 320 kgs, with
20mm and down size graded granite metal coarse aggregate
@0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999
page-13 /
Reaffirmed-2008, machine mixed, concrete laid in layers not
14 item Sqm
no.4.11 exceeding 15cms thick, vibrated for R.C.C. Beams, Columns of
all sizes in foundation plinth and superstructure ground floor
level for roof slabs, staircases, lintels, columns, including cost of
all materials, labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--FOR PLINTH
BEAMS

KSRB 4.2.8: Providing and laying in position reinforced cement

concrete of design mix M20 with OPC cement @ 320 kgs, with
20mm and down size graded granite metal coarse aggregate
@0.69 cum and fine aggregates @ 0.46 cum, with
page-13 / superplasticiser @ 3 ltrs conforming to IS9103-1999
15 item Reaffirmed-2008, machine mixed, concrete laid in layers not Cum
no.4.11 exceeding 15cms thick, vibrated for R.C.C. Beams, Columns of
all sizes in foundation plinth and superstructure ground floor
level for roof slabs, staircases, lintels, columns, including cost of
all materials, labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--FOR COLUMNS

KSRB 4-6.7 :Providing and removing centering, shuttering,

page-16 / strutting, propping etc., and removal of form work for sides and
soffits of beams, beam haunchings, cantilever girders,
16 item bressumers and lintels not exceeding 1 m in depth including
no.4.34
cost of all materials, labour complete as per specifications.---for
LINTELS AND ROOF BEAMS

Ground Floor Sqm

First Floor
Second Floor
 KSRB 4.2.8: Providing and laying in position reinforced cement
concrete of design mix M20 with OPC cement @ 320 kgs, with
20mm and down size graded granite metal coarse aggregate
@0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999
page-13 /
Reaffirmed-2008, machine mixed, concrete laid in layers not
17 item
no.4.11 exceeding 15cms thick, vibrated for R.C.C. Beams, Columns of
all sizes in foundation plinth and superstructure ground floor
level for roof slabs, staircases, lintels, columns, including cost of
all materials, labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--for LINTELS AND
ROOF BEAMS

Ground Floor Cum

First Floor
Second Floor

Providing and laying cement concrete using 20mm and down

size granite jelly or ready mixed concrete (RMC) for RCC works
laid in 15 cm thick layers and well compacted including
vibrating curing including smooth finish in CM 1 :3, with all lead
18 and lift etc., complete. (exculsive of cost of steel and fabrication
charges)--Ready Mix Cement Concrete for Beams, columns,
Staircase and roof with M20-(cement content--320Kg/cum)--
FOR ROOF BEAMS

Ground Floor Cum

First Floor
Second Floor

KSRB 4-6.2: Providing and removing centering, shuttering,

strutting, propping etc., and removal of form work for flat
surface such as suspended floors, roofs, landings, balconies and
19 likes, thickness upto 200 mm including cost of all materials,
labour complete as per specificaitons. Specification No. KBS
4.6.2

Ground Floor Sqm

First Floor
Second Floor
 Providing and laying cement concrete using 20mm and down
size granite jelly or ready mixed concrete (RMC) for RCC works
laid in 15 cm thick layers and well compacted including
vibrating curing including smooth finish in CM 1 :3, with all lead
20 and lift etc., complete. (exculsive of cost of steel and fabrication
charges)--Ready Mix Cement Concrete for Beams, columns,
Staircase and roof with M20-(cement content--320Kg/cum)----
FOR ROOF SLABS

Ground Floor Sqm

First Floor
Second Floor

KSRB 4-6.11 :Providing and removing centering, shuttering,

strutting, propping etc., and removal of form work for Stairs
21 (excluding landing) except spiral staircase including cost of all
materials, labour complete as per specificaiton.
Specification No. KBS 4.6.2

Ground Floor Sqm

First Floor
Second Floor

KSRB 4.2.8: Providing and laying in position reinforced cement

concrete of design mix M20 with OPC cement @ 320 kgs, with
20mm and down size graded granite metal coarse aggregate
@0.69 cum and fine aggregates @ 0.46 cum, with
superplasticiser @ 3 ltrs conforming to IS9103-1999
22 Reaffirmed-2008, machine mixed, concrete laid in layers not
exceeding 15cms thick, vibrated for R.C.C. Beams, Columns of
all sizes in foundation plinth and superstructure ground floor
level for roof slabs, staircases, lintels, columns, including cost of
all materials, labour, HOM of machinerycuring, complete as per
specificationsSpecification No. KBS 4.1, 4.6--FOR STAIRCASES

