Detail of Mivan Shuttering

1) Deck Panel: - It forms the horizontal surface for casting of slabs. It is built
for proper safety of workers.

FIG 3.9: - DECK PANEL

2) Deck Prop: - It forms a V-shaped prop head. It supports the deck and bears
the load coming on the deck panel.

FIG 3.10: -DECK PROP

3) Prop Length: - It is the length of the prop. It depends upon the length of
the slab.
 FIG 3.11: - DECK PROP LENGTH

4) Deck Mid – Beam: - It supports the middle portion of the beam. It holds
the concrete.

FIG 3.12: - DECK MID-BEAM

5) Soffit Length: - It provides support to the edge of the deck panels at

their perimeter of the room.
 FIG 3.13: - SOFFIT LENGTH

6) Deck Beam Bar: - It is the deck for the beam. This component supports the
deck and beam.

FIG 3.14: -DECK BEAM BAR

) Beam Side Panel: - It forms the side of the beams. It is a rectangular structure and is
cut according to the size of the beam

FIG 3.5: BEAM SIDE PANEL

2) Prop Head for Soffit Beam: - It forms the soffit beam. It is a V-shaped
head for easy dislodging of the formwork.
 FIG 3.6: PROP HEAD FOR SOFFIT BEAM.

3) Beam Soffit Panel: - It supports the soffit beam. It is a plain rectangular

structure of aluminium.

FIG 3.7: BEAM SOFFIT-PANEL

4) Beam Soffit Bulkhead: - It is the bulkhead for beam. It carries most of the bulk load.

FIG 3.8: - BEAM SOFFIT BULKHEAD

1) Internal Soffit Corner: - It forms the vertical internal corner between the walls
and the beams, slabs, and the horizontal internal cornice between the walls and the
beam slabs and the beam soffit.

FIG 3.15: -INTERNAL SOFFIT CORNER

2) External Soffit Corner: - It forms the external corner between the

components

FIG 3.16: -EXTERNAL SOFFIT CORNER

3) External Corner: - It forms the external corner of the formwork system.

FIG 3.17: - EXTENAL CORNER

4) Internal Corner: - It connects two pieces of vertical formwork pieces at

their exterior intersections. Fig 3.18
FIG 3.18: - INTERNAL CORNERS
1) Wall Panel: - It forms the face of the wall. It is an Aluminium sheet properly cut to fit
the exact size of the wall

WALL PANEL

2) Rocker: - It is a supporting component of wall. It is L-shaped panel having

allotment holes for stub pin.
 ROCKER

3) Kicker: - It forms the wall face at the top of the panels and acts as a ledge
to support

KICKER

4) Stub Pin: - It helps in joining two wall panels. It helps in joining two joints

STUB PIN

Erecting formwork for Construction

The formwork is designed using the most economical assortment of panel sizes with the
help of the state-of-the art design software. The use of the software along with the
experience and skill of the designers ensures an efficient construction process by
incorporating the optimum assembly procedures, economical panel selection and
ultimately minimizing capital and operational costs.
Erection of Platform

Striking of formwork
Positioning of Platform
 Removal of Kicker

Innovation in Construction Technology

he traditional mode of construction for individual houses comprising load bearing walls
with an appropriate roof above or reinforced concrete (RC) framed structure construction
with infill masonry walls would be totally inadequate for mass housing construction
industry in view of the rapid rate of construction. Further, such constructions are prone to

poor quality control even in case of contractors with substantial resources and experience.
 “For undertaking mass housing works, it is necessary to have innovative
technologies which are capable of fast rate construction and are able to deliver good
quality and durable structure in cost effective manner”.…..(Shrikande., et.al,2005)
Several systems are adopted at different places in the world; eventually the
systems which are reasonably economical and easy for operation with skilled labor are
useful in India. Certain systems are in vogue and more and more contractors are trying to
bring in new technologies. These are essentially based on the basis of mode of
construction, namely, pre-cast construction or in-situ construction.

Cast-in-Situ Construction
Pre-cast and cast-in-situ are techniques that are used for quick construction. Pre-
cast includes the wall-panel units and slab units directly added to building structure. The
use of aluminium also evolved as one of the technique for quick construction by use of
aluminium and steel (tunnel) formwork. As a matter of fact the cost of the formwork
may be up to 25% of cost of the structure in building work, and even higher in bridges, it
is thus essential that the forms are properly designed to effect economy without
sacrificing strength and efficiency.
Certain patented systems based on imported technologies such as “Mascon
System” (Canada), “Mivan System” (Malaysia) have come on the Indian scene in recent
years. In these systems traditional column and beam construction is eliminated and
instead walls and slabs are cast in one operation at site by use of specially designed, easy
to handle (with minimum labor and without use of any equipment) light weight pre-
engineered aluminium forms. Rapid construction of multiple units of a repetitive type can
be achieved with a sort of assembly line production by deployment of a few semi-skilled
labors.
The entire operation essentially comprises fitting and erecting the portion of
shuttering as already determined (the optimization in use is determined by appropriate
planning) and then carrying out concreting of the walls and slabs. Props are so designed
that they stay in position while de-shuttering of slabs and/or takes place. The dimensional
accuracy of the formwork is of high order. Therefore any possibility of errors does not
rise.

