it/it enabled services at plot no. - 1, sector - 90, noida...

IT/IT Enabled Services At Plot no. - 1, Sector - 90, Noida, Uttar Pradesh

CONCEPTUAL PLAN

M/s CBS International Projects Pvt. Ltd.1

CONCEPTUAL PLAN

1. INTRODUCTION

M/s CBS International Projects Pvt. Ltd.is in the process of developing an IT and IT Enabled

Services project titled “Noida World One”, which is located at Plot no.-1, Sector-90, Noida,

Uttar Pradesh.The environment clearance in this regard was obtained on June 24,2016. The

baseline Study was carried for the period of March 2015 to May 2015.

The current proposal is for the Expansion of the above-mentioned project. As per Office

Memorandum No.F.No. J-11013 l4L12006-IA-II (I) (part) dated August 24, 2014 point no.

2(iv)the baseline data is valid for the duration of 3 years and therefore, the same has been

considered in the preparation of current. However, to validate the data taken for the period of

March 2015- May 2015, one additional month monitoring was conducted for the month of

October 2016.The project is built on a plot area measuring 1,02,949 m2

(or 25.43 acres). The IT

and IT Enabled Services project will have space for Offices, Residential apartments&

Commercial purpose.

The salient features of the project include:

Fire Fighting system as per NBC

Earthquake Resistant structure considering the seismicity of the area

Integrated Security System

Wastewater Management

Power Backup

Sufficient green area

2. SITE LOCATION, SURROUNDINGS AND CONNECTIVITY

The IT and IT Enabled Services Project titled “Noida World One”is located at Plot no.-1,

Sector-90, Noida, Uttar Pradesh. The Geographical Co-ordinates of the project site is

77°24'44.70"E & 28°30'51.20"N. The project site is well connected to the road network. The

nearest highway is Noida–Greater Noida Expressway which is approx 1.6 km away from the

project site towards South West direction. The NH–2 is approx 11.37 km away from the


CONCEPTUAL PLAN


project site towards South West direction. The nearest Railway Station is Dadri Railway

Station which is approx 12.6 km away from the project site towards North East direction. The

nearest Airport is Indira Gandhi International Airport which is approx 30.77 km away from the

project site towards North West direction. Google Earth Image of 500m & Toposheet map of

2km, 5km & 10km showing project site & surroundings is attached at Annexure II.

3. AREA STATEMENT

The total area of project is estimated 1,02,949m2(or 25.43acres). The detailed Area Statement

is provided below in Table 1.

Table 1.1: Area Statement

S. No. Particulars Area (in m2)

1. Total Plot Area 1,02,949.00

2. Permissible Ground Coverage (30% of plot area) 30,884.70

3. Proposed Ground Coverage (23.50%) 24,197.68

4.

Permissible FAR @ 2.5

Permissible IT FAR (@0.75 of total permissible FAR)

Permissible Commercial FAR (@0.10 of total permissible FAR)

Permissible Institutional FAR (@0.05 of total permissible FAR)

Permissible Residential FAR (@0.10 of total permissible FAR)

2,57,372.50

1,93,029.375

25,737.25

12,868.625

25,737.25

5.

Proposed FAR @2.49

Proposed IT FAR

Proposed Commercial FAR

Proposed Institutional FAR

Proposed Residential FAR

2,56,646.93

1,92,597.15

25,738.03

12,605.09

25,706.66

6. Basement area - I 64,033.15

7. Basement area – II 68,200.68

8. Total Built up area 3,88,880.76

9. Open Area( total Plot area – Ground Coverage) 78,751.32

10. Required Landscape Area (@50% of the open area) 39,375.66

11. Proposed Landscape Area (50.44% of the open Area) 39,375.66

Table 1.2: Distribution of Built up Area by Category of Uses

S.No. Category FAR (m2) Non-FAR (m

2) Total Built-up Area

(m2)

1. IT/ITES Area 1,92,597.15 - 1,92,597.15

2. Residential 25,706.66 - 25,706.66

3. Commercial 25,738.03 - 25,738.03

4. Institutional area 12,868.625 - 12,868.625


CONCEPTUAL PLAN


5. Basement-I - 64,033.15 64,033.15

6. Basement-II - 68,200.68 68,200.68

Total 2,56,646.93 1,32,233.83 3,88,880.76

4. POPULATION DENSITY

The total population for project is work out to be 26,568.

