DETAILED ESTIMATE FOR

CONSTRUCTION OF RESIDENTIAL
BUILDING

OWNER NAME: 1) MT.MANOHARA M G S/O GOPAL M A

2) Mr. PAWAN KUMAR M G S/O GOPAL M A
ITE NO-95, SITE PROPERTY NO-152800200201000498. AT MANDIKAL
VILLAGE & PANCHAYATHI, CHICKBALLAPIIRTq & Dist.TOTAL
ESTIMATTON COST - RS 40,00,000.00
(RUPEES FORTY LAKHS ONLY)

Engineer: MANJUNNATH KA
Mob: 984551 1309
Email :eshaconstructions20 I 2@gamil.com
r IT ESl{t{A
SIICI i:01: CONSTRUCTTONS & INTERIORS
#68, S A Devappa Layout, Chickballapur.

.oo k6-\
 DETAITED ESTIMATE FOR CONSTRUCTION OT RESIDENTIAL BUILDING ON SITE NO.95, SITE PROPERTY
NO-152800200201000498. AT MANDIKAL VlttAGE & PANCHAYATHI, CHICKBATLAPUR Tq & Dist.

OWNER NAME: 1) MANOHARA M G S/o GOPALM A2) PAWAN KUMAR M G S/O GoPAt MA

SlNo Description No t- B D Qty Rate in Rs. Amount

1 KSRB 2-2.2 : Earthwork excavation for foundation of
buildings,water supply, sanitary lines and electrical
conduits eithe in pits or in trenches 1.5 m and above
in width, in hard soil not exceeding 1.5m. ln depth
including dressing the bottom and sides of pits and
trenches, stackling the excavated soil clear from
edges ofexcavation with leed up to 50m. ofter
breaking clods complete as per specifications.

Page
For SSM
No.5 Sl. No.2.4 fI 1
I
45 7.23
l 1.00
T 55.35
55.35 I
I I
55.35cum 383.00 21,199.05
2 KSRB 4-1.3: Providing laying in position plain
cement concrete of mix 1:4:8 with OPC Cement @
180 kgs with 40mm down size graded granite
metal coarse agreegates @ 0.85 cum and fine
aggregates @0.57 cum machine mixed concrete laid
inlayers not exceeding 15 cms. Thick well
compacted in foundation and plinth,including cost
of all materials ,labour HoM of machinary curing
complete as per specifications ,
Page No 12 sl. No.4.3 tI
t- -
I

i) Main Wall 1 45.38 L.23 0.15 8.37

ffi-T
ii) base course for flooring 6.85
75.22
l5.22cum 5722.OO a7,1o3,77
KSRB 5.2-3 : Providing and constructing granite /
trap/ basalt size stone masonary in foundation
cement mortar 1:8 stone hammered dressed in
coarses not less than 20cms, Heigh, bond stones at
2mts, Apart in each coarse including cost of
materials ,labour,curing complete as per
specifications.
Page No 23 Sl.
a)foundation
No,5..5
1
m
39.88 1.03 0.80 32.86
rl
F
b)Basement 1 40.88 0.63 0.60 15.45

H :
48.31
48.31Cum 5137.00 295,501,55
f,
Y)i

AN.,UN H.K.A 8.E.,M.E.,

Civil
Re8. li t) i{f,Sfr***
t. 10
B,B.RO
M 9845511309
 4 KSRB 4-1.5 : Providing laying in position plain
cement concrete of mix M20 with OPC Cement @
300 kgs with 20mm down size graded granite
metal coarse aggregates @ 0.64 cum and fine
aggregates @0.43 cum, with superplastisiser @3lts
confirming to 159103-1999 Reaffirmed-2oo8,
machine mixed concrete laid inlayers not exceeding
15 cms. Thick well compacted in foundation and
plinth, including cost of all materials, labour HOM of
machinery curing complete as per specifications.

PaBe No 12 Sl. No.4.5 ---T---

ffi
For plinth beam 1 41.38 0.43 0.15 2.67
2.67
2.67Cum 6542.00 t7,460.66
5 KSRB 6-3.1 Providing and constructing burnt brick
= masonary with approved quality of non modular
bricks of standard size of class designation 35 with
cement mortor 1:8 with besement and
superstructure(Machine moulded Wlrecut bricks)
with cost of materials ,labour, scaffolding ,curing
complete as per specifications.Specifl cation No.KBS
-
6.2
Page no -27
i)Ground floor
Sl NO 6.3 tlttttl
7 31.88 o.23 3 22.00
ii)First Floor 1 44.88 o.23 3 30.97
I Ll 52.96

r- Dedudions
Door MD
[-
2 1.20
E o.23 2.10 7.16
I

Door D 4 1.00 0.23 2.!0 1.93

!l
D1 2 0.90 0.23 2.70 0.87
7 1.50 0.23 1.50 3.62
= W1 4 7.20 0.23 7.20
Ventilator V 2 0.90 0.23 0.60 o.25
RCC lintel 2 23.70 0.23 0.10 1.09
Total deductions 10.25