“3-S” SYSTEM OF PRECAST CONSTRUCTION

An engineered system of building construction, namely “3-S” system was

developed by B.G.SHIRKE CONSTRUCTION TECH LTD., for achieving, speed,
strength, safety and economy in construction practices. The system involves structural
elements such as pre-cast hollow column shells pre-cast concrete beams, light weighed
reinforced cellular autoclaved concrete slabs for floor and roofs constituting the basic
structural formwork. The “3-S” system involves activities for construction of building
such as:

I. Cast in-situ sub-structure including foundations, stem columns, plinth beams, plinth
masonry.
II. Erection of partial pre-cast components, jointing of these components using cast in-
situ concrete with appropriate reinforcement.
III. Lying of reinforced cast in-situ screed over slab panels, construction of panels,
construction of walling, flooring, plastering, water proofing etc.

Achieving the “3-S” system in the MIVAN formwork is quite easy. MIVAN
formwork has got the unsurpassed speed of construction due to saving time for required
time in masonry and plastering. The strength of raw aluminium is very less but when
alloyed with other materials prove to be strong enough to use as a formwork . To ensure
safety in the site, an integrated safety/ working platform is developed which ensures labor
safety during erection and striking of the formwork. Economy is also one of the main
factors of any system. The MIVAN formwork proves to cost efficient as it can be used
efficiently for 250 times.
Present Technologies Available in INDIA

Some of the advanced technologies of formwork catering to the speed of

construction are given below:
To name a few:-
1) The Prefabrication Technology
The Pre-cast concrete elements in roofs, floors and in walls have become more
common as these eliminate shuttering; centering & plastering labor and saves
material cost.

Prefabricated Technology (Raymond, 2001)

2) Tunnel Formwork Technology

It is a technology constructing large no of housing within short time using steel
forms to construct walls & slabs in one continuous pour.

Tunnel formwork (Raymond, 2001)

3) Outinard Technology
Outinard’s superior engineering, the use of high quality steel and High Performance
quality control result in a vastly superior Wall Form system.
 Outinard Technology (Raymond, 2001)

4) Mascon Technology
The Mascon Construction System is a system for forming the cast in-place concrete
structure of a building. It is also a system for scheduling and controlling the work of other
construction trades such as; steel reinforcement, concrete placement, and mechanical and
electrical trades.

Mascon Technology. (Raymond, 2001)

 Formwork Assembly
MIVAN aims in using modern construction techniques and equipment in all its projects.
On leaving the MIVAN factory all panels are clearly labeled to ensure that they are easily
identifiable on site and can be smoothly fitted together using the formwork modulation
drawings. All formwork begins at a corner and proceeds from there.

Wall Assembly Details

SIMPLICITY – PIN AND WEDGE SYSTEM

The panels are held in position by a simple pin and wedge system that passes through
holes in the outside rib of each panel. The panels fit precisely, simply and securely and
require no bracing. Buildings can be constructed quickly and easily by unskilled labour
with hammer being the only tool required. Once the panels have been numbered,
measuring is not necessary. As the erection process is manually, tower cranes are not
required. The result is a typical 4 to 5 day cycle for floor – to – floor construction.

EFFICIENT – QUICK STRIP PROP HEAD:

One of the principal technical features which enables this aped to be attained using a
single set of formwork panel is the unique V shaped a prop head which allows the ‘quick
strip’ to take place whilst leaving the propping undisturbed.
The deck panels can therefore be resumed immediately.
 Construction with MIVAN
A) PRE – CONCRETE ACTIVITIES
a) Receipt of Equipment on Site – The equipments is received in the site as ordered.
b) Level Surveys – Level checking are made to maintain horizontal level check.
c) Setting Out – The setting out of the formwork is done.
d) Control / Correction of Deviation – Deviation or any correction are carried out.
e) Erect Formwork – The formwork is erected on site.
f) Erect Deck Formwork – Deck is erected for labours to work.
g) Setting Kickers – kickers are provided over the beam.

After the above activities have been completed it is necessary to check the
following.
1. All formwork should be cleaned and coated with approved realize agent.
2. Ensure wall formwork is erected to the setting out lines.
3. Check all openings are of correct dimensions, not twist.
4. Check all horizontal formwork (deck soffit, and beam soffit etc.) in level.
5. Ensure deck and beam props are vertical and there is vertical movement in the prop
lengths.
6. Check wall ties, pins and wedges are all in position and secure.
7. Any surplus material or items to be cleared from the area to be cast.
8. Ensure working platform brackets are securely fastened to the concrete.