Table 2: Population Break up

S. No. Unit Type FAR Area (m2 )

/DUs

FAR Required per

person (sq m) Total Population (Nos.)

A Residential Block

Residents 25,706.66 12.5 2057

Visitor 5% of the Resident Population 103

Total Residential Population 2160

B IT/ITES Area

FAR 1,92,597.15 10 19,260

Staff (80% of total IT/ITES area population) 15,408

Visitors (20% of total IT/ITES area population) 3,852

C Commercial Area

Commercial Area 25,738.03 6 4,290

Staff (20% of total Commercial area population) 858

Visitors (80% of total Commercial area population) 3432

D Institutional Area

Support Services

Under IT/

Community Building

12,868.625

15 858

Visitors (5% of total Institutional area Population) 43

Staff (95% of total Institutional area population) 815

Total Population (A + B + C + D) 26,568

5. WATER REQUIREMENT

During the construction period daily water requirement will be around 100 KLD. The above water requirement

will be met by private suppliers through water tankers. Ground Water will never be extracted either during

construction or operation phase. The total water requirement during operation phase has been worked out to

1,293.25 KLD, of which domestic water requirement is around 713 KLD or 55 percent of the total water

requirement. The daily water requirement during operation phase is provided in 3:

Table 3: Calculations for Daily Water Demand

S. No. Particulars Dwelling

Units

Expected

Population

Base of

Calculation

Treated Water Fresh

Water

Total Water

Consumption


CONCEPTUAL PLAN


(lpcd) Flushing

(KLD)

Other

(KLD)

Domestic

(KLD)

(KLD)

1. Residents 2,057 86 (65 lpcd for

fresh water and

21 lpcd for

flushing

43.20 133.70 176.90

2. Visitors _ 7,430 15

(9 lpcd for fresh

water and 6

lpcd for

flushing)

44.58 66.87 111.45

3. Staff - 17,081 45

(30 lpcd for

fresh water and

15 lpcd for

flushing)

256.22 512.43 768.65

5. Green area

39,375.66

_ @6 lit/sq.m. 236.25 236.25

Total 344 236.25 713

1,293.25 580.25 713

Table 4:Total water requirement, waste water generated, treated and used

S. No. Description Quantity

in KLD

% to

Respective

total

I TOTAL WATER REQUIREMENT 1293.25 100

(a) Domestic water 713 55

(b) Recycled treated water for use in flushing, green area development and DG

cooling. 580.25 45

II TOTAL WASTE WATER GENERATED 914.4 100

(a) 80 % of fresh water 570.4 62.37

(b) 100% of flush water 344 37.63

III TOTAL TREATED WATER GENERATED AND ITS USE

(80 % of total waste water)

731.52 100

(a) Flushing 344 47.02

(b) Green Area Development 236.25 32.29

(c) To be supplied to nearby construction site on demand 151.27 20.69


CONCEPTUAL PLAN


The water balance diagram is shown below in figure 1:

Figure 1: Water Balance Diagram

Wastewater Generation & Treatment

It has been estimated that the up-coming project will generate 914.4 KL of wastewater daily. The said waste water

will be treated in a STP of capacity 1100 KLD located within the project complex and generate 731.52 KLD of

recoverable water. This will be re-used for flushing and landscaping purposes. Any surplus, if found will be

supplied to the nearby construction site(s), on demand.

