ABSTRACT SHEET
PROJECT NAME : CONSTRUCTION OF RESIDENCE FOR Mr. K.A.K.SENEVIRATHNE
DATE
: 2020-09-17
SECTION D
Excavating
EXCAVATION AND EARTH WORKS
S/Excavation top soil for
Site preperation
preservation, average depth
S/Site preperation for clearing
150mm and disposal on site.
site vegitation 3.0m away from
106.73
outer column pit edge
Say 107.0m
D.2.1.1
2
faces < 2.0m,
104.43
2
Say 104.0m
267.49
Say 267.0m
2
Excavation column pit, hight
not exceeding 1.0m
Nr/Removing trees and strumps
girth 500-1000mm, filling voids
with selected meterial as
instructed by the engineer
3
equal, total depth < 2.0m,
distance between opposite
faces < 2.0m,
59.2
-13.8
45.4
C/Excavation column pit, hight
1000-2000mm
Say 45.0 m
Say 03 nr
Say 7.0 m
D.1.2.1
118.37
-13.94
D.7.2.2
140.82
S/Earthwork support for column
pits, using category type ii or
D.1.1.1
Say 7.0 m
D.2.4.1
Earthwork support
S/Earthwork support for
foundation, using category type
ii or equal, total depth < 2.0m,
distance between opposite
3
2
D.7.2.1
1.20
1.80
4.32
6.48
13.8
D.2.4.2
Nr/Removing trees and strumps
girth 1120-2500mm, filling voids
with selected meterial as
instructed by the engineer
D.1.2.2
C/Excavation trenches, width
>300mm and depth not
exceeding 1.0m
49.94
52.95
Say 50.0 m
D.2.5.1
3
C/Excavation trenches, width
>300mm and depth
1.0m - 2.0m
-3.01
49.94
Disposal
Disposal of ground water
item
Say item
D.8.2
Filling
C/Filling under floor up to make up
level with selected material,
maximum thickness 450mm,
watered & compacted in 150mm
thick layers
32.35
3
Say 32.0 m
D.9.3.1
C/Back filling with imported soil,
filling to make up level laying
with 150mm hight layers and
well rammed.
17.75
18.15
-0.4
3
SECTION F
CONCRETE WORKS
SECTION F2
Form work
Say 18.0 m
E2.3.1
SECTION G
SECTION G2
17.75
SECTION F1 Insitu concrete
S/75mm thick G15 screed in to
concrete for column bed, pord
sand bed.
Say 8.0 m
F1.2.1
S/Form work for column & pier
using class iii or equal timber
F2.1.2.2
STONE WORK
S/600mm wide Random Ruble
Masonary, vertical foundation,
using by 150x225mm ruble, in
1:5 cement sand motar.
2
S/150mm thick G15 screed
concrete , pord in to trench
ground.
5.49
Say 5.00
F1.2.1
SECTION F3
Reinforcemnt in insitu concrete
M/Tor steel 16mm reinforcement
up to length, bend to shape
and place in position, tied with
GI binding wire.
0.15
Say 0.150 M.ton
F3.2.2.1
C/300mm thick G25 column bed,
reinforcement concrete for
pord on to screed concrete.
60.94
Say 61.0 m
G2.1.1.1
S/450mm wide Random Ruble
Masonary, vertical foundation,
using by 150x225mm ruble, in
1:5 cement sand motar.
M/Tor steel 10mm dia
up to length, bend to shape
and place in position, tied with
GI binding wire.
0.073
G2.1.1.1
Say 0.073 M.ton
F3.2.1.6
M/Mild steel 6mm dia
up to length, bend to shape
and place in position, tied with
GI binding wire.
0.022
F1.2.2.2
C/G25 reinforced concerte in
foundation, column & pier on
plan <0.5m
2
Say 0.49m
F1.2.2.3
Say 0.022 M.Ton
F3.1.1.6
3
SECTION H
WATER PROOFING
2
S/450mm wide 25mm thick 1:3
cement sand motar horizontal
Damp proof course on
random ruble masonary,
including appying two coats
of hot tar and blinding with
sand.
6.21
Say 6.00 m
H.2.2.1
2