B) ON CONCRETE ACTIVITIES
At least two operatives should be on stand by during concreting for checking
pins, wedges and wall ties as the pour is in progress. Pins, wedges or wall ties missing
could lead to a movement of the formwork and possibility of the formwork being
damaged. This – effected area will then required remedial work after striking of the
formwork.
Things to look for during concreting:

i. Dislodging of pins / wedges due to vibration.

ii. Beam / deck props adjacent to drop areas slipping due to vibration.
iii. Ensure all bracing at special areas slipping due to vibration.
iv. Overspill of concrete at window opening etc.

POST – CONCRETE ACTIVITIES

i) Strike Wall Form- It is required to strike down the wall form.
ii) Strike Deck Form- The deck form is then removed.
iii) Clean, Transport and stack formwork
iv) Strike Kicker Formwork – The kicker are removed.
v) Strike wall – Mounted on a Working Platform the wall are fitted on
next floor.
vi) Erect Wall – Mount Working Platform and the wall is erected.
Normally all formwork can be struck after 12 hours.

The post-concreting activities includes:

CLEANING
All components should be cleaned with scrapers and wire brushes as soon as they
are struck. Wire brush is to be used on side rails only.
The longer cleaning is delayed, the more difficult the task will be. It is usually
best to clean panels in the area where they are struck.
 TRANSPORTING
There are basic three methods recommended when transporting to the next floor:
i. The heaviest and the longest, which is a full height of wall panel, can be carried up
the nearest stairway.
ii. Passes through void areas.

iii. Rose through slots specially formed in the floor slab for this purpose. Once they
have served their purpose they are closed by casting in concrete filter.

STRIKING
Once cleaned and transported to the next point of erection, panels should be
stacked at right place and in right order. Proper stacking is a clean sign of a wall –
managed operation greatly aids the next sequence of erection as well as prevents
clutters and impend other activities.

Speed of Construction
Work cycle
MIVAN is a system for scheduling & controlling the work of other connected
construction trades such as steel reinforcement, concrete placements & electrical inserts.
The work at site hence follows a particular sequence. The work cycle begins with the
deshuttering of the panels. It takes about 12-15hrs. It is followed by positioning of
the brackets & platforms on the level. It takes about 10-15hrs simultaneously.
 The deshuttered panels are lifted & fixed on the floor .The activity requires 7-10
hours. Kicker & External shutters are fixed in 7 hrs. The wall shutters are erected in 6-8
hrs One of the major activity reinforcement requires 10-12 hrs. The fixing of the
electrical conduits takes about 10 hrs and finally pouring of concrete takes place in these.
This is a well synchronized work cycle for a period of 7 days. A period of 10-12
hrs is left after concreting for the concrete to gain strength before the beginning of the
next cycle. This work schedule has been planned for 1010-1080 sq m of formwork with
72-25cu m of concreting & approximate reinforcement.
The formwork assembling at the site is a quick & easy process. On leaving the
MIVAN factory all panels are clearly labeled to ensure that they are easily identifiable on
site and can be smoothly fitted together using formwork modulation drawings. All
formwork begins from corners and proceeds from there.
The system usually follows a four day cycle: -

Day 1: -The first activity consists of erection of vertical reinforcement bars and one side
of the vertical formwork for the entire floor or a part of one floor.

Day 2: -The second activity involves erection of the second side of the vertical formwork
and formwork for the floor

Day 3: - Fixing reinforcement bars for floor slabs and casting of walls and slabs.

Day 4: -Removal of vertical form work panels after 24hours, leaving the props in place
for 7 days and floor slab formwork in place for 2.5 days.

Design Aspects of MIVAN

Buildings are compared as:

i) Conventional RC columns, beams, and slab construction

(RC moment resisting framed structure)

ii) RC load-bearing walls and slabs.

In the case of RC moment-resisting framed structures, the horizontal forces due to wind
or earthquake are resisted by the frames resulting in the bending moments in columns to
resist bending moment and vertical loads would be more than that required to resist
vertical loads without bending moment. Similarly, additional reinforcement will be
required in beams at supports.
In the case of RC load-bearing walls, monolithic casting of slab along with RC
walls results in a box type structure, which is very strong in resisting horizontal forces
due to wind or earthquake. In view of large depth of shear walls, the resulting stresses
due to bending moment and vertical loads are smaller and in many cases, concrete alone
is capable of resisting these forces.

On evaluating these alternatives, it is seen that the beam column frame system in the
following.
i) Performs poorly against earthquake forces compared to RCC wall and slab
construction. Recent changes in the IS Codes, as well as recommended good practice
demand provision of additional reinforcement comply with ductility requirements.

ii) The sizing and detailing of columns needed to be –that they are 20% stronger than
beams they support.

