Detailed estimate for Construction of 2 rooms single storey in Govt.

Primary School at Belicharana Jammu.

(1) Earthwork excavation by manual means in trenches for foundations, drains, pipes,
cable etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like
not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated
earth upto 1 mtr from cutting Edge, disposed earth is to be leveled and neatly dressed
in all kinds of soil.(Refer SSR 2012 Code No. 2.8)

3
F1 = 1 x 2.70 x 2.70 x 1.60 = 11.66 m
3
F2 = 3 x 2.40 x 2.40 x 1.60 = 27.64 m
3
F3 = 2 x 2.10 x 2.10 x 1.60 = 14.11 m
3
F4 = 3 x 1.70 x 1.70 x 1.60 = 13.87 m

Verandah D/W = 12.04 x 0.60 x 0.70 = 5.06 m3

Ramp = 7.80 x 0.60 x 0.70 = 3.26 m3

75.60 m3

3
@ Rs 240.45/ m Rs18178.00

(2) Providing and laying in position cement concrete of specified grade excluding the cost
of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse
sand : 8 graded stone aggregate 40mm nominal size) crushed. (Refer SSR 2012 Code
No. 4.5.9)

F1 = 1x 2.70 x 2.70 x 0.10 = 0.73 m3

F2 = 3x 2.40 x 2.40 x 0.10 = 1.73 m3
F3 = 2x 2.10 x 2.10 x 0.10 = 0.88 m3
F4 = 3x 1.70 x 1.70 x 0.10 = 0.86 m3
Under Plinth Beam = 2 x (12.11 – 3 x 0.45) x 0.45 x 0.30 = 2.90 m3
= 3 x (8.18 – 2 x 0.45) x 0.45 x 0.30 = 2.94 m3
Flooring = 4.68 x 02.56 x 0.10 = 1.20 m3

= 11.24 m3

3
Flooring Room = 2x 7.50 x 5.60 x 0.10 = 8.40 m
3
Veranda = 1 x 12.11 x 2.50 x 0.10 = 3.03 m
3
Ramp = 7.50 x 1.50 x 0.10 = 1.125 m
3
Door Step = 1.90 x 1.35 x 0.15 = 0.38 m
3
S/W (Ver.) = 12.04 x 0.60 x 0.10 = 0.72 m
3
Under Ramp Wall = 7.80 x 0.60 x 0.10 = 0.47 m

= 14.12 m3

Total = 25.36m3 @ Rs 3112.80/ m3 Rs 78940.00

1
(3) Providing and laying Reinforced cement concrete 1:1.5:3 (1 Cement : 1.5
coarse sand : 3 graded stone aggregate 20 mm nominal size) in suspended floors,
balconies, landings and staircase having upto 150 slope excluding cost of centering
and shuttering all work upto floor V level. (Refer SSR 2012 Code No. 5.1.2).

3
F1 = 1 x 2.70 x 2.70 x 0.20 = 1.46 m
2 2 3
= (0.60) + (2.70) x 0.55 = 2.10 m
2
Pedestal = 0.60 x 0.60 x 0.95 = 0.34 m3

F2 = 3 x 2.40 x 2.40 x 0.20 = 3.45 m3

2 2
= 3 x (0.60) + (2.40) x 0.50 = 4.59 m3
2
= 20.94 m3
Pedestal = 3 x 0.60 x 0.60 x 1.00 = 1.08 m3 _______ (x)

3
F3 = 2 x 2.10 x 2.10 x 0.20 = 1.76 m
= 2 x (0.60) 2 + (2.1)2 x 0.45 = 2.15m 3

2
3
Pedestal = 2 x 0.60 x 0.60 x 1.05 = 0.75 m

3
F4 = 3 x 1.7x1.7x (0.2+0.4) = 2.60m
2
Pedestal = 3 x 0.45 x 0.45 x 1.10 = 0.66 m3

3
Plinth Beam = 2 x (12.11– 3x 0.45) x 0.23 x 0.60 = 2.97 m
= 3 x (8.18 – 2 x 0.45) x 0.23 x 0.60 = 3.01 m3 = 5.98m3
______ (A)