6. SEWAGE TREATMENT TECHNOLOGY

MBBR TECHNOLOGY

An external sewage network will collect the sewage from all units, and flow by gravity to the

sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the present

circumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization

of the treated Waste Water.


CONCEPTUAL PLAN


Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant will be rich in organic content and

an excellent fertilizer for horticultural purposes.

Characteristics of WasteWater

Daily load 1052KLD

Duration of flow to STP 24 hours

Temperature Maximum 32oC

pH 6.5 -8.5

Color Mild

T.S.S. (mg/l) 300-400 mg/l

BOD5 (mg/l) 250-350 mg/l

COD (mg/l) 600-800 mg/l

Oil & Grease Up to 50 mg/l

a) Final discharge characteristics

(a) pH : 6.5 to 8.5

(b) B.O.D. : <10 mg/l

(c) C.O.D. : <60 mg/l

(d) Total Suspended Solids : <20 mg/l

b) Treatment Technology

Moving bed biofilm reactor technology is based on the principle of attached growth process.

Raw sewage will be collected under gravity into the equalization tank after allowing to pass

through the bar screen. Screens will be provided in screen chambers and it will be manually

cleaned by going down to a platform. The bar screen, by removing coarse solids from the

sewage help in protecting the raw sewage pump.

Fully submersible centrifugal non clog sewage handling pump will be provided in the

collection cum equalization tank to pump the collected Wastewater to the next MBBR tanks.

Automatic level controller will be provided in the tank to turn the pump off at the low water

level in the tank and to start the pump when water level is high automatically. Air will be

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 used for aeration

purpose will be non-clog.

The sewage collected in equalization tank is pumped the moving bed bioreactor. There will

be two nos. of bioreactors in series for the efficient working and removal of BODs for the


CONCEPTUAL PLAN


required retention time. The process inside the moving bed bioreactors consists of adding

small cylindrical-shaped polyethylene/polypropylene carrier elements in aerated basins to

support bio-film growth. The small cylinders are provided with a cross inside the cylinder

and longitudinal fins on the outside. The bio-film 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 packing may fill 25 to 50

percent of the tank volume. Specific surface area of the packing is about 450-500m2/m

3 of

bulk packing volume. The Wastewater 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 bacteria have to reduce BOD & COD of Wastewater 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 will be a hopper bottom sedimentation tank provided with appropriate size PVC

tube deck media. The suspended solids will settle at the bottom of the tank & clear

supernatant will overflow to filter feed tank through outlet launder. The collected sludge at bottom

will be transferred through pumps to sludge holding tank.

The clear supernatant after clarifier will be collected in to filter feed tank. This tank will act as

housing tank for filter feed pumps. The clarified & dis-infected water will be then fed to filtration

unit.

Filtration unit consisting of Dual Media sand filter, activated carbon filter and ultra-filtration system

(optional) will remove the residual impurities such as odor/color, suspended solids, BOD/COD. The

treated water after the filtration unit will be collected in Irrigation cum Flushing water storage tank

from where it is transferred to flushing water tank at terrace & Irrigation System.

Excess sludge from the bottom of the settling tank will be removed and transferred to sludge holding

tank. Air grid will be provided in this tank to avoid conversion into anaerobic conditions, thickening

of sludge and keep sludge in homogenous condition. The digested & thickened sludge will be further

thickened through Sludge Dewatering System (Filter press with screw pump) and disposed-off

periodically through closed tanker or can be reused as manure.


CONCEPTUAL PLAN


Figure 3: Schematic Diagram of MBBR STP

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.

7. RAIN WATER HARVESTING

In the upcoming IT/IT Enabled Services project there is provision for rain water harvesting

storage tanks as per required norms. The storm water disposal system in the proposed premises

is required to be self-sufficient in order to avoid any collection/stagnation of water and

flooding of the area. The quantum of storm water run-off depends upon intensity and duration

of precipitation and time required for such flow to reach the drains. The drains will be located

on both sides of the carriage way. Taking the advantage of road camber, the runoff will flow

towards the drains from the roads. The storm water from various plots and streets will be


CONCEPTUAL PLAN


carried to an adjacent drain by a pipe through catch basins. It has been decided to provide 8

rain water harvesting pits at selected locations, which will catch the maximum run-off from the

area.

