SN Description of Work No Length Breadth Height Quantity Unit
A Zone 1 Area
Earth preparation in damage area for starting
of work including cleaning and scarping of
debrises, uprooting roots, solid wastes,
1 clearing the site including all complete. 1 40 sqm
Earthwork in Filling: Earth filling in 150 mm
thick layer in flooring, watering, ramming
including supply of filling materials all
2 complete as per specification. 1 40 0.2 Cum
Laying of hexagonal concret block 1
B Zone 2
Earth preparation in damage area for starting
of work including cleaning and scarping of
debrises, uprooting roots, solid wastes,
1 clearing the site including all complete. 5 Sqm
2 Construction of Brick Wall 1 4.5 0.1 2 cum
Earthwork in Excavation: Earthwork in
excavation in soft soil in foundation, trenches
including timbering and shoring & 30m Lead
and 1.5 m. lift all complete as per design,
3 drawing and specification. 1 4.5 0.3 0.3
Stone soling work in foundation and floors
with supplying of approved quality of stone
laying, ramming and levelling including
filling in the joints with sand as per design,
4 drawing and specification. 1 4.5 0.3 0.2
PCC Work For Footing 2 0.3 0.3 0.1
PCC for column 2 0.23 0.23 1.8
3 Earth Filling 1 4 1.4 1.8 cum
4 Laying of hexagonal concret block 1 4 1.4 sqm
C Zone 3
Earth preparation in damage area for starting
of work including cleaning and scarping of
debrises, uprooting roots, solid wastes,
1 clearing the site including all complete. 1 9.5 2 sqm
2 Construction of Retaning Wall 1 9.5 0.4 4.5 cum
3 Earthing Filling 1 9.5 1.5 4.5 cum
Boundary Wall
Preparation of the site by clearing out all the
debris, cleaning the surface, cutting existing
trees/bushes etc. and to make site ready for
setting out including site clearance before and
after construction works as per drawing and
1 approval of Engineer. 1 35 1 sqm
Earthwork in Excavation: Earthwork in
excavation in soft soil in foundation, trenches
including timbering and shoring & 30m Lead
and 1.5 m. lift all complete as per design,
2 drawing and specification. 1 35 0.5 0.3
3 Stone Solling in Footing 1 35 0.5 0.5
3 PCC work in Footing 15 0.5 0.5 0.1
4 RCC Column 15 0.23 0.23 3
5 Plinth Beam 1 35 0.23 0.23
6
4 Laying of First Class Brick 1 35
Remark
Triangle
Triangle
Measurement Book.
S.No. Description of work No. Length Breadth Height Quantity Unit Remarks
Earth preparation in damage area for
starting of work including cleaning
and scarping of debrises, uprooting
roots, solid wastes, clearing the site
including all complete.
A sqm
1 Zone 1 1 9.5 1.5 14.25
2 Zone 2 1 5 1 5
3 Zone 3 1 15 3 45
Total 64.25
Earthwork in Excavation: Earthwork
in excavation in soft soil in foundation,
trenches including timbering and
shoring & 30m Lead and 1.5 m. lift all
complete as per design, drawing and
specification.
B cum
1 Zone 1 1 9.5 0.8 0.4 3.04
2 Zone 2 1 5 0.4 0.3 0.6
Total 3.64
Supplying and laying stone boulder soling
in foundation works complete to line &
level as per specification and direction of
Engineer
C cum
2 Zone 2 1 5 0.3 0.2 0.3
Total 0.3
Brick Masonry works in(1:4) in
cement sand mortar upto ground floor
with approved quality first class
chimney made bricks in perfect line
and level including wetting the
bricks,packing the joints and curing
with necessary scafolding work
including supplying of all
materials,labour, lead and lift, work all
complete as per design, drawing,
specification and approval of site
Engineer.
D cum
1 Zone 1
2 Zone 2 1 35 0.23 1.5 12.075
Total 12.075
Supply, mixing, transporting, placing,
compaction, protection, levelling and
curing M-20concrete or 1:1.5:3 in volume
whichever gives 20 N/mm2 compressive
strength for RCC works as per
requirement including lead and lift up to
10m all complete as per drawing,
specification and approval of Engineer
E cum
2 Zone 2
Column 2 0.23 0.23 1.8 0.19044
Plinth Beam 1 4.54 0.23 0.23 0.240166
Sill Band 1 4.54 0.23 0.1 0.10442
Total 0.535026
Stone masonary works in(1:6) in
cement sand mortar upto road level
with approved quality in perfect line
and level including packing the joints
and curing with necessary scafolding
work including supplying of all
materials,labour, lead and lift, work all
complete as per design, drawing,
specification and approval of site
Engineer.
