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Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 1
INTRODUCTION
M/s. Parsvnath Landmark Developers Pvt. Ltd. proposes Group Housing Project ‘Parsvnath La
Tropicana’ at Magazine Road, Khyber Pass, Delhi. The company has vast experience in planning
and construction of Residential & Commercial projects.
The project was earlier granted Environment Clearance by MoEF. vide letter no. 21-494/2006-IA-
III dated 02nd July 2007 for Plot area 68,168.36 sqm (16.84 acre) and Built-up area 1,33,824.44
sqm. A copy of the EC letter is enclosed as Annexure – I.
The validity of the Environment Clearance was extended by SEIAA, Delhi vide letter no.
DPCC/EC/7451/09/04/2014 dated 03rd June 2014 for same plot and built-up area as of previous EC
i.e. Plot area 68,168.36 sqm (16.84 acre) and Built-up area 1, 33,824.44 sqm, The validity of the
extended EC letter expires on 02nd June 2019. A copy of the EC Extension letter is enclosed as
Annexure – II.
CTE has been obtained from Delhi Pollution Control Committee vide letter no.
DPCC/CMC/2009/19783 dated 16.03.2009. and DPCC/CMC/2014/34764 dated 01.08.2014. CTE
copies attached as Annexure III and IV.
The EC application is being submitted as fresh for the grant of Environmental Clearance
with Built up area of 2, 19,365.762 sq.m with 22 towers. Out of the 22 Towers, 7 Tower is
being completed.
SITE LOCATION AND SURROUNDING
The project site is located at Khyber Pass, Delhi.
The geographical co-ordinates of the project site are 28°41'45.50"N & 77°13'20.99"E
Google earth image depicting 500 m & SoI Toposheet depicting 10 & 15 km around project site are
enclosed as Annexure - V (a) & (b) respectively.
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 2
CONNECTIVITY
The project site is well connected through Baba Gopaldas Sahib Talab Road. NH 1 is approx. 4.6
km away from project site towards West North West direction. The nearest railway station is Old
Delhi Railway station, which is approx. 3.62 km away towards South. Indira Gandhi International
Airport is at a distance of approx. 17 km from the project site towards South West direction.
AREA STATEMENT
The total area of project site is 68158.35 m2 (or 16.84 acre). The detailed area statement is provided
below in Table 1.
Table 1: Detailed Area Statement
S. NO. PARTICULARS AREA (SQ.M.)
1. Total Plot area 68,158.35
2. Area under road widening 450
3. Plot Area for Convenience shopping 1000
4. Plot Area for Group Housing 67,158.35
5. Permissible Ground coverage @ 33.3% of plot area 22,363.73
6. Proposed Ground coverage @ 23.14 % of plot area 15,544.613
7.
Permissible F.A.R @ 2.00 for Group Housing 1,34,316.70
Permissible FAR for EWS (15% of Proposed F.A.R) 20,070.65
Permissible Area for Community Needs & Senior Citizens
recreation (0.6 % of proposed FAR)
802.82
8.
Proposed F.A.R for Group Housing 1,33,804.382
Proposed FAR for EWS 20,179.06
Proposed Area for Community Needs 800
Convenience shopping Area 1000
9. Proposed Non F.A.R
Basement area
63,582.32
10 Total Built-up Area (8+9) 2,19,365.762
11 Maximum Height of the Building (in mtrs.) (upto terrace)
(S+39)
125.65
12 Landscape area (47.08%) 31,620.837
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 3
POPULATION DENSITY
The total population of project will be 3628 persons. Population break-up is given in Table 2:
Table 2: Population Break up
PROJECT COST
The total estimated cost of the project is approx. INR 738 Crore including cost land as well as
development.
WATER REQUIREMENT AND SUPPLY SYSTEM
The total water requirement for the project will be approx. 383 KLD out of which domestic water
demand is 287 KLD. The fresh water requirement will be 201 KLD. The water will be supplied by
Delhi Jal Board. The water calculation is given below in Table 3.