1) Since the existing topography is congenial to surface disposal, a network of storm water pipe-drains has

been planned adjacent to roads. The water from the roofs of all buildings will be brought down through rain water

pipes.

2) The proposed storm water system consists of pipe drain, catch basins and storage tanks at regular

intervals for rain water harvesting.

3) For basement parking, the rainwater from ramps will be collected in the basement storm water storage

tank. The water will be pumped out to the nearest external storm water drain.

The Rain water +harvesting system have been designed as per the guidelines of CGWB. The ground water level in

the area is 8-10 meters bgl. Peak hourly rainfall has been considered as 40 mm/hr. The design specifications of the

rain water harvesting plan are as follows:

Catchments/roofs will 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 will be avoided since most

paints contain toxic substances and the same may peel off.

All gutter ends will be fitted with wire mesh screen and a first flush device will be

installed. It is ensured that most of the debris viz leaves, plastic bags, paper pieces etc

carried by the rain water from the rooftop will get arrested by the mesh at the terrace

outlet and prevent contamination. It is ensured that the runoff of first 10-20 minutes of

rainfall will flush off completely.

No sewage or wastewater will be admitted into the system.

No wastewater from areas having oil, grease or other pollutants will be connected to the

system.

Estimation of storm water load, total volume of storm water and number of pits to be

developed

Roof-top area = Ground Coverage = 24,197.68 m2

Green Area = 39,375.66 m2

Paved Area = Net Plot Area – (Roof-top Area + Green Area)

= 1,02,949 – (24,197.68 + 39,375.66)

= 39,375.66 m2


CONCEPTUAL PLAN


Runoff Load

Roof-top Area = 24,197.68 × 0.04 × 0.95

= 919.5 m3

Green Area = 39,375.66 × 0.04 × 0.2

= 315 m3

Paved Area = 39,375.66 × 0.04 × 0.70

= 1,102.5 m3

Total Runoff Load = 919.5 + 315 + 1,102.5

= 2,337 m3

Taking 15 minutes Retention Time, Total volume of storm water = 2,337/4

= 584.25 m3

Taking the effective dia. and depth of a Recharge pit 6m and 3m respectively, Volume of a

single Recharge pit = π r2h= 3.14 × 3× 3× 3 = 84.78 m

3

Hence No. of pits required = 584.25/84.78 = 6.89 Pits say 7 pits.

Thus seven Rain Water Harvesting pit is being proposed for artificial rain water recharge

within the project premises.


CONCEPTUAL PLAN


8. VEHICLE PARKING FACILITIES

Adequate provision will be made for car/vehicle parking at the project site. There shall also be

adequate parking provisions for visitors so as not to disturb the traffic and allow smooth

movement at the site.


CONCEPTUAL PLAN


Parking Required Calculation: (MoEFCC Norms)

Facility

Parking Requirement

per car/vehicle in square

meter

Permissible FAR Equivalent Car

space (ECS)

For Residential 100 27,024.11 270

For Commercial 50 27,024.11 540

For IT 50 2,02,680.84 4054

For Institution 50 13,512.06 270

Total 5134

Parking Required Calculation: (Noida Bye Laws)

Facility

Parking Requirement

per car/vehicle in square

meter

Permissible FAR Equivalent Car

space (ECS)

For Residential 80 27,024.11 338

For Commercial 50 27,024.11 540

For IT 50 2,02,680.84 4054

For Institution 50 13,512.06 270

Total parking space required 5202

Proposed Parking

Norms Proposed F.A.R. (m2) Proposed E.C.S.