3
Columns = 6 x 0.45 x 0.45 x 0.75 = 0.91 m
3
= 6 x 0.45 x 0.45 x 4.10 = 4.89 m = 6.40m3
2 3
= 3 x 3.14/4 x 0.23 x 4.85 = 0.60 m
______ (Y)
Beam
3
B1 & B 3 = 3 x 8.18 x 0.23 x 0.60 = 3.38 m
3
B2 & B 4 = 3 x (2.50 – 0.23) x 0.23 x 0.60 = 0.93 m
= 8.89 m3
B5 = 2 x (12.11 – 3x 0.45) x 0.23 x 0.60 = 2.97. m3 ______ (B)
3
B6 = 1 x (12.11– 3x 0.23) x 0.23x 0.60 = 1.61 m

Slab = 12.11 x 10.80 x 0.15 = 19.62 m3 = 19.62 m3

______ (C)

2
 Lintel Beam = 2 x 1.80 x 0.23 x 0.23 = 0.19 m3
B/side L/B = 2 x 3.70 x 0.23x 0.23 = 0.39 m3
Chajja = 2 x 1.80 x 0.45x 0.075 = 0.12 m3
B/side = 1.18 m3
Chajja = 2 x 3.70 x 0.45x 0.075 = 0.24 m3 ______ (D)
Shelf
(B/S under Sill) = 2 x 3.70 x 0.45x 0.075 = 0.24 m3
Total = 20.94m3 + 5.98m3 + 6.40m3 + 8.89 m3 + 19.62 m3 + 1.18 m3= 63.01 m3

@ Rs 6470.00/ m3 Rs 407674.00

(4) Centering and shuttering including strutting, propping etc. and removal of form work for :- (Refer SSR
2012 Code No. 5.9).

(a) Foundation, footings, bases of columns etc. for mass concrete.

F1 = 2 x 2 x 2.70 x 0.20 = 2.16 m2

= 2 x 2 x 0.60 x 0.95 = 2.28 m2

F2 = 3 x 4 x 2.40 x 0.20 = 5.76 m2

= 3 x 4 x 0.60 x 1.00 = 7.20 m2

F3 = 2 x 4 x 2.10 x 0.20 = 3.36 m2

= 2 x 4 x 0.60 x 1.05 = 5.04 m2

F4 = 3 x 2 x 2 x 1.7 x 0.2 = 4.08 m2

= 3 x 2 x 2 x 0.40 x 1.10 = 5.28 m2

= 35.16 m2

@ Rs 179.25/ m2 Rs 6302.00
(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Plinth Beam = 2 x 2 x 10.32 x 0.60 = 24.77 m2

= 3x2x 6.27 x 0.60 = 22.57 m2
Beam
B1 & B3 = 2x3x 6.27 x 0.60 = 22.57 m2
B2 & B4 = 2x3x 1.52 x 0.60 = 5.47 m2
B5 = 2 x 3 x 10.32 x 0.60 = 24.77 m2
B6 = 2 x 3 x 11.67 x 0.60 = 7.00 m2

2
= 107.15 m

2
@ Rs 305.70/ m Rs 32755.00

3
 (c) Centering and shuttering including Strutting propping etc. and removal of form
work for columns , Pillars, abutments, Piers, posts and struts.

= 6 x 0.45 x 4.85 = 13.09 m2

= 3 x 3.14/4 x 0.232 x 4.85 =0.60 m3

= 13.69 m3

2
@ Rs 417.50/m
Rs 5715.00
(d) Suspended Floors:

Rooms = 12.11 x 10.80 = 130.78 m2

@ Rs 372.40/m2
Rs 48702.00

(e) Edges of slabs and breaks in floors and walls under 20 cms size.