S. No. Description DU PPU Population
1.
Residential Population Main DUs 505 4.5 2273 EWS Units 390 2.5 975 Staff 5% of main DU population 114 Visitors 10% of main DU population 228
Total Residential Population 3590
2.
Convenience Shopping Staff (10% of
total population)
1,000 3 sqm/ person
34
3.
Community Hall Staff (5% of
total population)
800
4
Grand Total Population (1+2+3) 3628
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 4
Table 3: Calculation for Daily Water Demand
S. No.
Description
Occupancy
Rate of Water
Demand (lpcd)
Water Requirement (KLD)
A. Domestic Water
Residents 3248 86 279
Staff (Maintenance + Commercial)
152 30 4.5
Visitors 228 15 3.5
Total Domestic Water 287 KLD
B. Horticulture (31,620.837m2) 3 l/sqm 95 KLD
C. Make up Water for swimming pool ( 150 m2)
0.006/sqm/day 1 KLD
Grand Total (A+B+C) 383 KLD evaporation losses for swimming pool makeup water = 0.006/sqm/day
Table 4: Waste Water Calculation
Domestic Water Requirement 287 KLD Fresh (70% of domestic) 201 KLD Flushing (30% of domestic) 86 KLD Waste Water Generated (80% fresh + 100% flushing)
161 + 86 =247 KLD
STP Capacity 300 KLD (modular)
The water balance diagram of project during rainy and non-rainy season are shown below in figure
1 & 2:
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 5
Figure 1: Water Balance Diagram (Non-rainy season)
FRESH WATER (201 +1 = 202 KLD)
(70% of Domestic water)
WASTE WATER GENERATED
(247 KLD) STP CAPACITY 300 KLD
(Modular)
HORTICULTURE (95 KLD)
@ 80%
FLUSHING (86 KLD)
(30% of Domestic water)
@ 100%
95 KLD
Discharge to External Sewer (17 KLD)
86 KLD
17 KLD
Treated effluent Waste water
@80% 198 KLD
Swimming Pool Makeup water
(1 KLD)
1 KLD
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 6
*Assuming that horticulture water demand will reduce to 50% during rainy season
Figure 2: Water Balance Diagram (Rainy season)
Wastewater Generation & Treatment
It is expected that the project will generate approx. 247 KLD of wastewater. The wastewater will be
treated in onsite STP of 300 KLD capacity. The treated effluent will be reused for flushing &
horticulture. Surplus will be discharged to external sewer.
SEWAGE TREATMENT PLANT
Sewerage System An external sewage network collects the sewage from all units which flows under gravity to the Sewage Treatment Plant. a. Wastewater Details
FRESH WATER (201 KLD)
(70% of Domestic water)
WASTE WATER GENERATED
(247 KLD) STP CAPACITY 300 KLD
(Modular)
HORTICULTURE (47.5 KLD)
@ 80%
FLUSHING (86 KLD)
(30% of Domestic water)
@ 100%
47.5 KLD
Discharge to External Sewer (64.5 KLD)
86 KLD
64.5 KLD
Treated effluent Waste water
@ 80% 198 KLD
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 7
(a) Daily load : 247 KLD (b) Duration of flow to STP : 24 hours (c) Temperature : Maximum 32oC (d) pH : 6.5-8.5 (e) Colour : Mild (f) T.S.S. (mg/l) : 250-400 mg/l (g) BOD5 (mg/l) : 300-400 mg/l (h) COD (mg/l) : 600-700 mg/l
b. Treated effluent (a) pH : 6.0 to 8.5 (b) B.O.D. : <10 mg/l
(c) C.O.D. : <30 mg/l (d) Total Suspended Solids : <20mg/l
c. Treatment Technology MBBR TECHNOLOGY
Moving bed biofilm reactor technology is based on the principle of attached growth process.
