Preface The report has been made under the rules and regulations of CSVTU. The report basically consists of the location and facilities of city prime, different tests performed at construction site, methodology of work, materials and equipments used and live problems identified at the construction site. The report has been made under guidance of Er. V.K. Pandey. We sincerely thank him for giving his precious time and guidance. We are acknowledged to have our
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Preface
The report has been made under the rules and
regulations of CSVTU. The report basically
consists of the location and facilities of city prime,
different tests performed at construction site,
methodology of work, materials and equipments
used and live problems identified at the
construction site. The report has been made under
guidance of Er. V.K. Pandey. We sincerely thank
him for giving his precious time and guidance. We
are acknowledged to have our training work at
Rishabh city prime.
IntroductionThe Rishabh City Prime is a new concept of
residential apartments consists of 11 towers each
having 20– 2&3 BHK flats. Special care has been
taken in planning to place all flats as corner flats to
ensure sufficient light and ventilation. The 16
towers are assigned as A, B, C, D, E, H, I, J, K, L,
M blocks. Each block is of G+ 5 types. The
Rishabh Prime city is shown in a layout below:-
The super buildup area of each flat is 974 sq. ft.
The plan of one floor is shown below:-
Amenities at rishabh primeI) Badminton court
II) Gymnasium with modern equipment
III) Club house for indoor games
IV) Furnished AC guest rooms
V) Garden with beautiful landscaping
VI) Concrete road & covered drain
VII) Adequate street lights with power backup
Project teamY.L. Chandak – Architect
R.K. Sarda – Structural Engineer
Lalit Jain – Financial Advisor
Rajkumar Shukla – Legal Advisor
V.K. Pandey, Shahid Khan – Project Engineer
Rishabh builder projectsOther than Rishabh city prime, Rishabh Builders
are constructing Rishabh Green City which
contains high, medium and lower range of semi
detached duplex and single flats such as Ruby,
Topaz, and Pearl which are respectively shown in
the plan below:-
RUBY
TOPAZ
PEARL
Building materialsCement: The cement used for construction is the
Birla AA1 cement. The cement is Portland
pozzolana cement fly ash based as per
IS1489:1976. The use of pozzolana (fly ash) in
cement reduces segregation & bleeding. The
addition of pozzolana to the cement is nearly about
30%.Some of the test result for cement is:
Initial setting time of the cement - 159 min
Final setting tine of the cement - 294 min
Finess of cement is nearly 93% passing.
Specific gravity of cement – 3.14
Compressive strength of cement –
3 days strength – 260 kg/sq.cm
7 days strength – 340 kg/sq.cm
Aggregates: The aggregates are divided as coarse
aggregates (grit) & fine aggregates (sand). The
aggregates are coming from SLC, RLC aggregate
quarries.
Coarse aggregates: Aggregates retained on 4.75
mm IS sieves are the coarse aggregates. The
nominal sizes of coarse aggregates for concrete
mix design are 20mm.The coarse aggregates. The
aggregates used are angular in shape which
provides good bonding strength. The grit used is
sandstones.
20mm
Fine aggregates: The aggregate passing through a
4.75 mm IS sieves are the fine aggregates (sand).
The sand used is coarse sand for making the
concrete and other is the plaster sand. The sand
should confirm to the latest IS: 383.
Steel: The steel used as the reinforcement o
concrete are in the form of rods. These rods are of
Thermo Mechanically Treated (TMT) type. The
TMT rods using is GOEL TMT, HARIOM TMT.
The TMT using is Fe 500 that is its yield strength