= 2 x (12.11 +10.80) = 45.82 mtr

= 6 x ( 5.14 + 3.02) = 16.32 mtr
= 62.14 mtr

@ Rs 176.55/ mtr

Rs 10970.00
(5) Reinforcement for RCC works including straightening, cutting, bending, placing in position
and binding all complete TMT bars. (Refer SSR 2012 Code No. 5.22.7)

(a) Footings: –

F1 (1No) 10 = 19 x 2.70 = 51.30 r.m

= 19 x 2.70 = 51.30 r.m

= 102.60 r.m _____ (5)

F2 (3No) 10 = 15 x 2.40 = 36.00 r.m

= 15 x 2.40 = 36.00 r.m

= 72.00 x 3 = 216.00 r.m _____ (5)

F3 (2No) 10 = 11 x 2.10 = 23.10 r.m

= 11 x 2.10 = 23.10 r.m

= 46 x 2 = 92.40 r.m _____ (5)

F4 (3No) 10 = 10 x 1.70 = 17.00 r.m

= 10 x 1.70 = 17.00 r.m

= 34 x 3 = 102.00 r.m _____ (5)

(b) Columns: –
C1 (3No) 25 = 8 x 6.50 = 52.00 x 3 No = 156.00 r.m _____ (1)

Rings 8
(A) (i) = 3 x 18 x 1.80 = 97.20 r.m
(ii) = 3 x 18 x 1.80 = 97.20 r.m

(B) (i) = 3 x 20 x 1.80 = 108.00 r.m

(ii) = 3 x 20 x 1.80 = 108.00 r.m

= 410.40 r.m _____ (6)

C2 (3No) 20 = 8 x 6.50 = 52.00 x 3 No = 156.00 r.m _____ (2)

Rings 8
(A) (i) = 3 x 18 x 1.80 = 97.20 r.m
(ii) = 3 x 18 x 1.80 = 97.20 r.m

(B) (i) = 3 x 20 x 1.80 = 108.00 r.m

(ii) = 3 x 20 x 1.80 = 108.00 r.m

= 410.40 r.m _____ (6)

C3 (3No) 16 = 3 x 6.00 x 6.50 = 117.00 r.m _____ (3)

Rings 8 = 3 x 38 x 0.80 = 91.20 r.m _____ (6)

(c) Plinth Beam : –

PB1 (2No)
20 Bottom = 2x 2 x 7.73 = 30.92 r.m _____ (2)
20 Top = 2x 2 x 7.73 = 30.92 r.m _____ (2)
16 (Extra Top) = 2x 2x3x (7.73/3+0.30) = 34.80 r.m _____ (3)

PB2 (2No)
20 Bottom = 2 x 2 x 2.75 = 11.00 r.m _____ (2)
20 Top = 2 x 2 x 2.75 = 11.00 r.m _____ (2)

20 (Extra Top) = 2x 1x3x (2.75/3+0.30) = 7.30 r.m _____ (2)

PB3 (1No)
20 Bottom = 2 x 7.73 = 15.46 r.m _____ (2)
20 Top = 2 x 7.73 = 15.46 r.m _____ (2)

20 (Extra Top) = 1x 2x3x (7.73/3+0.30) = 17.26 r.m _____ (2)

PB4 (1No)
20 Bottom = 2 x 2.75 = 5.50 r.m
20 Top = 2 x 2.75 = 5.50 r.m
20 (Extra Top) = 1 x 1 x 3 x (2.75/3+0.30) = 3.65 r.m

= 14.65 r.m _____ (2)

PB5 (4No)
16 Bottom = 4 x 2 x 5.83 = 46.64 r.m _____(3)

20 Top = 4 x 2 x 5.83 = 46.64 r.m_____ (2)

16 (Extra Top) = 4 x 1 x 3 x (5.83/3+0.30) = 26.92 r.m _____ (3)

PB6 (2No)
16 Bottom = 2 x 2 x 5.83 = 23.32 r.m
16 Top = 2 x 2 x 5.83 = 23.32 r.m

= 46.64 r.m _____ (3)