Raw sewage is being collected under gravity into the equalization tank after allowing to pass
through the bar screen. Screens have been provided in screen a chamber which is cleaned by
going down to a platform. The bar screen, by removing coarse solids from the sewage help in
protecting the raw sewage pump.
The raw sewage equalization tank, through temporarily holding the incoming sewage facilitates
both pumping of sewage through the STP and dampening the flow variation in the received
sewage. Sewage handling pump has been provided in the Collection cum Equalization tank to
pump the collected waste water to the next treatment tank. Air is introduced in this tank to
prevent any potential foul smell problem & to provide the mixing of wastewater to avoid the
sedimentation of solids in this tank. Air Grid is used for aeration purpose.
The sewage collected in equalization tank is pumped and passed through the moving bed
bioreactor. Bioreactors have been provided for the efficient working and removal of BODs for
the required retention time. The process inside the moving bed bioreactors consists of adding
small cylindrical-shaped polyethylene/polypropylene carrier elements in aerated basins to
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 8
support biofilm growth. The small cylinders are provided with a cross inside the cylinder and
longitudinal fins on the outside. The biofilm carriers are maintained in the reactor by the use of a
perforated plate with appropriate slot at the tank outlet. Air agitation or mixers are applied in a
manner to continuously circulate the packing. The waste water from first bioreactor flows by
gravity through the perforated plate/mesh to the next bioreactor kept in series. Inside the
bioreactors, aerobic bacteria grow in an attached growth from around the moving plastic media
inside the reactors. The bacterium reduces BOD & COD of waste water in the presence of
oxygen provided through the air grids located at the bottom of the reactors. The Process does not
require any return activated sludge flow or backwashing. From the bio-reactors, the effluent
passes by gravity into the clarifier (Tube Settling Tank). Clarifier has a hopper bottom
sedimentation tank provided with appropriate size PVC tube deck media. The suspended solids
settle at the bottom of the tank & clear supernatant overflows to filter feed tank through outlet
launder. The collected sludge at bottom is transferred through pumps to sludge holding tank.
The clear supernatant after Clarifier is collected in to Filter Feed tank. This tank acts as housing
tank for filter feed pumps. The clarified & disinfected water is then fed to filtration unit.
Filtration unit consisting of Dual Media sand filter, activated carbon filter and ultra-filtration
system removes the residual impurities such as odor/color, suspended solids, BOD/COD. The
treated water after the filtration unit is collected in Water Storage tank from where it is
transferred to Flushing Water tank at terrace & the Irrigation system. Excess sludge from the
bottom of the settling tank is removed and transferred to Sludge Holding tank. Air grid has been
provided in this tank to avoid conversion into anaerobic conditions, thickening of sludge and
keep sludge in homogenous condition. The digested & thickened sludge is further thickened
through Sludge Dewatering System (Filter press with screw pump) and disposed off
periodically/reused as manure.
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 9
Figure 3: STP Design
Sewer System
The alignment and slope of the sewer line will follow the road network, drains or natural ground
surface and will be connected to the trunk sewers. The discharge point will be a treatment plant, a
pumping station, a water course or an intercepting sewer. Pumping stations would be provided at
places where the natural slope of the terrain is insufficient to permit gravity flow or the cost of
excavation is uneconomical to do the same.
RAIN WATER HARVESTING
The storm water collection system for the premises shall be self-sufficient to avoid any
collection/stagnation and flooding of water. The amount of storm water run-off depends upon many
factors such as intensity and duration of precipitation, characteristics of the tributary area and the
time required for such flow to reach the drains. The drains shall be located near the carriage way
along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads
shall flow towards the drains. Storm water from various plots/shall be connected to adjacent drain
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 10
by a pipe through catch basins. Therefore, it is proposed to provide 20 RWH pits at selected
locations, which will catch the entire run-off from site.