Economics of MIVAN formwork

Table 3.8.2: - Effect of construction speed on the cost of flat.
(Courtesy: Jogeswari Vikhroli link road, NNP Nivara Parishad,MMRDA)

Description Construction Speed

A B C D
Construction speed 3 flats/day 4 flats/day 5 flats/day 6 flats/day
Period of const. 23 months 18.7 months 16.2 months 14.2 months
Forming area 741.9 989.2 1236.5 1483.8
Misc formwork 55.5 55.5 55.5 55.5
Total formwork to 797.4 1044.7 1292 1539
be ordered
Cost of formwork 14353200 18804600 23256000 27707400
Two third of the 9568800 12536400 1550400 18471600
loaded cost
Profit & Overhead 1435320 1880460 2325600 2770740
15%
Total Rs. 11004120 14416860 17829600 21242340
Cost per flat, Rs 9825 12872 15919 18966

Note:
Construction period is calculated as follows:
Average 22 pouring of concrete are considered per month.
About 3 months are required for mobilization and getting plinths ready.
About 3 months are required for finishing.
Cost of formwork = $ 360; dollar Exchange Rate = Rs50; No of flats = 1120
(Weight of aluminium formwork = 24 kg/m²).

Limitations of MIVAN Formwork

Even though there are so many advantages of MIVAN formwork the limitations cannot
be ignored. However the limitations do not pose any serious problems. They are as
follows: -
1) Because of small sizes finishing lines are seen on the concrete surfaces.

2) Concealed services become difficult due to small thickness of components.

3) It requires uniform planning as well as uniform elevations to be cost effective.

4) Modifications are not possible as all members are caste in RCC.

5) Large volume of work is necessary to be cost effective i.e. at least 200 repetitions
of the forms should be possible at work.

6) The formwork requires number of spacer, wall ties etc. which are placed @ 2 feet
c/c; these create problems such as seepage, leakages during monsoon.

7) Due to box-type construction shrinkage cracks are likely to appear.

8) Heat of Hydration is high due to shear walls.

Remedial Measures

In external walls, ties used in shutter connection create holes in wall after
deshuttering. These may become a source of leakage if care is not taken to grout the
holes. Due to box-type construction shrinkage cracks are likely to appear around door
and window openings in the walls. It is possible to minimize these cracks by
providing control strips in the structure which could be concreted after a delay of
about 3 to 7 days after major concreting. The problem of cracking can be avoided by
minimizing the heat of hydration by using flyash.

CASE STUDY: MIVAN Formwork

COMPLETED PROJECT WITH MIVAN FORMWORK
SPAGHETTI at KHARGHAR

Location: Navi – Mumbai.

Country: India.
Client: CIDCO and L&T ECC
Scope: 4 No. Blocks on each floor of 4, 5, 6, and 7 Storey Apts.
Design: Load Bearing wall & slab.
Cycle: 4 days per floor.
System formwork: 6000 sq.mt.
Contract Start Date: November 2003.
Project Type (s): High rise, residential building having 16 buildings in all.
Architect: Hafeez Contractor

The building in plan made an angle of 1720, 168º and 1610 with each other. The quality
of construction is maintained at the site with the use of RMC. The RMC plant has a
capacity of producing 90 cubic meter of concrete of concrete per hour. The concrete used
was of 25 grades. The construction from foundation up to stilt is done with conventional
practice while the upper floors are constructed using ‘MIVAN’ technology. The
construction company has imported three sets of aluminium forms. The cost is about
Rs.500/- sq.ft as against Rs.650/- sq.ft using conventional methods. Thus it can be said
that even though the cost of construction is little bit high it has an unmatched quality
compared to the conventional method.
MIVAN formwork played a vital role in the construction of the project. The
project was completed not only on stipulated period of time but also paid off with its
attributes. Speedy & quality dwelling units were provided to the people of low income
groups at very reasonable costs. MIVAN is a definitely future of this ever growing
construction industry with lots of project still awaiting its touch of excellence.

Conclusion and Inference on the

effectiveness of Mivan Formwork
The task of housing due to the rising population of the country is becoming increasingly
monumental. In terms of technical capabilities to face this challenge, the potential is
enormous; it only needs to be judiciously exploited.
Civil engineers not only build but also enhance the quality of life. Their creativity
and technical skill help to plan, design, construct and operate the facilities essential to
life. It is important for civil engineers to gain and harness the potent and versatile
construction tools.
Traditionally, construction firms all over the world have been slow to adopt the
innovation and changes. Contractors are a conservative lot. It is the need of time to
analyze the depth of the problem and find effective solutions. MIVAN serves as a cost
effective and efficient tool to solve the problems of the mega housing project all over the
world. MIVAN aims to maximize the use of modern construction techniques and
equipments on its entire project.
We have tried to cover each and every aspect related to aluminium (MIVAN) form
construction. We thus infer that MIVAN form construction is able to provide high quality
construction at unbelievable speed and at reasonable cost. This technology has great
potential for application in India to provide affordable housing to its rising population.
Thus it can be concluded that quality and speed must be given due consideration
with regards to economy. Good quality construction will never deter to projects speed nor
will it be uneconomical. In fact time consuming repairs and modification due to poor
quality work generally delay the job and cause additional financial impact on the project.
Some experts feel that housing alternatives with low maintenance requirements may be
preferred even if at the slightly may preferred even if at the higher initial cost.