Ground Floor Sqm

First Floor
Second Floor
 KSRB 4.9.2 : Providing T.M.T steel reinforcement for R.C.C work
including straightening, cutting,bending, hooking, placing in
position, lapping and / or weldingwherever required, tying with
binding wire and anchoring to theadjoining members wherever
23 necessary complete as per design(laps, hooks and wastage shall Tonne
not be measured and paid) costof materials, labour, HOM of
machinery complete as per specifications. Specification No. KBS
4.6.3--Fe-415

KSRB 7.9: Providing and fixing M.S.grill work for windows and
ventilators weighing 21 kg/sqm using M.S. flats, or M.S. square
rods, or combination of M.S. flats and square rods as per
approved design, drawing including cutting steel sections and \
24 welding the same to required pattern with a coat of red lead
primer, cost of materials, fixtures, labour and HOM of
machinery complete as per specifications. Specification No. KBS
7.12

Ground Floor Kg
First Floor
Second Floor

KSRB 9.4-1 : Providing Teak wood frames of doors, windows,

clerestory windows, ventilators and other frames, wrought,
framed or assembled including making plaster groves
25 ( excluding cost of cement concrete and side clamps ), but
including cost of materials, labour, HOM of machineries
complete as per specifications. Specification No. KBS 9.33

Ground Floor Cum

First Floor
Second Floor

KSRB 9-27.1 : Fixing of door frame in an existing opening

including embedding frame in floor and walls after cutting
masonry for holdfasts for embedding holdfast in cement
concrete 1:3:6 of 20mm and down size granite metal painting
26 two coats of coal tar to sides of frame, making good the
damages to walls and floor as required and disposal of the
debris with lead upto 50 m. including cost of materials, labour
charges, complete as per specifications.

Ground Floor Sqm

First Floor
Second Floor
 KSRB 10-3 : Providing and laying integral cement based
waterproofing treatment including preparation of surface as
required for treatment of roofs, balconies, terraces etc.,
consisting of following application. (a) Applying and grouting a
slurry coat of neat cement using 2.75 kg/ sqm of cement
admixed with proprietary water proofing compound
conforming to IS:2645 over the RCC slab after cleaning the
surface before treatment. (b) Laying cement concrete using
broken brick bats 25mm to 100mm size with 50% of cement
mortar 1:5 admixed with proprietary water proofing compound
conforming IS:2645 over 20mm thick layer of cement mortar
1:5 admixed with proprietary water proofing compound to
27 required slope and treating similarly the adjoining walls upto
300mm height including rounding off junctions of walls and
slabs. (c) After two days of proper curing, applying a second
coat of cement lurry admixed with proprietary water proofing
compound (d) Finishing the surface with 20mm thick joint less
cement mortar of mix 1:4 admixed with proprietary water
proofing compound and finally finishing the surface with trowel
and neat cement slurry and making of 300x300mm square. (e)
The whole terrace so finished shall be flooded with water for a
minimum period of two weeks for curing and for final test
including cost of materials, labour complete as per
specifications.

Ground Floor Sqm

First Floor
Second Floor
Terrace Floor

KSRB 15-3.14 : Providing 12mm thick cement plaster in

singlecoat with cement mortar 1 :4, to ceiling including
28 rounding offcorners wherever required smooth rendering, :
Providing andremoving scaffolding, including cost of materials,
labour, curingcomplete as per specifications.(124:15.22)

Ground Floor Sqm

First Floor
Second Floor

KSRB15-3.2: Providing 12mm thick cement plaster in singlecoat

with cement mortar 1:4 to brick masonry including roundingoff
29 corners wherever required smooth rendering, : Providing and
removing scaffolding, including cost of materials, labour,
curingcomplete as per specifications
 Ground Floor Sqm
First Floor
Second Floor

Providing & Applying JK Birla wall care Putti,including priming

coat with primer after throughly brooming the surface free
from mortar drops and other foreign matter including
preparing the surface even and sand paper smooth, including
30 cost and conveyance of all materials, cost of labour and
equipment with all lead, lifts, loading and unloading and all
other incidental charges required for successful completion of
work as per approved specification, designs, drawings etc,.
complete and directions of the Engineer in-charge of the work

Ground Floor Sqm

First Floor
Second Floor

KSRB15-3.8: Providing 18mm thick cement plaster in singlecoat

with cement mortar 1 :4, to brick masonry including
31 roundingoff corners wherever required smooth rendering, :
Providing andremoving scaffolding, including cost of materials,
labour, curingcomplete as per specifications

Ground Floor Sqm

First Floor
Second Floor

KSRB15-5.1: Providing rough cement plastering 15mm thick in

singlecoat with cement mortar 1:4 to brick masonry for base of
32 dadoing works with sand of approved quality,: Providing and
removing scaffolding, including cost of materials, labour, curing
complete as per specifications(125:15.30)