1) Since the existing topography is congenial to surface disposal, a network of storm water
pipe drains is planned adjacent to roads. All building roof water will be brought down
through rain water pipes.
2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular
intervals for rain water harvesting and ground water recharging.
3) For basement parking, the rainwater from ramps will be collected in the basement storm
water storage tank. This water will be pumped out to the nearest external storm water drain.
4) Peak Hourly rainfall of 45 mm/hr shall be considered for designing the storm water drainage
system.
Rain water harvesting has been catered to and designed as per the guideline of CGWA. Peak hourly
rainfall has been considered as 45 mm/hr. The recharge pit of 4 m length, 3 m Breadth and 2 m
depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed
having 250-300 mm diameter with 160 mm PVC slotted pipe up to a layer where sandy aquifer/
deeper aquifer permeable layer exist. The bottom of the recharge structure will be kept 5 m above
this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the
recharge bore. Design specifications of the rain water harvesting plan are as follows:
Catchments/roofs would be accessible for regular cleaning.
The roof will have smooth, hard and dense surface which is less likely to be damaged
allowing release of material into the water. Roof painting has been avoided since most
paints contain toxic substances and may peel off.
All gutter ends will be fitted with a wire mesh screen and a first flush device would be
installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags
and paper pieces will get arrested by the mesh at the terrace outlet and to prevent
contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed
off.
No sewage or wastewater would be admitted into the system.
No wastewater from areas likely to have oil, grease, or other pollutants has been connected
to the system.
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 11
Calculations for storm water load -
Roof-top area = Ground Coverage = 15,544.613 m2
Green Area = 31,620.837 m2
Paved Area = Total Plot Area – (Roof-top Area + Green Area)
= 68,158.35– (15,544.613+ 31,620.837)
= 20, 992.9 m2
Run-off from green and paved area:
Roof-top Area = 15,544.613 × 0.045× 0.9
= 629.55 m3/hr
Green Area = 31,620.837× 0.045 × 0.2
= 284.58 m3/hr
Paved Area = 20, 992.9 ×0.045 × 0.7
= 661.27 m3/hr
Total Runoff Load = (349.75 + 118.57 + 367.37) m3/hr
= 1575.4 m3/hr
Considering 15 minutes retention time, total volume of storm water = 1575.4 /4 = 393.85 m3
The effective length, breadth and depth of recharge pit is 4 m, 3 and 2 m respectively. Volume of a
single Recharge pit = L X B X H = 4 m × 3 m × 2 m
= 24 m3
Hence No. of Rain Water Harvesting pit required = 393.85 /24 = 16.41 say 17
20 Rain Water Harvesting pits have been proposed for artificial ground water recharge within the
project premises.
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 12
Figure 4: Rain Water Harvesting Pit Design
PARKING FACILITIES
Adequate provision will be made for parking within the project site. Parking details are provided
below:
PARKING REQUIRED:
As per MoEFCC norms = 1 ECS/ 100 m2 Proposed FAR area
= 1, 33,804.382/100
= 1338 ECS
Total parking required as per MoEFCC norms = 1338 ECS
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 13
As per bye-laws = 1 ECS/50 m2 of Proposed FAR
= 1, 33,804.382/50
= 2676 ECS
Total Parking required as per bye-laws = 2676 ECS
PARKING PROPOSED:
Area proposed for Surface parking = 2284.9 m2
Area proposed for 1 ECS of Surface parking = 23 m²
Parking proposed for Surface parking = 100 ECS
Area proposed for Basement -01 Parking = 16310.055 m2
Area proposed for 1 ECS of Basement -01 Parking = 16 m²
Parking proposed for Basement -01 Parking = 1020 ECS (Automated Parking at 2 levels)
Area proposed for Upper Basement Parking = 23399.27 m2
Area proposed for 1 ECS of Upper Basement Parking = 16 m²
Parking proposed for Upper Basement Parking = 1462 ECS (Automated Parking at 2 levels)
Area proposed for Lower Basement Parking = 21565.03 m2
Area proposed for 1 ECS of Podium Parking = 32 m²
Parking proposed for Podium Parking = 674 ECS (Single level parking)
TOTAL PARKING PROPOSED = 100 + 1020 + 1462 +674 = 3256 ECS
POWER REQUIREMENT
The power requirement will be met from Tata Power Delhi Distribution Limited (TPDDL). The
total power requirement for the project will be 4.9 MVA .