• Formwork for the New Age

MIVAN Formwork, comparison of aluminum formwork technology &
conventional system, reduced total cost of a ground-plus-seven building, Mivan's
box type construction proves much advantageous, earthquake resistant structure

o Introduction to Construction Industry

A brief introduction to construction industry globally in general, and India
in particular. mivan formwork is discussed in this report.

▪ HousingScenario in India
Housing scenario in India. mivan formwork is discussed in this
 report.

▪ Innovation in Construction Technology

Innovation in construction technology. Mivan formwork is
discussed in this report.

o What is a Formwork?
What is a formwork? Why is it important? get answers to all these
questions... Mivan formwork is discussed in this report.

▪ Requirements of a good formwork

What are the Requirements of a good formwork? Mivan formwork
is discussed in this report.

▪ Classification of Formwork
What are the different types of formwork, and how can they be
classified... Mivan formwork is discussed in this report.

▪ Loads acting on Formwork

What are the different Loads acting on Formwork? Mivan
formwork is discussed in this report.

▪ Aluminium Formwork

All the information about Aluminium Formwork. Mivan

formwork is discussed in this report.

▪ Comparison - Aluminum Formwork VS Conventional Formwork

Comparative Analysis and study of Aluminium Formwork.
Comparison with Conventional formwork. Mivan formwork is
discussed in this report.

o What is MIVAN Formwork?

What is MIVAN Formwork? Why is it revolutionary? History and
background of MIVAN Formwork.

▪ Modular Aluminium Formwork

Modular Aluminium Formwork. Mivan formwork is discussed in
this report.

▪ FormworkAssembly
MIVAN Formwork Assembly information

▪ Construction
with MIVAN
How can we use MIVAN for construction?

▪ Erecting formwork for Construction

Erection of MIVAN Formwork.

• Components of MIVAN Formwork

Different Components of MIVAN Formwork.

o Beam Components
Beam Components of MIVAN Formwork.

o Deck Components
Deck Components of MIVAN Formwork.

o Other Components
Other Components of MIVAN Formwork.

o Wall Components
Wall Components of MIVAN Formwork.
 • Software Application to Formwork Design
Software Application to Formwork Design

• Site Management
Why is Site Management an essential component to efficient construction?

• Speedof Construction
how does the use of MIVAN Formwork affect Speed of Construction?

• Design Aspects of MIVAN

Design Aspects of MIVAN

• Economics of MIVAN formwork

What makes use of MIVAN formwork more economical than conventional
formwork?

• Quality
Advantage of MIVAN
How does MIVAN formwork improve quality of Construction?

• Limitationsof MIVAN Formwork

What are the Limitations of MIVAN formwork?

• CASE STUDY: MIVAN Formwork

A CASE STUDY: MIVAN Formwork SPAGHETTI at KHARGHAR in Navi
Mumbai. A design of Hafez Contractor... how the use of MIVAN improved the
overall quality of the project and brought down costs, as well as speeded u
construction.

• Conclusion - MIVAN Formwork

Conclusion - Why is MIVAN Formwork superior to conventional formwork?

• References
References in making the report- MIVAN Formwork

Contents
• Formwork for the New Age

▫ Introduction to Construction Industry

▫ Housing Scenario in India

▫ Innovation in Construction Technology

▫ What is a Formwork?

▫ Requirements of a good formwork

▫ Classification of Formwork

▫ Loads acting on Formwork

 ▫ Aluminium Formwork

▫ Comparison - Aluminum Formwork VS Conventional

Formwork

▫ What is MIVAN Formwork?

▫ Modular Aluminium Formwork

▫ Formwork Assembly

▫ Construction with MIVAN

▫ Erecting formwork for Construction

• Components of MIVAN Formwork

▫ Beam
Components

▫ Deck Components

▫ Other Components

▫ Wall Components

• Software Application to Formwork Design

• Site Management

• Speed of Construction

• Design Aspects of MIVAN

• Economics of MIVAN formwork

• Quality Advantage of MIVAN

• Limitations of MIVAN Formwork

• CASE STUDY: MIVAN Formwork

• Conclusion - MIVAN Formwork

• References

• Site Map
Mivan Formwork System Share:

Accessories
We are offering a wide range of Mivan products which are used in varios industries as
per their applications.
Standard Pin
We are offering standard pins which
are known for its high tensile strength
and corrosion resistance
Request for
Quotation
Stub pin
Our prices compare most favorably
with quotations you can get from
others.

Request for
Quotation
Wedge Pin
We offer high quality wedge pin.
Request for
Quotation
Wall Tie
They are also called wall ties, which
are manufactured to meet the
requirement of today's various
pouring methods they are made of
cold rolled steel.we continually prefer
quality control testing to ensure that
all of our ties yield a minimun pull
strength.