(d) Roof Beam : –

RB1 (2No)
20 Bottom = 2 x 2 x 7.73 = 30.92 r.m
20 Top = 2 x 2 x 5.75 = 30.92 r.m

= 61.84 r.m _____ (2)

16 (Extra Top 1st Supp.) = 2x 1x2x (7.73/3+0.30) = 11.50 r.m __ (3)

20 (Extra Top 2nd Supp.) = 2 x 1 x 3 x (7.73/3+0.30) = 17.25 r.m __ (2)
20 (Extra Bottom Centre) = 2 x 1 x 5.16 = 10.32 r.m __ (2)

RB2 (2No)
20 Bottom = 2 x 2 x 2.75 = 11.00 r.m
20 Top = 2 x 2 x 2.75 = 11.00 r.m

= 22.00 r.m _____ (2)

20 (Extra Top) = 2 x 1 x 3 x (2.75/3+0.30) = 7.30 r.m ______ (2)

RB3 (1No)
20 Bottom = 1 x 2 x 7.73 = 15.46 r.m
20 Top = 1 x 2 x 7.73 = 15.46 r.m

=30.92 r.m _____ (2)

20 (Extra Top 1st Supp.) = 1x 1x1x (7.73/3+0.30) = 2.87 r.m __ (2)

20 (Extra Top 2nd Supp.) = 1x 1x4x (7.73/3+0.30) = 11.50 r.m __ (2)
20 (Extra Bottom Centre) = 1 x 3 x 5.16 = 15.48r.m __ (2)

RB4 (1No)
20 Bottom = 1 x 2 x 2.75 = 5.50 r.m
20 Top = 1 x 2 x 2.75 = 5.50 r.m

= 11.00 r.m _____ (2)

20 (Extra Top 1st Supp.) = 1 x 1 x 4 x (2.75/3+0.30) = 4.86 r.m __ (2)

RB5 (4No)
20 Bottom = 4 x 2x 5.83 = 46.64 r.m
20 Top = 4 x 2 x 5.83 = 46.64 r.m

= 93.28 r.m _____ (3)

20 (Extra Top 1st Supp.) = 4 x 1 x 1 x (5.83/3+0.30) = 8.97 r.m __ (2)

16 (Extra Top 2nd Supp.) = 4 x 1 x 3 x (5.83/3+0.30) = 26.90 r.m __ (3)

RB6 (2No)
16 Bottom = 2 x 2 x 5.83 = 23.32 r.m
16 Top = 2 x 2 x 5.83 = 23.32 r.m

= 46.64 r.m _____ (3)

16 (Extra Top 2nd Supp.) = 2 x 1 x 1 x (5.83/3+0.30) = 4.48 r.m ____ (3)

16 (Extra Bottom Centre) = 2 x 1 x 3.90 = 7.80 r.m ____ (3)

Shear Reinforcement in Plinth Beams & Roof Beams (8 ).

PB1/ PB3/ B1/B3 100c/c 25 x 1.65 = 41.25 r.m

(2 x 3 = 6 No) 200c/c 17 x 1.65 = 28.05 r.m

= 69.30 x 6 = 415.80 r.m _____ (6)

PB5/ PB6/ B5/B6 100c/c 25 x 1.65 = 41.25 r.m

(2 x 3 = 6 No) 200c/c 23 x 1.65 = 37.95 r.m

= 79.20 x 12 = 950.40 r.m _____ (6)

B2/B4
(2 x 3 = 6 No)100c/c 20 x 1.65=33.00 x 6 r.m = 198.00 r.m _____ (6)

(e) Slab : –

S1 (2No)
12 Shorter Span = 2x 68 x 6.30 = 856.80 r.m _____ (4)
Extra = 2 x 68 x 1.95 = 265.20 r.m _____ (4)
12 Distribution = 2 x 30 x 8.18 = 490.80 r.m _____ (4)
Binders (Top) = 2 x 14 x 8.18 = 229.04 r.m _____ (4)
2 x 20 x 6.30 = 252.00 r.m _____ (4)