Ground Floor Sqm

First Floor
Second Floor
 KSRB 14.15-1: Providing marble slab flooring 20mm thick with
edges of slab machine cut, for flooring, treads of steps and
landings laid on a bed of 25mm thick cement mortar 1:6, mix,
to line and level, jointed with cement slurry curing, rubbing,
polishing complete finishIing with flush pointing using white
33 cement, including cost of materials, HOM of machineries,
labour, curing, complete as per specifications. Note : While
preparing analysis the quality of marble slab should be clearly
noted namely white marble, adanga marble, makrana etc., and
also size of slab should be noted clearly. Specification No. KBS
14.18

Ground Floor Sqm

First Floor
Second Floor

KSRB 14-18.1 : Providing skirting, dado, rises of steps with

marble slabs not exceeding 30 cms. height on 10 cms. thick
cement mortar 1:3 and jointed with white cement slurry over
rough plaster surface (excluding cost of rough plastered which
34 should be measured and paid separately ) using marble slab
with machine cut edges upto 25cms. thick including cost of
materials, labour, complete as per specifications. Specification
No.KBS 14.19

Ground Floor Sqm

First Floor
Second Floor

KSRB 14.14-5: Providing Ceramic tiles of approved make, shade

and size for flooring, treads of steps and landings laid on a bed
of 12mm thick, cement mortar 1:3 mix, flush pointing with
35 white cement using colour pigment, including cost of materials,
labour, curing, complete as per specifications. [Approved make:
Nitco/ Naveen/ Kajaria or equivalent]

Ground Floor Sqm

First Floor
Second Floor
 Providing and fixing stainless steel 304 grade for staircase
railings, balconies, ramps, with hand rail, 50mm dia 16 guage
hollow pipe welded to vertical hollow 50mm dia pipe of 16
guage, stainless steel vertical pipe spaced at 1.20m regular
intervals, and 5 Nos of 25mm dia. Stainless steel hollow
36 horizontal pipe are welded to vertical 50mm dia hollow pipe.
The entire assembly is fixed to staircase concrete by using
expansion bolts by drilling concrete etc., complete including
cost of materials, labour, HOM of machineries and electrical
charges, etc., complete as per specifications.

Ground Floor Sqm

First Floor
Second Floor

KSRB 15.51.1 :Providing & applying painting in two coats with

plastic emulsion paint with primer of approved brand on wall
surface to give an even approved shade after thoroughly
brushing the surface,free from mortar drops and other foreign
37 matter including preparing the surface even and sand paper
smooth,cost of materials,labour,complete as per specifications.
(127/15.51.2) [Approved make:
Asian/Nerolac/Berger/ICI/Nippon or equivalent]

Ground Floor Sqm

First Floor
Second Floor

KSRB15-15.2: Extra over Item 15-15.1 for painting two coats

38 with plastic emulsion paint of approved brand and shade on
ceiling and /or sloping roof as per specifications.(127/15.51.3)

Ground Floor Sqm

First Floor
Second Floor

Providing and finishing external walls in two coats over one

coat of primer with anti-fungal paint of approved brand and
shade to give an even shade after thoroughly brooming the
surface to remove all dirt and loose powdered material, free
39 from mortar drops and other foreign matter, cost of materials,
labour, complete as per specifications
[Approved make: Asian/Nerolac/Berger/ICI/Nippon or
equivalent]

Ground Floor Sqm

 First Floor
Second Floor

KSRB 15-18.2: Providing and applying enamel metal paint

twocoats (excluding priming coat) over new steel or other
metalsurface brushing to give an even shade after cleaning oil,
grease,dirt and other foreign matter,including cost of materials,
40 labour,complete as per specifications.
[Approved make: Asian/Nerolac/Berger/ICI/Nippon or
equivalent]

Ground Floor Sqm

First Floor
Second Floor

KSRB 15-17.5 : Applying priming coat over new wood surface

and / or wood based surface after preparing the surface after
throughly cleaning oil, grease, dirt and foreign matter, sand
41 papering and knotting liquid wood filler, for varnish including
cost of materials, labour, complete as per specifications

Ground Floor Sqm

First Floor
Second Floor

KSRB 6-3.3 : Providing and constructing burnt brick masonry

with approved quality of non-modular bricks of standard size of
class designation 7.5Newton per sqmm with cement mortar
42 1:4 for basement and superstructure (Machine moulded
Wirecut bricks) with cost of materials, labour charges,
scaffolding, curing complete as per specifications. Specification
No. KBS 6.2