H 6 DOORS-Teak
Net Qty

= m
42.72
42.7zcum 9269.00 39s952.22

I
Door MD 2 7.20 2.70 5.04 --T_-----___l
E Door D
D1
4
)
1.00

r----r---F
0.90
2.70
2.70
8.40
3.78 -
t- 7
Total Qty.
Sl NO 9.25
Page no -52
wooDEN wtNDowS
L
f-t-+-tsi
t7,22
17.229q.m 2264t.OO
f - r------_l 389878.02

7 1.50 1.50 15.75

TotalQty
W1 4 t.20
-----r--- 7.20 5.76
21.51 f---+---l
F
Page no -5151 NO 9.73
8 WOODEN WINDOWS
Ventilator V
H 2 0.90 0.60
21.51Sq,m

1.08
22800.00 490428.00

Total Qty.
Page no -57 Sl NO9.79
1.08 L
1.085q.m 12134.00 73LO4.72
\c-

H.K.A e t.,M.e.,
t68fstlr.>a
B
M:984 5 5113O9
 I Providing and laying in position reinforced cement
concrete of mix M20 with OPC €ement @ 320 KGS
with 20mm and down size graded granite matal
coarse aggrigates @ 0.87 cum and fine aggregates
0.45 cum with superplastisizer @ 3lts confirming to
lS -9103-1999 reaffirmed -2008 machine mixed
conctrete laid in laVers not exceeding 15 cms thick
well compacted for allworks in foundation plinth,
and ground fllor for roof slab , stair case , lintel, etc:'
including cost of all materials,labour, HOM of
machinery, curing complete as per specifications.

Page No 13 Sl. No.4.13

Roof slab -Ground & First Floor slab 2 7.14 9.69 0.15 20.76

t- chajja(above) W
W1
5
4
2
1.80
1.50
1.30
0.60
0.60
0.60
0.10
0.10
0.10
0.54
0.36
0.16
21.81
21.81cum
r-------r--------
6158.00 L34378.L7
10 Providing and Removing Centering of RCC Lintel
Total Qty 4
ttl -f-__l
34.6 0.15 20.76
Page No 16 Sl. No.4.34
1L Providing and Removing centering of Rcc chejja
tt
I

20.76Sq.m 556.00 1t542.56

tt
ffi
Total Qty 20,24
Page No 16 Sl. No. 4.37
72 Providing and Removing Centering of RCC Roof
i) RCC Roof 2 7.74 9.69
m 20.28Sq.m

138.37
270.00 5475.60

t- ii) RCC
TotalQty
Stair case

Page No 15 Sl. No.4.18

1

f-T_-__l
) )1 4.35
I 1 148.07
148.07Sq.m 413"00 6t754.M
13 KSRB15-3.7Providing 18 thick cement plaster in
single coat with cement mortor 1:3 to brick
masonary rounding off cornor, wherever required
smooth rendering, providing and removing
scaffolding including cost pf materials labour curing
complete as per specification. (inside Plastering)

!ti Page No
Page No
109 Sl. No.15.14 @ Rs. 167.OOlm2
111 sl. No.15.33 @ Rs.25.00/m2
Kitchen & Dining 1 15.80 3.00 47.40

E Bed room & Bed Room-1

Bed room-2
GF-living hall
2
7
1
12.00
72.90
77.O4
3.00
3.00
3.00
72.OO
38.70

FFliving hall 1 9.85 3.00 29.55

stair case hall 2 7.1,6 3.00 42.96

ffi
I
Toilet 2 7.00 3.00 42.OO

I
453.746

t--
=
ffi
Deductions

r- lnner Doors
D1
D 1.5
1
1.00
0.90
1.50
2.70
2.70
1.50
3.15
1.89
7.88
w1 2 r.20 7.20 2.88

ffi
Ventilator V L 0.90 0.60 0.54

Net Qty -+-+-+--l

ttl
76.34
437.4L
437.41Sqm 392.00 L71,,465.Lr
\r-
=
M NJ H.K.A 8.E.,M.E.,
Civrl
Re
8a
',#,gp,r,;.rd
B.B.Road, (hirkS,rir.rpur 562 101
M :984 5 5l. 13O9
 74 KSRB 15-3.7Providing 18 thick cement plaster in
single coat with cement mortor 1:3 to brick
masonary rounding off cornor, wherever required
smooth rendering, providing and removing
scaffolding including cost pf materials labour curing
complete as per specification. (out side Plastering)