S2 (2No)
10 Shorter Span = 2x 40 x 2.75 = 220.00 r.m _____ (5)
10 Distribution = 2 x 13 x 6.30 = 163.80 r.m _____ (5)
Binders (Top) = 2 x 8 x 2.75 = 44.00 r.m _____ (5)
2 x 6 x 6.30 = 75.60 r.m _____ (5)
 Total

(1) 25 = 156.00 r.m @ 3.82 kg /r.m = 595.92 kg

(2) 20 = 560.83 r.m @ 2.45 kg /r.m = 1374.03kg
(3) 16 = 462.60 r.m @ 1.56 kg /r.m = 721.65 kg
(4) 12 = 2093.84 r.m @ 0.88 kg /r.m = 1842.57 kg
(5) 10 = 1016.40 r.m @ 0.61 kg /r.m = 620.00 kg
(6) 08 = 2475.40 r.m @ 0.39 kg /r.m = 965.40 kg

= 6119.57 Kg
Extra @ 5% for over laps = 305.97 Kg

= 6425.54 Kg @ 71/Kg Rs 456213.00

(6) Brick work with common burnt clay F.P.S (non modular) bricks of class designation 75
in foundation & plinth in cement mortar 1:4 (1 cement : 4coarse sand).

Verandah D/W = 11.79 x 0.345 x 0.60 = 2.44 m3

= 11.67 x 0.23 x 0.75 = 2.01 m3

Side D/W = 2 x 2.38 x 0.60 x 0.345 = 0.98 m3

= 2 x 2.38 x 0.23 x 0.75 = 0.82 m3

D/W along the Ramp = 7.50 x 0.345 x 0.60 = 1.55 m3

= 6.00 x 0.23 x (0.75 + 0) = 0.52 m3
2
= 1.50 x 0.23 x 0.75 = 0.26 m3
= 1.27 x 0.23 x 0.75 = 0.22 m3

Steps = 2 x 1.75 x 1.20 x 0.345 = 0.63 m3

3
= 2 x 1.75 x 0.90x 0.75 = 0.47 m
= 2 x 1.75 x 0.60 x 0.345 = 0.32 m3
= 2 x 1.75 x 0.30x 0.75 = 0.16 m3
3
= 10.38/m

3
@ Rs 4845.90/ m Rs 50300.00

(7) Brick work with common burnt clay F.P.S (non-modular) bricks of class designation 75
in foundation and plinth in Cement mortar 1:6 (1 cement:6 coarse sand) and extra for
brick work in superstructure above floor V level upto each floor V level. (By manual
means).

Rooms = 2 x (12.11– 3 x 0.45) x 0.23 x 3.20 = 15.83 m3

3
= 3 x (7.28 – 2 x 0.45) x 0.23 x 3.20 = 14.08 m

Parapet = 2 x (12.11 + 10.80) x 0.23 x 0.90 = 9.48 m3

3
= 39.39 m
 D/D
Doors = 4 x 1.20 x 2.10x 0.23 = 2.31 m3
Windows = 8 x 1.20 x 1.60 x 0.23 = 3.53 m3

= 5.84/ m3

Net = 33.55 m3 @ Rs 5257.95/ m

3 Rs 176404.00

(8) Supplying and filling in plinth with fine sand under floors including, watering, ramming
consolidating and dressing complete.

Room = 2 x 7.50 x 5.60 x 0.15 = 12.60 m3

Verandah = 12.11 x 2.73 x 0.15 = 4.96 m3
Ramp = 7.50 x 1.50 x 0.15 = 1.69 m3 _______(Z)
= 19.25/ m3

3 Rs 6289.00
@ Rs 326.75/ m

(9) Filling available excavated earth (excl. rock) in trenches, plinth sides of foundation etc
in layers not exceeding 20cm in depth; consolidating each deposited layer by ramming
and watering, lead upto 50m and lift upto 1.5m.