For Residential @80/sqm 25706.66 321

For Commercial @30/ sqm 25738.03 856

For IT @50/sqm 192597.15 3852

For Institution @50/sqm 12605.09 252

Total 269609.06 5281

The above table shows that adequate parking space will be provided in the upcoming project in comparison to the

requirements worked out based on Norms fixed by MoEF&CC and Noida Bye laws. It is proposed to reserve five

percent of the parking space for handicapped and Senior Citizens close to the stair cases & lift area so that they

need not walk a long distance to gain access to their cars.

9. POWER REQUIREMENT

The power supply shall be supplied by Noida Power Corporation Limited. The total connected

load is around 6250 KVA.


CONCEPTUAL PLAN


Solid Waste

Construction

Waste

Construction

waste,

Broken Bricks,

Waste Plaster

Empty

Cement

Bags

Used in re-filling,

raising site level

For Road

Making

Excavated Soil

Top soil conserved for

landscaping, balance used

in re-filling

Details of D.G Sets

There will be provision for DG sets with a total capacity of 5000 kVA. There will be four number of DG sets (3 x

750 kVA + 1 x 250 kVA) to provide power back up to IT and IT Enabled Services Project in times of need. The

remaining 2,500 kVA will be provided as backup through solar power. The DG sets will be equipped with

acoustic enclosure to minimize noise generation and the stack height will be adequate enough to disperse the noise

created by the DG set when in operation.

10. SOLID WASTE GENERATION

Solid waste would be generated both during the construction as well as during the operation

phase. The solid waste expected to be generated during the 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 the management solid waste:

Construction yards are proposed 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 IT and IT Enabled servicesproject.

Remaining soil shall be utilized for refilling / road work / rising of site level at

locations/ selling to outside agency for construction of roads etc.


CONCEPTUAL PLAN


Figure 4:Solid Waste Management Scheme (ConstructionPhase)

During operation phase Municipal waste estimated to be generated is 6,415 kg per day (@ 0.5

kg per capita per day for residential apartment and persons staying in hotel, @ 0.15 kg per

capita per day for the visitor, 0.25 kg per capita per day for the staff members and landscape

wastes @ 0.2 kg/acre/day).

Table 5: Calculation of Solid Waste Generation

S. No. Category

No. Rate of waste

generation (kg per

capita per day) #

Waste generated

(kg/day)

1. Residential Population 2,057 0.5 1,028.5

2. Staff 17,081 0.25 4,270.25

3. Visitors 7,430 0.15 1,114.5

5. Landscape Waste 9.72 Acres @0.2 kg/acre/day 1.94

TOTAL SOLID WASTE GENERATED 6415.19kg/day or

6415 kg/day

Collection and Segregation of waste

1. A door to door collection system will be provided for collection of waste in colored

binsfrom various locations of project areas.

2. The local vendors will be hired to provide separate colored bins for dry recyclables

and Bio-Degradable waste.

3. For waste collection, adequate number of colored bins (Green and Blue& dark grey

bins– separate for Bio-degradable and Non Bio-degradable) are proposed to be

provided at the strategic locations of the area.

4. Litter bin will also be provided in open areas.

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be subjected to organic waste convertor and the compost will

be used as manure.

2. STP sludge is proposed to be used for horticultural purposes as manure.

• Horticultural Waste is proposed to be composted and will be used for gardening

purposes.


CONCEPTUAL PLAN


Recyclable wastes

i. Grass Recycling – The cropped grass will be spread on the green area. It will act as

manure after decomposition.

ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.

Disposal

Recyclable and non-recyclable wastes will be disposed through Govt. approved agency.

Hence, the Municipal Solid Waste Management will be conducted as per the guidelines

of Municipal Solid Wastes (Management and Handling) Rules, 2000.A Solid waste

management Scheme is depicted in the following figurefor the IT and IT Enabled

services development.

