Phase of Building

Building Detail
(Professional Practice II)
Submitted By:Ghulam Mustafa Joyia P.P (II)
Roll No:11011505-119
SUBMITTED TO: SIR SHOAIB SHABIR B.Arch
School of art Design and Architecture

Building Detail
SUBMITTED BY:GHULAM MUSTAFA JOYIA P.P (II) ROLL NO:11011505-119 PAGE NO1
Phase of Building Consist of Two Major Part.
Sub, Super structure sub is the part of building which partially buried in the earth and the super
structure is a part which a visible part of building so.
Sub structure part and detail of construction material as per am attach my project on start.
Site work out before construction:
Control and Protection
Sr.
No
Description of Material in sub
structure
Qty. Location or place of use CSR-Ref
1 Demolished and salvaged
materials
Area of
construction
Site area and service area 03-18-c
2 Water quality / Place of construction 03-16-a
3 Dewatering / Foundation /
Site Clearing
Sr.
No
structure
1 Clearing operations
1- Mulching
2- Grubbing
3- Removal of topsoil
Construction
area and
where dig
out the
base.
clearing the areas of cut and
fill and areas to be occupied
by construction, paving,
landscape work or to other
designated areas.
Remove the site surface,
scrap, grass, vegetable
matter and organic debris,
scrub, trees, timber, stumps,
boulders and rubble.
03-16-c
Excavation
Sr.
No
structure
1 Extent
1- Marking
2- Existing services
3- Foundations
Construction
area and
where dig
out the
base.
Excavate to give the levels
and profiles required for
construction, site services,
paving, and landscaping.
locate and mark existing
underground services in the
areas. identify location of
underground utility services
pipes and cables.
03-60-c

Building Detail
Surface Preparation
Sr.
No
structure
1 General
1- Source of fill
2- Fill types
3- Moisture content
4- Required density
5- Anti-termite
As/project placing fill, ground slabs or
load bearing elements,
remove loose material,
debris, organic matter and
material.
fill free from organic matter.
inorganic, non-perishable
material suitably graded and
capable of compaction
Moisture content: Adjust the
moisture content of fill
during compaction.
Compact the subgrade and
each layer of fill to the
required depth and density
26-15
Foundation Excavation
Sr.
No
Description of Material
in sub structure
Ratio and quality Qty. Location or
place of use
CSR-Ref
1 Survey, Lay ought and
leveling
As/drawings Foundation,
Base of
column
03-23-c
2 Excavation Laying p:c:c 1:4:8 of
boundary wall layer
under foundation
/ with
excavator
Trimming by
person
Temporary
walls to retain
deep
foundation
soil by planks
03-23-c
3 leaning or P.C.C P:C:C 1:4:8 having min
compressive cube
strength 1000 psi at 28
days Plain Cement
Concrete including
placing, compacting,
finishing and curing
(ratio1:2:4).
/ in foundation
1:4:8 or
basement is
1:3:6. But, in
car park area,
the
proportion
should be
1:2:4.
06-05-f

Building Detail
4 Column base
1- Supply and
fabricates M.S
Reinforcement
for cement
concrete (Hot rolled
deformed bars Grad-
40,60
Column providing and
laying cast in situ
structural cement
concrete specified
1:1.5:3 with min
compressive strength
of 4000 psi at 28 days.
/ if deep
foundation (
for basement
or a service
lift or a load
bearing wall )
somewhere
else then
leaning with
R.C.C Base.
06-06-a-02
06-07-b
5 service trenches
1- Excavation
2- Trench widths
3- Backfilling
Filling, Watering and
ramming earth under
floor with
surplus earth from
foundation etc.
Structural back filling
using common material
available at
site.
/ make
trenches
straight
between
personnel
access ways.
Keep trench
widths to the
minimum
consistent
with the
laying and
bedding of
the relevant
service and
construction
of personnel
access ways
and pits.
Backfill
service
trenches as
soon as
possible after
laying the
service.
03-16-a
03-60-c
6 Footing brick work 1st class Brick Masonry
(1:5) in Foundation
Pacca brick work in
foundation and plinth
in cement, sand
mortar 1:5
/ work in
foundation
and back fill
according to
ground level.
06-06-b-03
07-04-a-04
7 Finish floor level and
D.P.C
1- Horizontal
2- Vertical
38 to 50mm thick layer
of cement concrete
1:2:4 including
/ horizontal on
wall section
and vertical
D.P.C indoor
06-22-a-02
06-24-b-02