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 14
Details of D.G Set
There is provision of 7 nos. of DG sets of total 5030 KVA (3 Nos. 1010 KVA; 1 Nos. 500 KVA; 1
No. 500 KVA and 2 Nos. 625 KVA ) capacity for power back up in the project. The DG sets will
be equipped with acoustic enclosure to minimize noise generation and adequate stack height for
proper dispersion.
SOLID WASTE GENERATION
Solid waste would be generated both during the construction as well as operation phase. The solid
waste during the construction phase comprise of excavated materials, used bags, bricks, concrete,
MS rods, tiles, wood etc. The following steps are proposed to be followed for the management solid
waste:
Construction yards have been provided for storage of construction material within project
site.
The excavated material such as topsoil and stones are being reused for construction.
Excavated top soil is being reused for landscaping development.
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 15
Solid Waste
Construction Waste Food Waste
Construction waste,
Broken Bricks, Waste Plaster
EmptyCement
Bags
Used in re-filling, raising site level
For Road making purpose
Excavated Soil
Top soil conserved for landscaping,
balance & re-filling
As per MSW Rules, 2016
Figure 5: Solid Waste Management Scheme (Construction Phase)
During the operation phase, waste will comprise of domestic as well as horticultural waste. The
solid waste generated from the project shall be approx. 1732 kg per day (@ 0.50 kg per capita per
day for residents @ 0.15 kg per capita per day for visitor, @ 0.25 kg per capita per day for staff and
landscape waste @ 0.2 kg/acre/day).
Following arrangements will be made at the site in accordance to Municipal Solid Waste
(Management and Handling) Rules, 2016.
Table 5: Calculation for Solid Waste Generation from Project (Operation Phase)
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 16
S. No.
Category Occupancy Per Capita Waste
Generation (kg/day)
Waste generated (kg/day)
1. Residents 3248 0.5 1624 2. Staff 152 0.25 38 3. Visitors 228 0.15 34.2 4. Landscape waste 7.81 acre @ 0.2 kg/acre/day 1.56 5. STP sludge 33.71
TOTAL SOLID WASTE 1731.47 say 1732
kg/day
Collection and Segregation of waste
1. A door to door collection system will be provided for collection of domestic waste from
household units.
2. Local vendor will be hired to provide separate colored bins for dry recyclable and Bio-
degradable waste.
3. Adequate number of colored bins (Green, Blue, and Dark Grey bins separate for Bio-
degradable and Non Bio-degradable) are proposed to be provided at the strategic
location within the complex.
4. Litter bin will also be provided in open areas like parks, etc.
Treatment of waste
Bio-Degradable waste
1. Bio-degradable waste will be subjected to composting through Organic Waste Converter to
form manure for use in gardening/horticulture.
2. STP sludge is proposed to be used as manure.
3. Horticultural waste is proposed to be composted and used for gardening purpose.
Recyclable waste
1. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure
after decomposition.
2. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclers.
Non-Recyclable waste
Non-Recyclable waste will be disposed through a local approved agency. The solid waste
management scheme for Operation Phase is depicted in the figure below:
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 17
Figure 6: Solid Waste Management Scheme (Operation Phase)
Organic Waste Converter
A waste converter is a machine used for the treatment and recycling of solid and liquid refuse
material. A converter is a self-contained system capable of performing the following functions:
pasteurization of organic waste; sterilization of pathogenic or biohazard waste; grinding and
pulverization of refuse into unrecognizable output; trash compaction; dehydration.
