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Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 1
PFR
INTRODUCTION
The Mixed Land Use Project, “Madhav Menon University” is to be developed by M/s. India
Knowledge City Foundation. The project site is located at Plot No- 3, Sector-17A, Yamuna
Expressway, Greater Noida, U.P. on a land measuring 2,02,315 m2. Project will have
following facilities:
Main Block-1 & 2 (Academic)
Boys’ & Girls’ Hostel University Block
Guest House
Commercial Block
Residential Block
As per the MoEFCC Gazette Notification No. S. O. 3252 (E) dated 22.12.2014; colleges, and
hostel for educational institutions are exempted from Environmental Clearance.
Hence, in the present EC application, Main Block 1 & 2 (Academic), and Boys’ & Girls’ hostel
have not been considered which constitute the University Block.
Environment Clearance is being sought for Commercial Block, Residential Blocks and Guest
House only.
SITE LOCATION AND SURROUNDINGS
The project site is located at Plot No- 3, Sector-17A, Yamuna Expressway, Greater Noida UP.
The geographical co-ordinates of site are 28°21'49.59"N, 77°32'36.44"E.
Google Earth Image & SoI Toposheet showing project site & surroundings within 500 m and
10 + 15 km radius are attached as Annexure I (a) & (b).
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 2
CONNECTIVITY
The project site is well connected through 60 m road, Yamuna Expressway.
The nearest railway station is Dhankaur Railway Station, about 11 km away from the project
site in ENE direction. Indira Gandhi International Airport is about 47.96 km in NW direction
from the project site. NH-91 is 16.91 km away in ENE direction.
AREA STATEMENT
The total plot area of project is 2,02,315 m2
(or 49.99 acre). The detailed area statement is
provided below in Table 1:
Table 1: Detailed Area Statement
S. No. Particulars Area
(m2)
%
1 Total Plot Area 2,02,315 100
2
Minimum Permissible Plot area for University (Main
Block 1, 2 (Academic), Boys’ & Girls’ hostel and
Play field) @75%
1,51,736.25
3 Proposed Plot area for University (@80.229%) 1,62,315 80.229%
4 Maximum Permissible Plot Area for Residential
Block (10%) 20,231.50
5 Proposed Plot Area for Residential Block (@ 9.885%) 20,000 9.885%
6 Maximum Permissible Plot Area For Commercial
Block (@10%) 20,231.50
7 Proposed Plot Area for Commercial Block (@
9.885%) 20,000.00
9.885%
8 Permissible FAR for University Block (@1.75) 2,84,051.25
9 Proposed FAR for University Block (@0.353) 57,232.756
10 Permissible FAR for Residential Block (@3) 60,000
11 Proposed FAR for Residential Block (@2.984) 59,679.153
12 Proposed FAR for Guest House 1808.54
13 Permissible FAR For Commercial Block (@ 2) 40,000.00
14 Proposed FAR For Commercial Block (@ 1.9997) 39,993.131
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 3
15 Permissible Facility area for University Block
(@15%) 42,607.68
16 Proposed Facility area for University Block
(@3.13%) 5077.76
17 Permissible Facility Area For Residential Block (@
15%) 9000
18 Proposed Facility Area For Residential Block (@
13.19%) 7914.344
19 Proposed Facility Area For Guest House 397.53
20 Permissible Facility Area for Commercial Block (@
15%) 6000
21 Proposed Facility Area For Commercial Block (@
9%) 3587.388
22 Proposed Stilt Area for Residential Block 2287.612
23 Proposed Podium Area for Residential Block 12,656
24 Proposed Basement Area for Residential Block 16,184
25 Proposed Non-FAR Area (balcony) for Guest House 124.92
26 Proposed Basement Area for University Block 6374.27
27 Proposed Basement Area for Commercial Block 16,184
28 Built-up area of University Block (9+16+25) 68,684.78
29
Total Built-up Area of Residential Block,
Commercial Block & Guest House (excluding
University)
[11+12+14+18+19+21+22+23+24+25+27]
1,60,817
30 Permissible Ground Coverage for University Block
(@35%) 56,810.25
31 Proposed Ground Coverage for University Block
(@7.08%) 11,494.3