Building Detail
bitumen coat, 1-layer
polythene & 1 coat
bitumen (2"
thick)
Vertical Damp Course
c/s plaster 1-layer
polythene 2
coats Ratio 1:4 (0.75"
thick)
in rooms from
F.F.L to
Horizontal
D.P.C
Site work construction:
Super structure
Sr.
No
Description of
Material in sub
structure
Ratio and quality Qty. Location or place of
use
CSR-Ref
1 Brick work Pacca brick work
in ground floor in
cement, sand
mortar
1:5
Ratio 1:2 ,1:3, 1:4
1:5 ,1:6 ,1:7 ,1:8
As/drawings Walls niches and cavity
walls
07-05-a-04
2 Opening below
lintel
Iron Door Frame
20G Providing
Fixing Finishing,
Complete
/ Windows and doors
Wooden Door/Door
Lock Fixing Finishing,
Complete
12-52-d
3 Lintel Reinforcement
steel providing
and laying deform
steel grade 60
structural
reinforcement
steel including
over laps not
mentioned in the
drawing min yield
strength 60000 psi
and ultimate
strength 90000 psi
/ Load divide above the
opening laid in
Beams, Columns &
other structural
members, insitu or
precast Type B
(1:1.5:3)
06-06-b-02
4 Slab cement ratio 1:2:4
min compressive
strength 3000 psi
at 28 days.
RCC in Roof Slab,
Beams, Columns
First class tile roofing,
consisting of 4" (100
mm) earth (25 mm)
mud plaster with Gobri
leeping over ½" thick
cement plaster 1:6
with 34 lbs 1.72
06-06-a-02

Building Detail
& other
structural
members, insitu or
precast Type B
(1:1.5:3)
Cement plaster
3/8" (10 mm) thick
under soffit of
R.C.C.
1:2,1:3,1:4
Kg/sq.m hot bitumen
coating sand blinded,
provided & sub-
sequent floors,
respectively. over 2
layers of tiles
12"x6"x1¼" laid in 1:6
cement mortar with ½"
(13 mm) thick sand
layer of 1:6 cement
mortar, including 1:2
cement pointing
underside of tiles,
complete, including
curing, etc.
5 Opening above
lintel
Reinforced brick
work in lintel of
openings, laid in
1:3
Hollow Flush Door
1.5" - 2" thick
including iron
mongery
excluding chowkat
and lock:
Commercial
Veneered.
/ Wash room or
ventilator Aluminum
Windows With
Window
Frame/sliders/Window
Glass Providing Fixing
Finishing, complete
12-52-d
6 Slab poring R.C.C Work 1:2:4 / Conveyed and placed
as per good
engineering practice
using Chenab sand and
margualla crush
including new steel
form work scaffolding
etc. complete in all
respects as per entire
satisfaction of
client/consultant
06-06-a-02
7 Parapet Cement sand
mortar 1:3, 1:4
/ Brick work with
concrete special
elements
07-05-a-04
8 Brick work first
floor
Ratio 1:2 ,1:3, 1:4
1:5 ,1:6 ,1:7 ,1:8
/ First floor wall as per
the project properties.
07-05-a-04
9 Detailing (interior
and exterior)
Cement sand
mortar 1:2 ,1:3
/ Layout of furniture and
interior decoration.
/

Building Detail
10 Plaster Cement Plaster
3/8” thick under
soffit of RCC roof
slabs only up to
20' height: (1:4)
/ Covering form weather
effect and create a
visual mass unit of
architectural play.
11-10-c
11 Flooring Laying P.C.C
(1:4:8) 4" Thick
Laying P.C.C
(1:2:4) 3" Thick
Provide and lay
topping of
concrete 1:2:4
including
surface finishing
and dividing in
panels 1.5" thick.
/ Fixing The Floor Tile
with The Motor (1:1)
Complete.
Fixing The Wall Tile
with The Bond
Complete
Flooring according to
use of the space.
Provide and lay marble
fine dressed stone
flooring on
surface in white
cement complete 3/4"
thick (Badal, Silky.
Black, White, Sunny
Grey or Equivalent).
10-15-b
10-26-a

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