Description Dia No Col No of Bar Length Length Total length Unit wt Quantity
ft m m kg/m kg
For Mess of Reinforcement Below Column
X-axis 12 2 6 5.00 1.52 18.24 0.89 16.23
Y axis 12 2 6 5.00 1.52 18.24 0.89 16.23
Ground Floor
0 For column
0 Longitudinal Bar 12 2 4 7.00 2.13 17.04 0.89 15.17
0 Development Length 12 2 4 2.36 0.72 5.76 0.89 5.13
0 Longitudinal Bar 16 2 4 7.00 2.13 17.04 1.58 26.92
0 Development Length 16 2 4 3.15 0.96 7.68 1.58 12.13
0 Lateral ties (outer) 8 2 22 4.00 1.22 53.68 0.39 20.94
0 Lateral ties (outer) 8 2 22 3.00 0.91 40.04 0.39 15.62
0 For Beam
0 Longitudinal Bar 12 4 4 26.50 8.08 129.28 0.89 115.06
0 Development Length 12 4 4 2.36 0.72 11.52 0.89 10.25
0 Lateral ties (outer) 8 4 67 3.00 0.91 243.88 0.39 95.11
Description 8 dia 12 dia 16 dia 20 dia 25 dia 32 dia Total
Ground Floor 131.67 178.07 39.05 - - - 348.79
Rainas Municipality
Office of the Municipal Executive
Tinpiple, Lamjung, 4 No. Province, Nepal
BOQ
Name of Project: Rainas Municipality Information Room Date:-2077-05-15
Location: Rainas - 5
S.N. Description of work Quantity units Rate Amount Remarks
1 Earthwork in excavation in medium rock 0.11 Cum 2,441.10 268.52
2 PCC(M10))1:3:6 (Column) 2.83 Cum 10,970.45 31,046.37
3 Iron Work 93.32 Kg 135.60 12,654.19
4 Colar Cgi Sheet 0.45 mm 0.70 Boundle 12,898.95 9,029.27
5 Upvc 6 mm Thick 33.34 Cum 6,784.94 226,209.90
6 Almunium Heavy Door Set (3'*7') 1.00 Nos 15,600.00 15,600.00
Total 294,808.25
Prepared By: Checked By: Approved By:
Manju Bhandari / Narendra Kumal Bhim Prasad Dahal Ram Chandra Adhikari
Rainas Municipality
Office of the Municipal Executive
Tinpiple, Lamjung, 4 No. Province, Nepal
Detail Estimate
Name of Project: Rainas Municipality Information Room Date:-2077-05-15
Location: Rainas - 5
S.N. Description of work Nos. length Breadth Height Quantity units Remarks
1 Earthwork in excavation in medium 0.11 Cub.m
rock including 10 m lead and 1.5m lift
(Column) 4.00 0.30 0.30 0.30
2 PCC(M10))1:3:6 (Column) 4.00 0.25 0.25 0.30 0.08 Cub.m
3 PCC(M10))1:3:6 Floor 1.00 3.35 2.74 0.30 2.75 Cub.m
Total 2.83 Cub.m
4 2" Square Pipe 4.00 9.72 38.88 Kg
5 Truss
Long Side 2 10.1115513562938 20.22 Kg
Short Side 4 8.55592807071015 34.22 Kg
Total 93.32 Kg
6 Colar Cgi Sheet 0.45 mm 1 0.7 0.70 Boundle
7 Upvc 6 mm Thick
Long Side 2 3.3526363913 2.895458702 19.41 Sqm
Deduction Door(3'*7') 1 0.9143553795 2.133495885 -1.95 Sqm
Short Side 2 2.7430661384 2.895458702 15.88 Sqm
Total 33.34
8 Almunium Heavy Door Set (3'*7') 1 1.00 Nos
Approved By:-
Prepared By:- Checked By :-
Ram Chandra Adhikari
Manju Bhandari / Narendra Kumal Bhim Prasad Dahal
Norms no 2-1.2.2,2-1.8 and 2-1.9 Norms Unit 1.00
Items Description : Earthwork in excavation in medium rock including 10 m lead and 1.5m lift
a) Ordinary soil
Description Quantity Unit
Skilled
Labour
Unskilled 3.00 md 790.00
Tools and plants @
3 % of labour cost
Total
Rate per unit
Norms no 41 - 11 Norms Unit 1.00
Cement concrete work. It includes all labour and material required for mixing, placing in position,
vibrating, compacting, finishing, curing and all other incidentals required to produce concrete of specified
strength as per the Specifications. The rate includes the work of making, fixing and removing of all centres
Items Description : and forms required for the work.
Work in foundation
a - M 10 Grade (1:3:6 mix by volume)
Description Quantity Unit Rate
Skilled 1.00 md 1090.00
Labour
Unskilled 4.00 md 790.00
cement 4.40 bag 960.50
Materials aggrigate 0.89 m 3
1815.00
Sand 0.47 m3 1870.00
Total
Rate per unit
Cu.m
ding 10 m lead and 1.5m lift
Amount
2370.00
71.10
2441.10
2441.10
m3
equired for mixing, placing in position,
uired to produce concrete of specified
making, fixing and removing of all centres
Amount
1090.00
3160.00
4226.20
1615.35
878.90
10970.45
10970.45