F cum
1 Zone 1 1 9.5 0.4 5 19
Total 19
Earthwork in Filling:Earth filling in
150 mm thick layer in flooring,
watering, ramming including supply of
filling materials all complete as per
drawing and specification. (using
transported soil from out site).
G cum
1 Zone 1 1 9.5 2 5 95
2 Zone 2 1 5 1 1.8 9
3 Zone 3 1 15 3 0.3 13.5
Total 117.5
Laying of hexagonal concret block of
H approval size approve by engineer sqm
1 Zone 1 1 9.5 1 9.5
2 Zone 2 1 5 1 5
3 Zone 3 1 10 3 30
Total 44.5
Supplying, cutting, fabricating,
transportating, placing and tie, ribbed
reinforcement steel bars including cost
of 16 gauge black annealed binding
wire, spacer bars, lappings, hooks, etc
and support and lead and lift up to 10,
all complete as per specification and
approval of Engineer .
Dia. Of No of No of Bar Total no Cutting Total
Bar Element per Element of Bars Length Wt./ Mtr. Weight
Footing 12 2 10 20 0.6 0.8888889 10.6666667
Column 12 2 4 8 1.8 0.8888889 12.8
Plinth Beam 12 1 4 4 5 0.8888889 17.7777778
Sill Band 12 1 2 2 5 0.8888889 8.88888889
Stirrup 8 1 70 70 0.576 0.3950617 15.9288889
Hook 8 1 40 40 0.23 0.3950617 3.6345679
Total 69.6967901 KG
Abstract of Cost
Estimation of disaster recovery budget for Gaia Holiday Home, Resort Marg, Dhulikhel
S.No. Description of Work Unit Quantity Rate Amount Remarks
Earth preparation in damage
area for starting of work
including cleaning and scarping
of debrises, uprooting roots, solid
wastes, clearing the site including
A all complete. sqm 64.25 100 6425
Earthwork in Excavation:
Earthwork in excavation in soft
soil in foundation, trenches
including timbering and shoring
& 30m Lead and 1.5 m. lift all
complete as per design, drawing
and specification.
B cum 3.64 150 546
Supplying and laying stone
boulder soling in foundation
works complete to line & level as
per specification and direction of
C Engineer cum 0.3 200 60
Brick Masonry works in(1:4) in
cement sand mortar upto ground
floor with approved quality first
class chimney made bricks in
perfect line and level including
wetting the bricks,packing the
joints and curing with necessary
scafolding work including
supplying of all materials,labour,
lead and lift, work all complete as
per design, drawing, specification
and approval of site Engineer.
D cum 12.075 15000 181125
Supply, mixing, transporting,
placing, compaction, protection,
levelling and curing M-20concrete or
1:1.5:3 in volume whichever gives 20
N/mm2 compressive strength for
RCC works as per requirement
including lead and lift up to 10m all
complete as per drawing,
specification and approval of
Engineer
E cum 0.535026 16000 8560.416
Stone masonary works in(1:6) in
cement sand mortar upto road
level with approved quality in
perfect line and level including
packing the joints and curing
with necessary scafolding work
including supplying of all
materials,labour, lead and lift,
work all complete as per design,
drawing, specification and
approval of site Engineer.
F cum 19 7000 133000
Earthwork in Filling:Earth filling
in 150 mm thick layer in flooring,
watering, ramming including
supply of filling materials all
complete as per drawing and
specification. (using transported
soil from out site).
G 117.5 200 23500
Laying of hexagonal concret
block of approval size approve by
H engineer sqm 44.5 1500 66750
Supplying, cutting, fabricating,
transportating, placing and tie,
ribbed reinforcement steel bars
including cost of 16 gauge black
annealed binding wire, spacer
bars, lappings, hooks, etc and
support and lead and lift up to 10,
all complete as per specification
and approval of Engineer .
I KG 69.69679 135 9409.0666667
Installation fo HDPE pipe in
j masonry wall rm 3 1000 3000
Total 432,375.48
VAT 13% 56,208.81
Grand Total 488,584.30
In words: Four Lakhs Eighty Eight Thousand Five Hundred Eighty Four NPR Only/-
Prepared By:
Er. Saroj Sapkota
Civil Engineer
NEC "79384"
Masters in Structural Engineering (Running)
Photographs of Site
Zone 1:
Zone 2:
Zone 3