Benefits of organic waste converter:
1. Large quantity of solid waste is converted to manure in a very short period
2. Manure can be used as compost for gardening
3. Machine requires less space and the efficiency is high
4. Manpower and maintenance is very less
5. This is one of the latest techniques of managing biodegradable solid waste.
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 18
Operation cost of OWC:
Organic Waste Converter - 300 (Dim. 3m × 4m) is proposed to be used for composting waste
120kg/batch or 3000 kg/day & it requires electricity of about 13.5 HP.
No. of batches /day = 3000/120 = 25
No. of batches to convert 1039 kg/day = 1039/120 = 9
Monthly per capita Operation Cost of OWC:
The operating cost of OWC - 300 = 1, 80,000 INR/month
Cost/day = 1, 80,000/30
= 6000/- (i.e. 25 batch/day = 6000/-)
1 batch/day cost = 6000/25
= 240 INR
Cost for 9 batch/day = 9 × 240/-
= 2160/-
Monthly operating cost = 30 × 2160
= 64,800/-
Total residential population of the project = 3248
Operating cost of OWC -300 = 64,800 INR/month
Per capita cost/month = Monthly operating cost/Total residential population of the project (i.e.
3248)
= 64,800 / 3248
= 20 INR
GREEN AREA
The total green area measures 31,620.837 m2 (47.08 % of plot area) which includes area under
greenbelt plantation, avenue plantation and parks.
Evergreen tall and ornamental trees have been proposed to be planted. List of the plantation is given
below in Table 6.
No. of trees required = 1tree/80 sqm of plot area = 68,158.35/80 = 852
Total no. of trees proposed = 852
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 19
Table 6: Proposed Plantation List
DETAILS OF CONSTRUCTION MATERIAL
1. Coarse sand
2. Fine sand
3. Stone aggregate
4. Stone for masonry work
5. Cement
6. Reinforcement steel
S. No. Scientific Name Local Name
1 Cassia fistula Amaltas
2 Delonix regia Gulmohar
3 Buhinia purpurea Koenar
4 Bauhinia variegata Kachnar
5 Peltophorum ferrugineum Copperpod
6 Jacaranda ferrugineum Jacaranda
7 Lagerstroe flosreginae Banaba
8 Grevillea robusta Silver Oak
9 Callistemon lanceolatus Bottle brush
10 Anthocephatus cadamba Kadamb
11 Polyalthia longifolia False Ashok
12 Putranjiva roxburghii Putranjiva
13 Sterculia alata Cola nut
14 Melia azadirachta Bainkan
15 Tamarindus indica Imli
Group Housing Project ‘Parsvnath La Tropicana’ Magazine Road, Khyber Pass, New Delhi CONCEPTUAL PLAN
M/s. Parsvnath Landmark Developers Pvt. Ltd. 20
7. Pipe scaffolding (cup lock system)
8. Bricks
9. CLC fly ash blocks
10. Crazy (white marble) in grey cement
11. P.V.C. conduit
12. MDS, MCBs
13. PVC overhead water tanks
14. 2 1/2'’ thick red colour paver tiles
15. PPR (ISI marked)
16. PVC waste water lines
17. S.W. sewer line up to main sewer
18. UPVC is being used as the Sewer pipe material
19. PVC rain water down take
20. Stainless steel sink in kitchen
21. Joinery hardware- ISI marked
LIST OF MACHINERY USED DURING CONSTRUCTION
(i) Dumper
(ii) Concrete mixer with hopper
(iii) Excavator
(iv) Concrete Batching Plant
(v) Cranes
(vi) Road roller
(vii) Bulldozer
(viii) RMC Plant
(ix) Tower Cranes
(x) Hoist
(xi) Labor Lifts
(xii) Pile Boring Machines
(xiii) Concrete pressure pumps
(xiv) Mobile transit mixer