Page No 109 Sl. No.15.14

Building
--r-- 38.56
I

6.60 254.50
-T----__l
1,

--t Deductions r_---T_--

---t D 1
3.5
1.00
1.50
2.70
1.50
2.70
7.88
2 1.20 7.20 2.88
1 0.90 = 0.60 0.54

F--T__-lH
13.40

r 15 KSRB 15-15.3:
Net

Providing and applying painting in

qty
= 247.70
241.10 5qm 367.00 88,484.O7

one coat with plastic emultion paint ofapproved -

brand and manufacture on wall surface to give an -
even approved shade after throughly brushing the
surface, free from mortar drops and other foreign
matter including preparing the surface even and
sand paper smooth, cost ofmaterials, labour,
complete as per specifications.
(lnside painting)

Net QW
No 113 Sl. No.15.49.1
Same as Inside plastering Quantiw

16 KSRB 15-16.1: Providing and Iinishing external

F +37.41
437.41Sqm 371.00 162279.11

walls in two coats with waterproof cement paint

ofapproved brand and manufacture on wall
surface to give an even approved shade after
throughly brushing the surface, free from mortar
drops and other foreign matter including
preparing the surface even and sand paper -
smooth , cost ofmaterials, labour, complete as per
specifications.
(Outside painting)

F Page No 113 Sl. No.15.49.1

Same as outside uanti
rr T--T--
Net t- f --T_---
24-i..L0
241.1OSqm 2A4.OO 64472.40

\rA

M NJUN H.K.A e.e.,rv!.r.,

Civil
Reg. fJo.:. o olo\)>- >f
Near Eal,rjrThe,rr
B.g.Road, Chrckbdltapur 562I01
M:9845511.309
 77 Providing and laying flooring using prepollshed,
water cut/gang saw 19mm thick granite laid over
bed of 20mm thick 1:4 cm & jointed with neat
cement slurry mixed with pigment to mach shade of
granite slabs including laying POP on finished surface
and cleaning the surface, including the cost of all
materials and labours etc., complete as per
specifications. - using silver grey granite / Multy Red
/ Ruby Red / Black/ HassanGreen Granite of width
not less than 1200mm (P.No.107, 1.No.14.47.1 of
PWD SR 2015-16)
Page No 107 Sl. No, 14,47.1
Ilooring
Kitchen 1 3.00 8.31

tr
=
I
Living-Ground Floor
Bed room & Bed room-l
Bed room-2
L

2
1
3.45
4.45
3.45 2.77 I
19.91
28.75
9.56
2.!2
Living-FF 7 4.73 8.7 6
--------r--------
F
I
Parking
Toilets
Passage
1

2
1
4.00
2.00
1.50
7.00
1.50
1.50 =
28.00
6.00
2.25
I

18 KSRB 4.9.2Providing H.Y.5.D / T.M.T steel (cold,

F ----r---f___l 111.53
111.53 sqm
:
1819 202,A65,O7

twisted reinforcement for rcc work including

) -
straightening cutting. Bending, hooking, placing in
position , lapping and or welding required , tying
with binding wire and anchoring to the adjoining
members wherever necessary complete as per
design (laps, hooks, wastage shall not be measured
and paid)including cost of materials and HOM of
machinory complete as per specifications.with all
lead and lift and loading unloading charges
,inclusive of cost and conveyance of all materials and
coat of labors, ere charges ofall machinary and
equipments and all other incidental charges etc:
complete as per standard technical specifications
and direction of the engineer -in -charge of work.

Page No 17 Sl. No - 4.46.2 a-T_-___l 10.00

r-T___l
For footings, columns, slabs, beams(for ground & first floor)
m 10.00 tonne 56050 560,500.00
3,178,184.51
19 For Electrician 15% of the estimate cost
20 For water supply and sanitory 10 % of the estimate cost
27 N4icellanous and Rounding Off
m 476727.64
317818.45
27269.36
Grand Total in Rupees 4,000,000.00
THE ABOVE ESTIMATE IS MADE AS PER S.R 2O2O-21 OF PWD BANGALORE CIRCTE. PROPOSED ESTIMATE FOR THE CONSTRUCTION OF
RESIDENTIAT BUII.DING ON SITE NO.95, SITE PROPERTY N0-152800200201000498. AT MANDIKAL VITTAGE & PANCHAYATHI,
CHICKBALTAPUR Tq & Dist.
THE AMOUNTTNG TO RS 40,00,000,00 (RUPEES FORW rAKHS ONtYI
./\
. ' .-.,^-t
.A 8.E.,M.E.,

B.g.Road, ChrckDalldPUr->b2
M:9845511309
ENGINEER SIGNATURE