Request for
Quotation
Long Pin
We offer high quality Pins to our
clients.
Request for
Quotation
Industrial Fasteners
Our clients can avail from us a wide
range of fasteners which is
manufactured using superior quality
raw material.These fasteners are
highly durable and resistant to
corrosion.
Request for
Quotation
Threaded Rods
Threaded rods are used for centrel
AC also used in various other
industry applications. We offer
threaded rods that are made using
quality raw material including high
strength steel. These threaded rods
are also used for MALLS and
construction industries for plumbing
and electrical purposes

Request for
Quotation
Wedge Bolt
Wedge bolt is a connection device for
modular concrete forms and is used
to tighten adjoining and securing
concrete forms in place. It is made up
of high strength heat treated steel.
Request for
Quotation
Expansion Anchor Bolt
We offer a wide array of anchor
fasteners to choose from. These
fasteners are available in various
designs and sizes depending on the
area of application. Fasteners are
mostly used in heavy machinery
installation and thus need to be highly
resistant to corrosion. Anchor
fasteners also need high strength
capabilities to facilitate the
installation of heavy machinery.

Request for
Quotation
Welding Stud
We specialize in offering a wide
range of special metal Studs that are
fabricated from high graderaw
material. Known for their attributes
of light weight, corrosion resistance
and rust-resistance, these are
available in various sizes and
specifications.
Request for
Quotation
B-form Tie
We offer B-Form tie.
Request for
Quotation
B-Nut
We are offering high tensile brass
nuts. Our specialized range of these
nuts can be used for attaching
machine's thread fastener.

Request for
Quotation
Chain Roller
We offer efficient and durable range
of chains roller that are used in many
power transmission designs.
Request for
Quotation
Combo Pin
This pin passes completely through
2" aluminum fillers and connects
adjoining panels with a wedge.

Request for
Quotation
Flathead Pin
The flathead pin is used when
pinning through a single rail or when
placing concrete against an existing
wall....
Request for
Quotation
D-Conev (45mm)
Our product D-cone is used to
concrete construction.

Request for
Quotation
Wedge
We are instrumental in offering a
wide range of wedge that is used to
secure many types of timber
formworks and prevent concrete blow
outs. Developed with the aid of latest
technology, these wedges can easily
drill a hole into the slab, put a steel
pin into the hole and create a well
defined edge. Being sturdy in
construction and dimensionally
accurate, these wedges are
extensively used in construction
industry to lift and align steel plates
and separate flanges on pipe when
replacing gaskets.
Request for
Quotation
D-Cone(35mm)
We are offering D-cone which is
used to concrete construction....

Request for
Quotation
Implosion Nut
Our range of implosion nuts are made
from high quality steels.
 Request for
Quotation
Clamp & Accessories
We are offering high quality clamps &
accessories.

Features:
• Very easy to operate
• Substantially cost saving and
reduce the working time
• Increased working safety
• Increased work efficiency

Request for
Quotation

Loading..
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 Share:
Scaffolding Products

Durability and reliability are some of the features that have made our range of
scaffolding in the market. Customized as per the specifications of our clients, these are
appreciated for high performance.
Cuplock
 Cuplock
We have been catering to wide
requirements of our clients in the
construction industry by
manufacturing a wide range of
cuplock scaffolding. Fabricated as per
the specifications of our clients these
are acclaimed for high durability and
wear resistance.Cuplock Standards
have cup joints welded at every
500mm or 1000mm intervals, thus
offering levels for working & also for
bracing the standards while using in
the slab support when loaded.These
scaffolding cuplock are available in
the following sizes:
• 2500 mm
• 2000 mm
• 1500 mm
• 1250 mm or as required

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Quotation
Standards & Ledger
Durability and reliability are some of
the features that have made our range
of wedge scaffolding in the market.
Customized as per the specifications
of our clients, these are appreciated
for high performance.Wedgelock
Standards are made from standard
scaffold tubes or heavy duty tubes
depending on the loading conditions.
They have V pressing welded at 495
mm centres which provides 4 way
connections for the ledgers. When
adjustable stirrup heads are to be used
over the standards, open ended
standards are used at the top of the
scaffold.

Specifications :

Code Effective
No. Length (M)
With spigot
1059 3000
end
With spigot
1059 2000
end
Open
1060 2000
ended
Open
1061 1500
ended
1062 1000
Request for
Quotation
Adjustable Jack
Adjustable base jack has a solid steel
stem/hollow tube stem of
32/36/38mm diameter which has a
nut restraint to ensure the stem
always has a minimum engagement
into the Standard of 150mm. The
Adjustable base jack is capable of
accepting twin 100mm. wide bearers.

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Quotation
Adjustable Stirrup Head
Designed to support joists. Heads can
be installed in to either a prop or
scaffold tube.