Qty vide item 1 = 75.60 m3

Qty vide item 2 = 25.36 m3
Qty vide item 3, marked (X) = 20.94 m3

Net = 75.60m3 – 25.36m3– 20.94 m3 = 29.30 m3

@ Rs 102.20/m3

Rs 2994.00

(10) Supply and filling of brick agg. under floor incl. compacting the same manually incl. all
leads lift & carriage.

Qty vide item 8 marked (Z)

=
1.69m3

@ Rs 1000/m3

Providing wood work in frames of doors, windows, clerestory windows and Rs 1690.00
(11)
other frames, wrought framed and fixed in position with hold fast lugs or with dash
fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for
separately). Sal wood.

Door (4 Nos)
=
4x 2x(7’– 0” + 4’– 0” + 0’– 6”) x 0’– 5” x 0’– 3”
=
9.43 cft or 0.27 m3
@
Rs 91190.25/m2

Rs 24621.00
 Windows (8 Nos)

=
8 x 2x (4’– 0” + 5’– 6” + 4 x 0’– 6”) x 0’– 5” x 0’– 3”
=
18.86 cft or 0.54 m3

@
Rs 91190.25/m2 Rs 49242.00

(12) Providing and fixing 35mm paneled and glazed shutters for doors, windows and
clerestory windows including ISI marked, MS. Pressed but hinges bright finished of
required size with necessary crew excluding paneling which will be paid for separately,
all complete as per direction of Engineer in-charge. second class deodar wood.

Door = 4 x 7’– 0” x 4’– 0” = 112.00 sft = 10.40 m2

@ Rs 2681.75/m2

(13) Providing and fixing paneling or paneling and glazing in Paneled or paneled Rs 27890.00
and glazed shutters for doors, windows and clerestory windows (Area of
opening for panel inserts excluding portion inside grooves or rebates to be
measured). Paneling for paneled or paneled and glazed shutters 25 mm to 40
mm thick. Plain particle board flat pressed, 3 layer or graded wood particle
board medium density Grade I, IS: 3087 marked.

70% Area vide item No : – 12

=
7.28 m2 @ Rs 1019.45/ m3

(14) Providing and fixing 30mm thick glazed shutters for doors, windows and clerestory
windows using 10kg/sqm (4mm thick) float glass panes including ISI marked M.S.
pressed butt hinges bright finished of required size with necessary screws in 2nd clad
Deodar road. Rs 7421.00

Window – 8 Nos
= 8 x 5’– 6” x 4’– 0” = 176.00 sft
=
16.36 m2

@
Rs 3292.40/ m3

(15) Providing and fixing 35 mm thick wire gauze shutters using galvanized M.S. wire gauze
of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for
doors, windows and clerestory windows with hinges and necessary screws Second
class deodar wood.

Rs 53863.00
Area vide item No 14 = 16.36/m2 @ Rs 3050.00/ m2

Rs 49898.00
(16) Providing and fixing M.S. grills of required pattern in frames of windows etc.
with M.S. flats, square or round bars etc including priming coat with approved
steel primer all complete. Fixed to
o p e n i n g sI w o o d e n f r a m e w i t h r a w l p l u g s s c r e w set c.

Area vide item No 14 = 16.36/m2 @ 5kg/ m2 = 81.80 kg @ Rs 119.65/Kg

Rs 9787.00

(17)Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone

aggregate) finished with a floating coat of neat cement including cement
slurry, but excluding the cost of nosing of steps etc. complete. 50 mm thick
with 20mm nominal size stone aggregate. (a) Crushed.