32 Permissible Ground Coverage for Residential Block
(@35%) 7081.25
33 Proposed Ground Coverage for Residential Block
(@22.06%) 4519.83
34 Proposed Ground Coverage for Guest House 665.461
35 Permissible Ground Coverage for Commercial Block
(@40%) 8092.6
36 Proposed Ground Coverage for Commercial Block
(@39.97%) 7995.68
37 Total Green Area (38.44%) 77,780.107
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 4
38 Roads & Paved Area 99,859.622
39 Maximum height of the building (till terrace) 65.15 m
Table 2: Built –up Area Calculation (Residential Block, Commercial Block & Guest House)
S. No. Particulars Area (sq. m)
1 Proposed FAR Area for Residential Block 59,679.153
2 Proposed Facility Area for Residential Block 7914.344
3 Proposed Stilt Area for Residential Block 2287.612
4 Proposed Podium Area for Residential Block 12,656
5 Proposed Basement Area for Residential Block 16,184
6 Proposed FAR Area for Commercial Block 39,993.131
7 Proposed Facility Area for Commercial Block 3587.388
8 Proposed Basement Area for Commercial Block 16,184
9 Proposed FAR Area for Guest House 1808.54
10 Proposed Facility Area for Guest House 397.53
11 Proposed Non-FAR (balcony) Area for Guest
House
124.92
Total Built-up Area 1,60,817
POPULATION DENSITY
The total population of the Residential Block, Commercial Block and Guest House will be
approx. 10,817 persons. The detailed population breakup is given below in Table 3:
Table 3: Population Break-up
S.
No.
Description DU/FAR (m2) Criteria
Total
population
1. RESIDENTIAL BLOCK 3519
Residents 680 DU 4.5 PPU 3060
Staff (@5%) 153
Visitors (@10%) 306
2. COMMERCIAL BLOCK 39,993.131 6 m2/person 6665
Staff (@20%) 1333
Visitors (@80%) 5332
3 GUEST HOUSE VISITORS 1808.546 3 m2/person 603
Staff (@5%) 30
GRAND TOTAL 10,817
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 5
WATER REQUIREMENT
Yamuna Expressway Industrial Development Authority will be the source of water during
Operational Phase. The total water requirement for the project (excluding University Block)
will be approx. 619 KLD, out of which domestic water demand is 445 KLD. Fresh water
requirement for the project will be 259 KLD, however, one time fresh water demand will be
619 KLD. The daily water requirement calculation is given below in Table 4:
Table 4: Calculation for Daily Water Demand
S. No. Description Occupancy Rate of water
demand (lpcd)
Total Water
Requirement
(KLD)
A. DOMESTIC WATER
Residents 3060 86 263
Guest House
Visitors
603 86
52
Staff (total) 1516 30 45
Visitors (total) 5638 15 85
Total Domestic Water demand 445 KLD
B. HORTICULTURE 77,780 m2 2 lt./sqm/day 156
C. DG COOLING*
(2 x 1250 kVA) 0.9lit/kVA/hour 18
TOTAL WATER 619 KLD
*Taking 8 hours/day operation for DG sets
Table 5: Wastewater Calculations
S. No. PARTICULARS
WATER
(KLD)
1. Domestic Water Requirement For Residents + Guest
House Visitors 315
Fresh (@ 70% of domestic) 220
Flushing (@ 30% of domestic) 95
2. Waste water Generated (@80% fresh + 100%
flushing) 176+95 = 271 KLD
3. Domestic Water Requirement For Commercial Block 130
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 6
Fresh (@ 30% of domestic) 39
Flushing (@ 70% of domestic) 91
4. Waste water Generated (@ 80% fresh + 100%
Flushing) 31 + 91 = 122 KLD
5.
Total Waste water (Residential + Commercial +
Guest House) 271 + 122 = 393
KLD
6. STP Capacity 470 KLD
The water balance diagram is shown below in Figure 1.
Figure 1: Water Balance Diagram
FRESH WATER
(259 KLD)
WASTEWATER
(393 KLD)
STP CAPACITY = 470 KLD
HORTICULTURE*
(156 KLD)
@ 80%
FLUSHING
(186 KLD)
@ 100%
156 KLD
Wastewater
186 KLD
13 KLD
@ 90%
354 KLD
Treated effluent
DG COOLING
(13 KLD)
*During rainy season, horticulture water demand will reduce by 50%
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 7
Wastewater Generation & Treatment
It is expected that the project (excluding University Block) will generate approx. 393 KLD of
wastewater. The wastewater will be treated in onsite STP of 470 KLD capacity.
