Harion Municipality

Office Of The Excutive Municipal Harion, Sarlahi

Cost Estimate
Name of work :Om Sidhartha Gumba Sauchalaya FY 2075/076
Name of place : Harion municipality, ward-06 Date:-
Item Length Breadth Height
S.N
No Description of item No (meter) (meter) (meter) Quantity Unit Rate Amount Remarks.
CIVIL WORKS
Clearing the site of all the unuseful materials
1 1.0 1 - - - 1.00 L.S. 650.00 650.00
from site after completing the works.

2 E/W in excavation
toilet
longwall 2 4.60 0.60 0.90 4.97
shortwall 2 1.09 0.60 0.90 1.18
partition wall 2 1.09 0.30 0.30 0.20
septic tank 1 3.50 2.30 2.40 19.32
2.0 Total E/W = 25.67 M3 346.08 8883.88
3 Brick Soling
toilet
longwall 2 4.60 0.60 5.52
shortwall 2 1.09 0.60 1.31
partition wall 2 1.09 0.30 0.65
septic tank 1 3.50 2.30 8.05
3.0 Total Brick soling work = 15.53 M2 500.96 7779.84

4 1:2:4 P.C.C.
toilet
longwall 2 4.60 0.60 0.08 0.41
shortwall 2 1.09 0.60 0.08 0.10
partition wall 2 1.09 0.30 0.08 0.05
septic tank 1 3.50 2.30 0.08 0.60
4.0 Total 1:2:4 P.C.C. work = 1.16 M3 13371.90 15511.41

5 Brick Masonary Work in 1:6 C/S Mortar

toilet
longwall 2 4.60 0.60 0.30 1.66
2 4.60 0.45 0.30 1.24
2 4.60 0.30 0.25 0.69
2 4.60 0.23 2.70 5.71
shortwall 2 1.09 0.60 0.30 0.39
2 1.09 0.45 0.30 0.29
2 1.09 0.30 0.25 0.16
2 1.09 0.23 2.70 1.35
partition wall 2 1.09 0.30 0.30 0.20
2 1.09 0.13 2.70 0.74
septic tank
longwall 2 3.50 0.13 2.40 2.10
shortwall 2 2.30 0.13 2.40 1.38
5 Total Brick Work= 15.91 M3 10813.94 172049.73
 6 1:1.5:3 P.C.C. for R.C.C. work -
toilet slab 1 4.10 2.90 0.10 1.19
septic tank cover 1 3.50 2.30 0.08 0.60
6.0 Total P.C.C. for R.C.C. work = 1.79 M3 13371.90 23935.71

7 Steel reinforcement for R.C.C. work

7.0 Total R.C.C. Work 1% of P.C.C. of R.C.C= 140.52 kg 96.30 13532.61

8 Form work
toilet slab 1 4.10 - 2.90 11.89
side of slab 2 4.10 - 0.10 0.82
2 2.90 - 0.10 0.58
septic tank cover 1 3.50 - 2.30 8.05
side of septic tank 2 3.50 0.08 0.53
2 2.30 0.08 0.35
8.0 Total Form Work= 22.22 M2 293.48 6521.23

9 12.5mm Cement plaster (1:4) on wall

toilet
inside wall 4 1.09 - 2.70 11.77
2 3.89 - 2.70 21.01
outside wall 2 4.60 - 2.70 24.84
2 1.55 - 2.70 8.37
ceiling 1 5.20 - 2.15 11.18
floor 1 3.89 1.09 4.24
septic tank
inside wall 2 2.69 - 9.00 48.42
2 1.84 - 9.00 33.12
cover 1 3.15 - 2.30 7.25
floor 1 2.69 - 1.84 4.95
deduction
ventilation 3 0.30 0.30 -0.27
D 3 0.75 1.80 -4.05
9.0 total plaster= 170.83 M2 264.54 45191.17
`
10 Punning work
toilet
floor 1 3.89 1.09 4.24
septic tank
inside wall 2 2.69 - 9.00 48.42
2 1.84 - 9.00 33.12
floor 1 2.69 - 1.84 4.95
10.0 Total Punning 90.73 M2 234.55 21280.99
 11 Two coat distemer paint
toilet
inside wall 4 1.09 - 2.70 11.77
2 3.89 - 2.70 21.01
outside wall 2 4.60 - 2.70 24.84
2 1.55 - 2.70 8.37
ceiling 1 5.20 - 2.15 11.18
11.0 Total Paint = 77.17 M2 116.83 9015.81
12 Chaukath Works
door 2 4.80 0.08 0.08 0.06
2 0.60 0.08 0.08 0.01
12.0 Total = 0.06 M2 177912.00 11528.70

13
0.50 mm Colour C.G.I. sheet door covering.
2 0.75 1.95 2.93
13.0 Total Paint = 2.93 M2 1125.13 3296.64

14 14.0 580 mm orissa pan with low level cistern 3 2.00 No. 3000.00 6000.00
3/4'' dia PPR pipe,Gate Valve and necessary
15 15.0 1
fittings. 1.00 Job 8000.00 8000.00
water tank 5000 litre 2 5000.00 litre
Total 353177.72
Amount contributed by Municipality 300000.00
Amount contributed by User's community 53177.72

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