Room = 2 x 7.50 x 5.60 = 84.00 m2

Verandah = 12.11 x 2.73 = 33.06 m2
Ramp = 7.50 x 1.50 = 11.25 m2

2
= 128.31 m

@ Rs 370.20/ m2

(18) Providing and fixing glass strips in joints of terrazzo I cement concrete floor. 40 mm
wide and 4 mm thick Rs 47500.00

= 50mtr @ Rs 24.30/ mtr

(19) Painting top of roofs with bitumen of approved quality at 17 kg 12.17 per 10 sqm
impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning Rs 1215.00
the slab surface with brushes and finally with a piece of cloth lightly soaked in
kerosene oil complete with residual type petroleum bitumen of penetration
80'100.
Room Slab = 12.11 x 10.80 = 130.78 m2

@ Rs 183.00/ m2

(20) 10 cm thick (average) mud phuska of damped brick earth on roofs laid to slope
consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at
35kg per cum of earth and gobri leaping with bhusa at 35kg per cum of earth and
gobri leaping with mix 1:1 ( 1 clay: 1 cow dung) and covered with flat tile bricks of
class designation 1 00 grouted with cement mortar 1:3 (1 cement: 3 fine sand) Rs 23932.00
mixed with 2% of integral water proofing compound by weight of cement and
finishing neat.

Area vide item No 19 = 130.78/m2 @ Rs 470.90/ m2

Rs 61584.00
(21) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10 mm and down gauge), including finishing
with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design: In 75x75 mm
deep chase.

= 59.00mtr @ Rs 132.50/mtr

Rs 7817.00
(22) Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)
over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1
cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making
and finishing the outlet complete.

= 5 Nos @ Rs 315.85/each

(23) Providing and fixing on wall face un-plasticized - Rigid PVC rain water pipes conforming Rs 1579.00
to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10
mm gap for thermal expansion.

= 20 mtr @ Rs 250.90/mtr

Rs 5018.00
(24)Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes
channels, plates etc. including welding ,grinding, buffing, polishing and
making curvature (wherever required) and fitting the same with necessary
stainless steel nuts and bolts complete, i/c fixing the railing with necessary
accessories and stainless steel dash fasteners, stainless steel bolts etc. of
required size on the top of the floor or the side of waist slab with suitable
arrangement as per approval of Engineer-in-charge.

= 30 rft @ Rs 600/rft (LMR)

(25) Providing 40x 5 mm flat iron hold fast 40 cm long including fixing to frame with
10mm diameter bolts, nuts and wooden plugs and cm beddings in cement
concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded
stone aggregate 20 mm nominal size ) Rs 18000.00

= 29 Nos @ Rs 113.80/each

Rs 3300.00
(26) 15mm Cement plaster on the rough side of single or half brick wall of mix: 1:
6 (1 cement: 6 fine sand).

(a)Room = 2 x 2(7.50 + 5.60) x 4.10 = 214.84 m2

_____(E)

Verandah = 2 x 12.11 x 0.60 = 14.53 m2

= 2x 12.11 x 0.75 = 18.16 m2
= 2x 12.11 x 0.345 = 8.35 m2

D/W = 2 x 2 x 1.46 x 0.60 = 3.50 m2

= 2 x 2 x 1.52 x 0.75 = 4.56 m2
Verandah
Wall = 2 x 11.67 x 1.00 = 3.50 m2

D/W along = 2 x 2 x 1.52 x 1.00 = 6.08 m2

The Ramp = 2 x 7.50 x 0.60 = 9.00 m2
= 2 x 6 x (0.75 + 0) = 4.50 m2
2
= 2 x 1.50 x 0.75 = 2.25 m2
= 2 x 1.27 x 0.75 = 1.90 m2

Roof inner
2
side = 2 x (4.24 + 2.56) x 0.90 = 12.24 m
= 2 x (11.67 + 9.82) x 0.90 = 38.68 m2
= 341.09 m2

=
341.09/m2 @ Rs 163.64/ m2 Rs 55815.00

(b) 6mm cement plaster to ceiling of mix 1: 3 (1 cement: 3 fine sand).

Area vide item No 4 (d) = 130.78/m2 @ Rs 130.25/ m2

Rs 17034.00

(27)12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand).