This unit provides up to 350mm of

adjustment.
• Sizes32mm Dia, 225 mm adj.,
350 mm long
• Sizes32mm Dia, 350 mm adj.,
450 mm long
• also available in36 mm Dia
solid bar with jack nut (Lug
type)
Request for
Quotation
Base Plate
Specifications:

Sizes: Plate size 150 mm x 150 mm x

6 mm with spigots/pins for fixing
with 40 N. B. scaffolding pipe

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Quotation
Cross Brace & Diagonal Brace
Cross Brace :It can be used in bracing
in the width of the scaffold. The
pivoting wedge lock fitting locate in
the 'V' pressings on the standards. It
can be used in the same plane as the
transom.

Diagonal Brace:The Diagonal Brace

is used for bracing the scaffolding
diagonally with the pivoting wedge
lock fitting by inserting in the V
pressing on standard.
Request for
Quotation
Bridging & Adjustable Ledger
Scaffolding bridging item are used to
provide working platform complete
with necessary guardrails for vehicle
passage.

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Quotation
Frame System
Features:
• Our Frame system are Light
Weight
• These Frame sets are Flexible,
easy to install and dismantle
• Frame System are Dynamic, can
be extended or joined with
additional units
• Frame systems Can achieve a
wider roof span
• Out Frame System Has higher
safety factor
• Aesthetic frame systems, due to
decorative geometrical
structural pattern
• Best Frame System because of
Fast site installation, without
any disturbances to other site
jobs
Request for
Quotation
Forged Clamps
Our products are designed for fast,
efficient on-site installation. Zinc-
coated and chrome passivated (unless
otherwise indicated on this website),
for maximum corrosion prevention,
they require virtually no maintenance.
Additionally, all scaffold fittings are
supplied with fully captive nuts. All
our scaffold fittings are designed to
accommodate British Standard
48.3mm O/D scaffold tube, unless
otherwise stated. We operate a
rigorous quality assurance policy. All
products are produced in accordance
with British and European standards
and manufactured to the requirements
of EN ISO 9001.

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Quotation
Pressed Steel Clamps
Our products are designed for fast,
efficient on-site installation. Zinc-
coated and chrome passivated (unless
otherwise indicated on this website),
for maximum corrosion prevention,
they require virtually no maintenance.
Additionally, all scaffold fittings are
supplied with fully captive nuts. All
our scaffold fittings are designed to
accommodate British Standard
48.3mm O/D scaffold tube, unless
otherwise stated. We operate a
rigorous quality assurance policy. All
products are produced in accordance
with British and European standards
and manufactured to the requirements
of EN ISO 9001.
Request for
Quotation
Ledger & Cantilever Frame
Ledgers have forged blade ends
which fit in the cup joint on the
standard. They can be used in variety
of Ledger size combinations to suit
required bay size.

Cantilever Frames support the

formwork beyond the external
periphery of the slab. The frames
have blade ends for locating in the
cup joint & accept adjustable jacks in
three positions of 1.2m,.

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Quotation
Steel Platform Boards
SCAFFOLD BOARD This is
manufactured in various lengths upto
12 Mtr. This has a width of 228 mm
and 38 mm depth with antiskid surface
on top. Can come with or without
hooks to sit on the tubular or the angle
transoms. Finish painted , pre-
galvanised or hot dip galvanised.
Request for
Quotation
One-two-three Board Bracket
This Bracket recieve 1, 2 or 3 Board
of 9 inch width as per your
requirement.

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Quotation
Beam Support Bracket
Beam Support Bracket are used to
support the drop beams encountered
within the regular slab support grid.
This eliminates the need for the beam
bottoms to be propped up from the
ground. The Beam Brackets are
capable of receiving adjustable jacks
for reaching the beam bottom level.
Request for
Quotation
Intermediate Transom
Intermediate Transom provides a safe
mid-bay support for 38mm scaffold
boards. They hold the ledgers in their
jaw sections and prevent the central
bending of the platform boards.

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Quotation
Adjustable Spans & Adjustable Props
Available with us is a wide range of
spans and props which is fabricated
using superior quality raw material.
These are customized as per the
specifications of our clients and are
known to offer optimum performance
even in rugged conditions.
Request for
Quotation
Shuttering Clamp
We offer clients a wide range of
shuttering clamps that are available in
stainless steel finish. These are
available in different dimensions
including lengths like 400, 500, 600,
700, 800, 900, 1000, 1200, 1500,
1800 and 2000 mm. Further, we can
also offer these in different widths
and compressive strengths.

