Methodology of Works
Installation at site for activities as per scheduled work programmed
Items
Excavation
Building
Screed
Water Proofing
Footing
Concrete Design
(RCC)
Curing
Protection Board
Backfilling Up to
footing level
Compaction
Cover
Kickers
Placing
Reinforcement
Stub
column/Waterproofing/Back
filling/ Pl in the beam
Compaction under the Ground
floor slab and ant termite
treatment as well as blinding
Waterproofing
Screed Placing of BRC
Mesh / Approval
Concreting of the Ground floor
slab
Column Concreting
Slab and beam Reinforcement
Curing of the slab
Removal of
shuttering
Block works
Internal
Rendering
Hand railing
Removal of
shuttering
Aluminum
Glass Fixing
False ceiling
GRC
Ironmongery
Marble Flooring
Ceramic tile
Terrazzo tiles
Internal Painting
Road Works
Interlocking
Payment
Main and side
Entrance door
Steel Structure
Works
Method Statement
Depth of Excavation Datum Level Compaction
Dispatching excavated material for testing
Shoring to excavation C/L of pit excavation as per drawing
Size of the blinding based on the footing size Thickness of the blinding Design approval of mix concrete MAS approval for
Cement, Aggregate, Water, Sand,
Design Approval Thickness of the screed Level & line
MAS Approval as per properties mentioned in specification Application procedure as per manufacture catalog Thickness of the membrane Protection.
Size of the footings Shuttering materials finish C/L of the footing with respect to grid line.
Trial cube to be taken based on the approved design
mix List of the machinery available at site like vibrator,
Water and power availability.
Hessian clothes minimum for five days with
pounding and covering sides by Hessan clothe and
continues sprinkling water
Cleaning the surf ace of the side of the footings as
well as stub column and apply with proper lap as per
Make sure that excavated material which is been used
for backfilling has properties as per specification, if
not then contractor should get imported backfilling
material with approved test results
Proper compaction to be done and where ever mass
excavation has been done their contractor should
take compaction test.
Cover to be check on all four side
Thickness of kickers to be check Design mix of
kickers if it is site mix then trial cube test results
must be obtained by the contractor
No lap will be allowed on any junction of the floor
and all reinforcement of the column will be stager
and lap length will be above the slab level (stager)
Periodic testing of the reinforcement to be done as
per specification.
Same as per concreting of the footings
In layer filling to be done (Not exceed
then150 mm), Minimum
98% of compaction results to be obtained.
After receiving results of ant termite
treatment to be done and no movement is
allowed after the anti-termite treatment,
cover with polythene sheet and carry out
blinding
Same as footing level Same as footing level
MAS approval to be cheek along with
sample and properties of BRC
Mesh Proper lap length to be provided
Same as concreting of footing/stub column
MAS of Butterfly, Inspection of shuttering material, and inspection of plumb and reinforcement as per drawing
Inspection of shuttering, If any opening
provided as per drawing, M&E Shop drawing
approvals of concern area of casting the slab,
All conduits/sleeves MAS
Approval, Bar bending schedule need to be
check as well as detailing of tying of
reinforcement needs to be check, Height of the
slab as per drawing, Shuttering support system
needs to be check as well as design
of supporting props to the slab to be reviewed
Minimum seven days in water with
1 *1 bund and filled with full of water
follow the specification as per height in areas
effected need to be agree with contractor prior to
carry out the concerting
Check the strength of the block work as well as
testing results are been taken current or previous.
Layout of the block work to be done at site and
contractor should submit the inspection request for
checking the layout at First layer, second, layer of
starting after the skirting level and third, after starting
the layer above the lintel level Make sure that shop
drawing in concern area where ever block works
have been started has been approved or any opening
has been showed are matching with construction
drawings. All the conduits to be mostly to avoid the
chasing in the block works. Flexile sheet MAS need
to be reviewed. To provide soft joint between block
works and concrete work. If any block work is
exceeding in length mort then 6 meters then Joint to
be provided.
passed through the block work
Size of the opening as per architectural drawing Hold
fast MAS approval Line and level. Thickness of the
shutter to be check, Fixture like screws, Hinges MAS
approval required prior to start the installation at site.
If installation being done with painting then color
shade need to be approved for which MAS to be
submit and thickness in micron need to be check for
painting. Prior to fabrication shop drawing need to be
submit for the Comments/ Approvals.
First at site mock up to be made for the approval and
to reviews the quality of the fabrication as well as
finishes. All material which being used in fabrication
needs to be approved. Fixing detail to be agreed at
site. Line level, Grouting, and shop drawing need to
submit and obtained the approval prior to start
the fabrication.
First of all, sample needs to submit
along with RAL color shade and section detail. For
the approval. After approval of the sample shop
drawings need to submit along with the calculation of
the frame section to protect from the wind specially
for bigger window
Glass thickness needs to be check, and Sealant color
to match with frame color, if it is stained glass then
shop drawing needs to submit along with design and
different shade of color.
After fixing the glass proper protection to be make
available so that while handing over the building so
that all the glass will be neat and clean if not then it
has to be clean.
Sample to be submitted with MAS sheet, Shop
drawing need to submit for each floor wise and
integrated layout of all services which are falling in
false celling needs to be shown and
submit for approval, one mock up panel to be made
at site.
MAS approval sheet along with the same and catalog
need to be submit, Color code, fixing screws sample
and safety measures to be taken into account. by
contractor
MAS need to submit along with sample board and
delivery intimation. With different catalog and
sample of the specify product. (Contractor should d
arrangement of spare cylinder if the delivery time is
more so that the finish rooms can be protected from
dust and other interferences ..
MAS approvals to be submitted along with different
sample, shop drawing need to submit at every floor
with pattern as shown in
drawing, Method of cutting the stone to be proposed
by the contractor (No hand cut will be permitted) All
the marble back water proofing need to be apply for
which MAS need to be submit, If it is on the wall then
cavity filling Design need to be submit by the
contractor, and for dry fixing the stainless steel clamp
need to be submit for approval along with design and
calculation for making the size of stainless steel
clamp. (One Mock up panel to be done on the wall
and floor prior to start the executions of the work)
MAS To be submitted along with different sample
and test result of the ceramic titles as per the
specification ,water proofing MAS to be submitted
for the floor ceramic tile as per the specification. And
shop drawing need to submit for each toilet block
separate and mortar approval to be taken along with
grout color.
MAS to be approved with sample Shop drawing
needs to be submitted, Layout to be agreed with
engineer. Joint thickness to be agreed with grout
color, Lactation of the joint to be agreed with
contractor /Client
MAS to be approved along with shade card and
property of the paint as per the specification Mock up
panel to be done with different alternative
Method of application to be check with approve
manufacturers Protection toward the ground floor
from the dust to be done All window
glasses opening to be protected.
MAS to be approved for design mix of asphalt, sub
base, and all the properties of asphalt to be check,
Spot levels to be taken, for filling measurement,
Method of applications to be agreed with the
contractor, core test to be taken after complication of
the work, Road signs to be apply after one week of
the completion of the job
MAS to be approved with sample, Test results to be
check for interlocking, (Specially strength) ,
Shop drawing to be submitted along with MAS of the
material which being used in Gate, Sample picture to
be submitted for selection of the Pattern of MS gate.
While casting the Gate column Hinges to be inserted
with proper encourage length of the bolt
MAS approval to be submitted, Method of
application to be check as per the supplier
recommendations and specification. Also need to
check the properties of the material as mentioned in
specification. Steel structure works allow for
fabricate, supply and installation of steel framework
comprising column, trusses, bracings & Profile
roofing sheet etc.