E-Waste Generation

"E-waste" is a popular, informal name for electronic products nearing the end of their "useful

life”. E-wastes are considered dangerous, as certain components of some electronic products

contain materials that are hazardous, depending on their condition and density. The hazardous

content of these materials pose a threat to human health and environment. Discarded

computers, televisions, VCRs, stereos, copiers, fax machines, electric lamps, cell phones, audio

equipment and batteries if improperly disposed can leach lead and other substances into soil

and groundwater. Many of these products can be reused, refurbished, or recycled in an

environmentally sound manner so that they are less harmful to the ecosystem. Reducing e-

waste requires that we reduce, reuse, recycle and recover. The goal is nothing less than zero

land fill. Network of scrap dealers will be motivated to procure from door to door for the

smaller quantities.

E-Waste Management & Disposal

E-waste generated shall be managed as per E-waste (Management & Handling) Rules, 2011. E-

waste generation shall be minimized by adopting practice of repair. Un-repairable electronics

shall be sold off to government authorized agencies for management & disposal.


CONCEPTUAL PLAN


Figure 5: Solid Waste Management Scheme(Operation Phase)

Benefits ofOrganic waste converter:

Aerobic microbial decomposition into compost

Biomechanical process produces odour free output in 15 minutes

Compost manure generated can be used for soil conditioning

Prevents production of methane gas

11. GREEN AREA

Total green area measures 39,375.66 m2 i.e. 38.24% of the plot area which will be area under

tree plantation. List of plant species proposed to be planted inside the premises are given

below: -


CONCEPTUAL PLAN


Table 6: List of Plant species to be planted

S. No. Botanical Name Common Name

1. Terminalia arjuna Arjuna

2. Pithecelibum dulce Jungle jalebi

3. Leucaena leucocephala Subabul

4. Dalbergin sissco Sisham

5. Alstonia scholaria Chitwan

6. Legerstroemia flos-reginae Sawani

7. Saraca indica Ashok

8. Nerium odorum Kaner

9. Murraya exotica Adhu Kamini

10. Pongamia pinnata Karanj

11. Ailanthus excelsa Mahaneem

12. Albizzia lebbek Sirus

13. Habiscus rosasinesis Godhal

14. Plumeria rubra Champa

15. Bougainvilles spectabillis Baganwilas

16. Thespesia populnea Sthel padma

17. Poinsettia pulcherrima Lalpata

18. Ixora coccinea Lal Rangoon

19. Quisqualis indica Rangoon creeper

20. Gloriosa superba Malabar glory lilli

21. Tecoma staus Yellow bells

22. Bignonia venusta Golden showers

(Source: Guidelines for developing Green Belts by CPCB, 2000)

12. DETAILS OF CONSTRUCTION MATERIALS

List of building materials being used at site:

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


CONCEPTUAL PLAN


9. CLC fly ash blocks

10. P.V.C. conduit

11. MDS, MCBs

12. PVC overhead water tanks

13. 2 1/2'’ thick red colour paver tiles

14. PPR (ISI marked)

15. PVC waste water lines

16. S.W. sewer line up to main sewer

17. PVC rain water down take

18. Stainless steel sink in kitchen

19. Joinery hardware- ISI marked

13. MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES

Type of Construction U values (in W/m2deg C)

Walls:

Brick:

Plastered both sides 3.24

Solid Uncluttered 2.67

Plastered both sides 2.24

Concrete, Ordinary, Dense:

-152mm 3.58

-203mm 3.18

Concrete block:

CLC Fly ash block 1.19

Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered:

CLC Fly ash block 1.70

Roofs Flat

Reinforced concrete slab, 100mm, scarred 63-

12 mm, 3 layers bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Grano, Terrazzo or tile finish 1.13

+ Wood block finish 0.85

Exposure South Sheltered:

Single glazing 3.97

Double glazing 6 mm space 2.67


CONCEPTUAL PLAN


14. 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

it/it enabled services at plot no. - 1, sector - 90, noida...

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