The treated from STP will be reused within the project site for flushing, horticulture and DG
cooling. Surplus treated effluent during rainy season will be discharged to external sewer.
SEWAGE TREATMENT TECHNOLOGY
SEQUENTIAL BATCH REACTORS (SBR) TECHNOLOGY
SBR reactors are industrial processing tanks for the treatment of wastewater. SBR reactors
treat waste water such as sewage or output from anaerobic digesters or mechanical biological
treatment facilities in batches. Oxygen is bubbled through the waste water to reduce
biochemical oxygen demand (BOD) and Chemical oxygen demand (COD) to make suitable for
discharge into sewers or for use on land. While there are several configurations of SBRs the
basic process is similar. The installation consists of at least two identically equipped tanks with
a common inlet, which can be switched between them. The tanks have a “flow through”
system, with raw wastewater (influent) coming in at one end and treated water (effluent)
flowing out the other. While one tank is in settle/decant mode the other is aerating and filling.
At the inlet is a section of the tank known as the bio-selector. This consists of a series of walls
or baffles which direct the flow either from side to side of the tank or under and over
consecutive baffles. This helps to mix the incoming Influent and the returned activated sludge,
beginning the biological digestion process before the liquor enters the main part of the tank.
There are four stages to treatment, fill, aeration, settling and decanting. The aeration stage
involves adding air to the mixed solids and liquid either by the use of fixed or floating
mechanical pumps or by blowing it into finely perforated membranes fixed to the floor of the
tank. During this period the inlet valve to the tank is open and a returned activated sludge
pump takes mixed liquid and solids (mixed liquor) from the outlet end of the tank to the inlet.
This “seeds” the incoming sewage with live bacteria. Aeration times vary according to the
plant size and the composition/quantity of the incoming liquor, but are typically 60 – 90
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 8
minutes. The addition of oxygen to the liquor encourages the multiplication of aerobic bacteria
and they consume the nutrients. This process encourages the production of nitrogen
compounds as the bacteria increase their number, a process known as nitrification. To remove
phosphorus compounds from the liquor aluminium sulphate (alum) is often added during this
period. It reacts to form non-soluble compounds, which settle into the sludge in the next stage.
The settling stage is usually the same length in time as the aeration. During this stage the
sludge formed by the bacteria is allowed to settle to the bottom of the tank. The aerobic
bacteria continue to multiply until the dissolved oxygen is all but used up. Conditions in the
tank, especially near the bottom are now more suitable for the anaerobic bacteria to flourish.
Many of these, and some of the bacteria which would prefer an oxygen environment, now start
to use nitrogen as a base element and extract it from the compounds in the liquid, using up the
nitrogen compounds created in the aeration stage. This is known as denitrification. As the
bacteria multiply and die, the sludge within the tank increases over time and a waste activated
sludge pump removes some of the sludge during the settle stage to a digester for further
treatment. The quantity or “age” of sludge within the tank is closely monitored, as this can
have a marked effect on the treatment process. The sludge is allowed to settle until clear water
is on the top 20%-30% of the tank contents.
The decanting stage most commonly involves the slow lowering of a scoop or “trough” into
the basin. This has a piped connection to a lagoon where the final effluent is stored for disposal
to a wetland, tree growing lot, ocean outfall, or to be further treated for use on parks, golf
courses etc.
DESIGN CRITERIA & SPECIFICATION OF EQUIPMENTS
Unit Inlet (ppm) Outlet (ppm)
pH 6.5 - 8.5 7.0 - 8.0
Total Suspended Solids mg/lt 250 < 100
BOD mg/lt 200 – 300 < 10
COD mg/lt 300 – 400 < 50
Oil & Grease mg/lt <50 <10
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 9
RAIN WATER HARVESTING
The storm water collection system for the premises shall be self-sufficient to avoid any
collection/stagnation and flooding of water. Rain water harvesting plan of the project is
enclosed. 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 blocks will be connected to adjacent drain by a
pipe through catch basins. Therefore, it has been proposed to provide 33 rain water harvesting
pits and 3 rainwater harvesting tanks at selected location, which will catch the entire run-off
from the 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) 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.
Rain water harvesting has been catered to and designed as per the guidelines of CGWA. The
recharge pit of 2 m diameter and 3 m depth will be provided for recharging the groundwater.