• length: 60 to 120 cms

• width: 25 to 30 mm
• thickness: 5, 6 &8m

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Quotation
Adjustable Telescopic Prop
HEAVY DUTY PROP:
Specifications:

Props-101
HEAVY DUTY PROP
Close Ht./
Wt. (Kg)
Open Ht.
(Mtr.)
1.07/1.82 11
1.75/3.12 16.7
1.98/3.35 18.4
2.59/3.95 20.2
3.20/4.87 24.2

LIGHT DUTY PROP:

Specifications:

Props-102
LIGHT DUTY PROP
Close Ht./ Wt.
Open Ht. (Kg)
(Mtr.)
0.25/0.50 3.3
0.50/0.80 4.1
0.70/1.30 5
1.00/1.80 5.9
1.60/2.90 9.7
2.00/3.60 10.7
2.50/4.50 11.7
 3.00/5.00 13.4

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Quotation

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Shuttering & Centering Materials

We are an authorised dealers of pragati densified shuttering plywood. Pragati

manufactures a superior film faced densified shuttering plate (FFDSP) capable of a high
level of performance for varied uses in the construction industry like building bridges,
tunnels, heavy industries power plant, defense structures & other concrete structures.
Pragati Densified Shuttering Plywood
Pragati densified shuttering
plywood is manufactured from
selected veneers peeled from
hardwood plantation and treated with
specially manufactured phenolic resin
for longer durability and better
performance. The surface of
Shuttering plywood is over laid with
1870 GSM Phenol Impregnated Film.
The sides are resealed by acrylic
paint to preserve moisture absorption
and swelling. The entire process of
manufacturing veneers, resins, film
and densified plates is completed in-
house using modern and well-
equipped plant with German
collaboration, shuttering plywood can
be supplied in size upto 11’x5’
ADVANTAGES OF
SHUTTERING PLYWOOD
Pragati FFDSP has 30% more layers
of veneers resulting superior nailing,
screw holding properties and load
bearing capacity. The product has
300% more retention of resin then ISI
grade shuttering and is therefore a
better product than ISI grade
plywood. Using pragati shuttering
plywood results in substantial cost
saving since it can be used up to 40
times for shuttering applications. It
improves construction speed and
reducers manpower requirements. It
is the ideal framework material for
precast, concrete molds since it is free
from dents, non-corrosive and
imparts and evenly fine finish on the
concrete surface. This result in
additional cost saving since no
replastering or finishing is required.

USES OF SHUTTERING
PLYWOOD
• In construction
business for
walls. Columns, slabs, beams
etc.
• In chemical factories for
packing.
• Truck body manufacturing

TECHNICAL PROPERTIES
SHUTTERING PLYWOOD

Ref.
Properties Value
Standard

Density (gm/cc) IS : 0.96

4990:1993

Tensile Strength
(N/mm²) 85
Along the grain 49
Across the grain

Cross Breaking
Strength IS : 4990: 102
Along the grain 1993 67
Across the grain

Glue Shear
Strength
Dry State 150
Along the grain IS : 1734 part 140
Across the grain 4 140
Wet State 130
Along the grain
 Across the grain

Modulus of
LOAD
Elasticity ELASTICITY
(KG)
(N/mm²)

200 mm
470 10669
span

300 mm
155 11875
span

400 mm
70 12712
span

500 mm
40 14188
span

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Quotation
Silver Wood
It is most commonly used shuttering
wood for slab. Various sizes available
such as: 3" x 1.5" / 4" x 1.5" / 3" x 2"
/ 4" x 3" and 1.5" thick planks.
Request for
Quotation
Pine Wood
Imported from Newzealand, this
shuttering timber comes with
minimum tolerance in size unlike
silver wood and exact length viz
8'/10'/12'.

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Quotation
Assam Bamboos
At present, Bamboo is replacing
timber, plastic, and metals in different
industries that is an ideal solution to
save the earth from global warming.
Assam has a standing crop of strong
bamboo.
Request for
Quotation
GI Corrugated Sheet
AES Inc. is a renowned suppliers of
galvanized corrugated sheets/ plain
sheets. The wide array of our
products are in accordance to Indian,
ASTM, JIS, Euro, Ethiopian
standards. We supply our broad
product range as stretch leveled and
skin passed in variety of grades like
deep drawing and ordinary. The
diverse product offering of our
company has raised the growth chart
of our company.

Our products can be availed in the

following features:
• Thickness 0.14 mm to 0.80 mm
• Width: Plain 400 mm to 1080
mm
• Corrugated 665 to 1000 mm
• Length 1600 to 4500 mm
• Zinc Coating 80 to 275 GSM
• Coil weight 5 MT max

• Coil ID 508 mm
 Request for
Quotation
Galvanized Steel Coils / Plain Sheet
(gp)
AES Inc. supplies high quality
products like galvanized sheet coils
that are supplied in the form of
stretch leveled and skin passed in
different grades like deep drawing
and ordinary. The products as they
are specifically developed in
accordance to various international
and domestic quality standards like
Indian, ASTM, JIS, Euro, Ethiopian
etc.

The array of our galvanized plain

& corrugated sheets/coils has the
following features:
• Thickness 0.14mm to 0.80mm
• Width: Plain 19mm to 1000mm
• Zinc Coating 80 to 275 GSM
• Coil weight 5 MT max.

• Coil ID 508

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Quotation

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