Ground Floor Sqm

First Floor
Second Floor

KSRB 9.5-1 : Providing and fixing in position fully panelled Teak

wood shutters for doors, styles and rails of 40mm. thick with
bottom and lock rails 180mm wide top rail and styles 100mm
43 wide as per drawing and panels of 25mm thick including cost of
materials, labour, HOM of machineries complete as per
specifications. ( excluding cost of fixtures) Specification No. KBS
9.34

Ground Floor Sqm

 First Floor
Second Floor
ri.Madhav A Betageri, Shri.Raghavendra A Betageri,
no. 5, CTS no. 3382 and 3381 B)
s
D Dharwad Circle

Add 10 %
Basic Rate Add Lead & Area Final Rate
Lift Charge weightage
5 6.00 7 8

9.50 0.95 10.45

238.00 23.80 261.80

258.00 25.80 283.80

5180.00 518.00 5698.00

 226.00 22.60 248.60

6375.00 637.50 7012.50

366.00 36.60 402.60

6375.00 637.50 7012.50

3200.00 320.00 3520.00

5609.00 560.90 6169.90

127.00 12.70 139.70

256.00 25.60 281.60

6375.00 637.50 7012.50

6375.00 637.50 7012.50

6375.00 637.50 7012.50

256.00 50.00 25.60 331.60

256.00 100.00 25.60 381.60
256.00 150.00 25.60 431.60
6375.00 100.00 637.50 7112.50
6375.00 200.00 637.50 7212.50
6375.00 300.00 637.50 7312.50

100.00 0.00 100.00

200.00 0.00 200.00
300.00 0.00 300.00

307.00 100.00 30.70 437.70

307.00 200.00 30.70 537.70
307.00 300.00 30.70 637.70
 0.00 0.00
0.00 0.00
0.00 0.00

444.00 50.00 44.40 538.40

444.00 100.00 44.40 588.40
444.00 150.00 44.40 638.40

6375.00 100.00 637.50 7112.50

6375.00 200.00 637.50 7212.50
6375.00 300.00 637.50 7312.50
 60431.00 6043.10 66474.10

87.00 25.00 8.70 120.70

87.00 50.00 8.70 145.70
87.00 75.00 8.70 170.70

162527.00 500.00 16252.70 179279.70

162527.00 1000.00 16252.70 179779.70
162527.00 1500.00 16252.70 180279.70

1063.00 100.00 106.30 1269.30

1063.00 200.00 106.30 1369.30
1063.00 300.00 106.30 1469.30
887.00 25.00 88.70 1000.70
887.00 50.00 88.70 1025.70
887.00 75.00 88.70 1050.70
887.00 100.00 88.70 1075.70

175.00 25.00 17.50 217.50

175.00 50.00 17.50 242.50
175.00 100.00 17.50 292.50
162.00 25.00 16.20 203.20
162.00 50.00 16.20 228.20
162.00 100.00 16.20 278.20

58.00 5.80 63.80

58.00 5.80 63.80
58.00 5.80 63.80

216.00 25.00 21.60 262.60

216.00 50.00 21.60 287.60
216.00 100.00 21.60 337.60

173.00 25.00 17.30 215.30

173.00 50.00 17.30 240.30
173.00 75.00 17.30 265.30
3097.00 100.00 309.70 3506.70
3097.00 200.00 309.70 3606.70
3097.00 300.00 309.70 3706.70

3254.00 100.00 325.40 3679.40

3254.00 200.00 325.40 3779.40
3254.00 300.00 325.40 3879.40

917.00 100.00 91.70 1108.70

917.00 200.00 91.70 1208.70
917.00 300.00 91.70 1308.70
6143.00 100.00 614.30 6857.30
6143.00 200.00 614.30 6957.30
6143.00 300.00 614.30 7057.30

93.25 2.50 9.33 105.08

93.25 5.00 9.33 107.58
93.25 10.00 9.33 112.58

0.00 0.00
0.00 0.00
0.00 0.00

150.00 10.00 15.00 175.00

 150.00 15.00 15.00 180.00
150.00 20.00 15.00 185.00

82.00 10.00 8.20 100.20

82.00 20.00 8.20 110.20
82.00 30.00 8.20 120.20

41.00 10.00 4.10 55.10

41.00 20.00 4.10 65.10
41.00 30.00 4.10 75.10

8807.00 10.00 880.70 9697.70

8807.00 20.00 880.70 9707.70
8807.00 30.00 880.70 9717.70

7363.00 100.00 736.30 8199.30

7363.00 200.00 736.30 8299.30
7363.00 300.00 736.30 8399.30