Recharge tank of dimension 4 m × 3 m × 4 m is proposed to store rain water. The bottom of
the recharge structure will be kept 5 m above the water level. At the bottom of the recharge
well, a filter media is provided to avoid choking of the recharge bore.
The bottom of the recharge structure will be kept 5 m above the aquifer. 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.
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 10
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.
Calculation for storm water load
Total Roof-top area = Total Ground Coverage = 24,675.27 m2
Green area = 77,780 m2
Paved Area = Total Plot Area – (Ground Coverage Area + Green Area)
= 99,859.62 m2
RWH pits for Roof-top Area
Roof-top Area = 24,675.27 m2
Runoff from roof-top area = 24,675.27 x 0.05 x 0.8
= 987 m3/hr
Considering 15 minutes retention time, volume of storm water will become = 987/4
= 247 m3
Volume of an RWH pit = π r2h = 3.14 × 1 x 1 × 3 = 9.42 m
3.
Number of RWH pits required = 247/9.42
= 26.22 say 27 pits
No. of RWH pits are proposed for harvesting rainwater from rooftop area = 33
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 11
RWH tank for Paved and Green Area
Green Area = 77,780 m2
Paved Area = 99,859.62 m2
Rain water harvesting potential from Green Area = Green area × Maxm
monthly rainfall
(m) × runoff coefficient
= 77,780 × 0.10 × 0.20
= 1556 m3
Rain water harvesting potential from Paved Area = 99,859.62 × 0.10 × 0.75
= 7489 m3/hr
Total Runoff Load from paved and green area = 1556 + 7489 = 7645.47 m3/hr
Considering storage facility for 2 days run-off = 7645.47/15
= 510 m3
Volume of a tank (4 × 4 × 7 m) = 112 m3
Hence no. of tanks required = 510/112 = 2.3 say 3 tanks
No. of RWH tanks proposed for harvesting rainwater from green and paved area = 3
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 12
Figure 2: Rain Water Harvesting Pit Design
PARKING FACILITIES
Adequate provision will be made for parking within the project site. The details are as provided
below:
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 13
PARKING REQUIRED:
As per MoEFCC norms -
For Residential facilities = 1 ECS/ 100 m2 FAR
= 61,487.69/100 = 615 ECS
For Commercial facilities = 1 ECS/ 50 m2 FAR
= 39,993.13/50 = 800 ECS
Total parking required as per MoEFCC Norms = 615 + 800 = 1415 ECS
As per Bye Laws -
For Residential Block = 1ECS/80sqm FAR
= 60,000/80 = 750 ECS
For Commercial Block = 2 ECS/100 m2 of FAR
=39,993.131/100 × 2 = 800 ECS
Total parking required as per Bye Laws = 750 + 800 = 1550 ECS
PARKING PROPOSED:
For Residential
Area proposed for Podium parking = 8007.046 m2
Area required for 1 ECS of Podium parking = 25 m²
Parking proposed for Podium parking = 8007.046/25
= 320 ECS
Area proposed for Basement parking = 13,046.545 m2
Area required for 1 ECS of Basement parking = 30 m2
Parking proposed for Basement parking = 13,046.545/30
= 435 ECS
Total proposed Residential parking = 320 + 435 = 755 ECS
For Commercial
Area proposed for Basement parking = 15,380.144 m2
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 14
Area required for 1 ECS of Basement parking = 18 m2
Parking proposed for Basement parking = 15,380.144/18
= 854 ECS
Total proposed Commercial parking = 854 ECS
TOTAL PROPOSED PARKING = 755 + 854 = 1609 ECS
POWER REQUIREMENT
Total power requirement for the project is 7500 which will be provided by State Electricity
Board
Detail of D.G Sets
DG sets of combined capacity of 2500 kVA are proposed for power back-up during emergency
only. 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 and operation phase. The solid
waste during construction phase will comprise of excavated materials, used bags, bricks,
concrete, MS rods, tiles, wood etc. The following steps are proposed to be followed for
management of solid waste:
Construction yards are for storage of construction materials.
The excavated material such as topsoil and stones will be stacked for reuse during later
stages of construction
Excavated top soil will be stored in temporary constructed soil bank and will be reused
for landscaping of the project.
Remaining soil shall be utilized for refilling / road work / rising of site level at
locations/ selling to outside agency for construction of roads etc.