= 2 x 2 x (7.5+5.6) x 3.20 = 167.68 m2
= 1 x 12.11 x 3.20 = 38.75 m2
2
= 206.43 m

D/W = 8 x 4’– 0” x 6’– 0” = 192 sft

28.25 m2
= 4 x 7’– 0” x 4’– 0” =112sft

Net area = 178.18m2 @ Rs 141.05/ m2 Rs 25132.00

(28)Providing and applying white cement based putty of average thickness 2 mm,
of approved brand and manufacture, over the plastered wall surface to
prepare the surface even and smooth complete.

Area vide item No 26 and 27 = 650.05/m2 @ Rs 121.50/ m2

Rs 78981.00

Distempering with oil bound washable distemper of

(29)
approved brand and manufacture to give an even shade New work
(two or more coats) over and including priming coat with cement
primer.

Area vide item No 26 (b) and 27 = 308.96/m2 @ Rs 85.15/ m2

Rs 26307.00

(30) Finishing walls with water proofing cement paint of required shade N e w w o r k
(twoormorecoats)applied@3.84kg/10sqm

Area vide item No 26 (a) = 341.09/m2 @ Rs 56.90/ m2

Rs 19408.00
(31) Applying priming coat: with ready mixed pink or grey primer of approved brand
and manufacture on wood work (hard and soft wood).

Area vide item No 12,14 &15 = 43.12/m2 @ Rs 34.45/ m2

Rs 1485.00
(32) Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade. Two or more coats on new work.

Area vide item No 31 = 43.12 m2 @ Rs 67.10/ m2

Rs 2893.00

(33) Applying priming coat with ready mixed red oxide Zinc Chromate primer of
approved brand and manufacture on steel galvanized iron/steel works.

Area vide item No 14 = 16.36/m2 @ Rs 27.80/ m2

(34) Painting with ready mixed synthetic enamel paint of approved brand and
manufacture in all shades to give an even shade. Rs 454.00

=
16.36/m2 @ Rs 69.30/ m2

Rs 1133.00
(35) Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and
screws etc. complete: 250x16 mm.

= 4 Nos @ Rs 151.30/each
Rs 605.00

(36)Providing and fixing aluminum handles ISI marked anodized (anodic coating
not less than grade AC 10 as per IS: 1868) transparent or dyed to required
colour and shade with necessary screws etc. complete. 125 mm.

= 92 Nos @ Rs 64.55/each

Rs 5939.00
Providing and fixing aluminum tower bolts lSI marked anodized
(37)(anodic coating not less than grade AC 10 as per IS : 1868) transparent or
dyed to required colour or shade with necessary screws etc. complete :
200x10 mm.

= 125 Nos @ Rs 78.10/each

(38) Providing and fixing cupboard shutters 25mm thick, with pre-laminated flat pressed
three layer particle board or graded wood particle board IS: 12823 marked exterior Rs 9762.00
grade (Grade I Type II) having one side decorative lamination and other side balancing
lamination including second class teak wood lipping of 25mm wide x 12mm thick with
necessary screws and bright finished stainless steel piano hinges complete as per
directions of engineer in-charge.

=
4 x 7’– 0” x 4’– 0” = 112.00 sft = 10.40 m 2 @ Rs 1533.25/ m2

(39) Carriage of material by mechanical transport incl. Loading / unloading and staking at
site complete.

Rs 15959.00
Sand for an average lead of 15kms = 90.94m3 @ Rs 207.83/ m3
3 3
Bajree for an average lead of 15kms = 95.73m @ Rs 207.83/ m
Bricks for an average lead of 40kms = 33075@ Rs 961.14/1000 Nos
Brick Tiles for an average lead of 40kms = 4900 Nos @ Rs 576.78/1000 Nos

Total Rs 18900.00
Rs 19895.00
Rs 31787.00
Add 20% above as Rs 2003873.00
Rs 2826.00

G.Total
Rs 2023568.00

Rs 24.24 Lacs Rs 400774.00

Rs 2424342.00