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 15
Solid Waste
Construction
Waste
Construction waste,
Broken Bricks, Waste Plaster
Empty Cement
Bags
Used in re-filling,
raising site level Sold to local
vendors
Excavated Soil
Top soil conserved for
landscaping, balance
used in re-filling
Figure 3: Solid Waste Management Scheme (Construction Phase)
During operation phase, waste will comprise of domestic and horticulture waste. The estimated
quantity of solid waste during operation phase will be approx. 3098 kg/d (@ 0.5 kg/capita/day
for Residents & Guest House visitors, @ 0.15 kg/capita/day for visitor, 0.25 kg/capita/day for
staff, landscape waste @ 0.2 kg/acre/day).
Following arrangements will be made at the site in accordance to Municipal Solid Wastes
(Management and Handling) Rules, 2016
Table 7: Calculation of Solid Waste Generation
S. No. Category Kg/capita/day Waste generated (kg/day)
1 Residents & Guest
House Visitors 3663 @ 0.5 kg/day 1831.5
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 16
1. Staff (total) 1516 @ 0.25 kg/day 379
2 Visitors (total) 5630 @ 0.15 kg/day 844
3 Landscape waste
(19.21 acre) @ 0.2 kg/acre/day 3.84
Total Domestic Waste 3058.34 kg/day
Sludge from STP 0.35 (300-10)/1000 x 393 =
40 kg/day
TOTAL SOLID WASTE 3098 kg/day
(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment
Engineering Organization, Ministry of Urban Development, (Government of India, May 2000)
Collection and Segregation of waste
1. Solid waste will be collected in colored bins.
2. A local vendor will be hired to provide separate colored bins for dry, recyclable and
Bio-Degradable waste.
3. Adequate number of colored bins (Green and Blue & dark grey bins – separate for
Bio-degradable and Non Bio-degradable) will be provided at the strategic locations
within the campus.
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
and the compost will be used as manure.
2. STP sludge is to be used for horticultural purposes as manure.
3. Horticultural Waste will be composted and used for gardening purposes.
Recyclable waste
i. Grass Recycling – The cropped grass will be spread on the green area. It will act as
manure after decomposition.
ii. Recyclable waste like paper, plastic, metals etc. will be sold off to recyclers.
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 17
Disposal
Recyclable and non-recyclable waste will be disposed through a local approved agency.
Solid Waste Management Scheme for Operation Phase is depicted in the following
figure:
Figure 4: Solid Waste Management Scheme (Operation Phase)
GREEN AREA
Total green area measures 77,780.107 m2 (38.44%) which will include green belt, avenue
plantation and lawn.
Native, evergreen tall and ornamental trees/shrubs will be planted inside the premises. Parks
will also be developed by the project proponent. The list of proposed trees/plants is given
below in Table 8.
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 18
Table 8: Proposed Plantation List
S. No. Name of Species Local Name
1. Azadirachta indica Neem
2. Alstonia scholaris Devil Tree (Saptaparni)
3. Millingtonia hortensis Indian Cork
4. Gravellia roubusta Silver oak
5. Anthocephalus chinensis Kadamba
6. Delonix regia Gulmohur
7. Erythrina indica Dhaul Dhak
8. Lagerstromia indica Crape myrtle
9. Citrus limon Nimbu
10. Bauhinia acuminata Kanchan
11. Clerodendrum inerme Glory Bower
12. Plumeria alba Champa
13. Bauhinia varigated Kachnar
DETAILS OF CONSTRUCTION MATERIAL TO BE USED
1. Coarse sand
2. Fine sand
3. Stone aggregate
4. Stone for masonry work
5. Cement
6. Reinforcement steel
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
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 19
15. PPR (ISI marked)
16. PVC waste water lines
17. S.W. sewer line up to main sewer
18. PVC rain water down take
19. Stainless steel sink in kitchen
20. Joinery hardware- ISI marked
MATERIAL TO BE USED FOR CONSTRUCTION & THEIR U-VALUES
LIST OF MACHINERY TO BE USED DURING CONSTRUCTION PHASE
(i) Dumper
(ii) Concrete mixer with hopper
(iii) Excavator
(iv) Concrete Batching Plant
(v) Cranes
(vi) Road roller
Mixed Landuse Project “Madhav Menon University”,
Sector-17A, Yamuna
Expressway, Greater Noida, UP PFR
India Knowledge City Foundation 20
(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