project site location map on google eath
TRANSCRIPT
PROJECT SITE LOCATION MAP ON GOOGLE EATH
PROJECT SITE
SOH
TOWARDSGURGAON
PROJECT SITE HNA G
URG
AON RRO
AD
TOWRDSREWARI
TOWRDSPALWAL
500 M RADIUS MAP ON GOOGLE EARTH AROUND THE PROJECT SITE
A 28°16'46.94"N, 77° 3'21.23"E
B 28°16'46.57"N, 77° 3'28.59"E
C 28°16'41.96"N, 77° 3'28.51"E
D 28°16'42 06"N 77° 3'26 31"ED 28°16'42.06"N, 77° 3'26.31"E
E 28°16'43.66"N, 77° 3'26.21"E
F 28°16'43.64"N, 77° 3'22.21"E
G 28°16'45.33"N, 77° 3'22.35"E
H 28°16'45.42"N, 77° 3'21.03"E
WATER BALANCE DIAGRAM
T t l W t
Residential Fresh : 97 KLD
Residential Flushing : 31 KLD
Waste Water : 78 KLD
Waste Water : 31 KLD
Waste Water : 0 35 Total Waste water : 117 KLD
Non Residential Fresh : 0.44 KLD
Waste Water : 0.35 KLD
Non Residential Flushing: 0.44 KLD
Waste Water : 0.44 KLD
Total WaterDemand ofproject : 161KLD
Proposed STP :170 KLD
Total FreshWater
Waste Water : 3 KLD
Treated water
Visitor Fresh: 4 KLDKLD
Visitors Flushing: 4 KLD Waste Water : 4 KLD
Treated Water : 94 KLD
WaterDemand:101 KLD
Recycled Treated Waste water : 60 KLD
water reuse : 60 KLD
Gardening: 24 KLD
Surplus treated water : 34 KLD to discharge to sewer with
prior permissionprior permission
12.0 MTR
WID
E SERVIC
E RO
AD30.0 M
TR W
IDE R
OAD
30.0 MTR
WID
E GR
EEN BELT
EXISTING
BUN
DH
Organized openspace 0.315 acre
22 23 24 25
3 4
9
8 7
14
2 5
6
15
STP / WTPBelow
OS - 30.015 acre
OS - 1
OS - 50.0896 acre
OS - 40.015 acre
24.0 MTR
WID
E INTER
NAL SEC
TOR
AL RO
AD
OS - 20.009 acre OS - 6
0.0095 acreOS - 70.0095 acre
OS
- 80.
004
acre
UGT/TRF
Organized openspace 0.315 acre
STP / WTPBelow
OS - 1
OS - 50.0896 acre
UGT/TRF
L512.0 MTR WIDE SERVICE ROAD
24.0 MTR WIDE INTERNAL SECTORAL ROAD
L5 6.225ACRES
ARCHITECT`SSIGNATURE
OWNERSIGNATURE
OWNER :-
M/S FAITH BUILDTECH PVT. LTD.
PROJECT
SHEET TITLE
R0DDJAY
DEALT SCALE
DATE
20-06-2018
JOB NO.
DRG. NO.
NPROPOSED (L5)6.225 ACRESDDJAY SCHEME INSECTOR-35 SOHNA
KEY PLANSCALE:-1:3000
PLANTING PLAN L5SCALE:-1:750
12.0 MTR WIDE SERVICE ROAD
12.0 MTR WIDE SERVICE ROAD
60.0 MTR WIDE SECTORAL ROAD
24.0 MTR WIDE INTERNAL SECTORAL ROAD
12.0 MTR WIDE SERVICE ROAD
12.0 MTR WIDE SERVICE ROAD
60.0 MTR WIDE SECTORAL ROAD
12.0 MTR
WID
E SERVIC
E RO
AD30.0 M
TR W
IDE R
OAD
30.0 MTR
WID
E GR
EEN BELT
EXISTING
BUN
DH
Organized openspace 0.315 acre
22 23 24 25
3 4
9
8 7
14
2 5
6
15
OS - 30.015 acre
OS - 1
OS - 50.0896 acre
OS - 40.015 acre
OS - 20.009 acre OS - 6
0.0095 acreOS - 70.0095 acre
OS
- 80.
004
acre
UGT/TRF
PUMPROOM
UTG & PUMP ROOM
CAP. = 170 KLDAREA = 170 M2
RAW WATER = 75 KLDOMESTIC WATER = 75 KL
STP
24.0 MTR
WID
E INTER
NAL SEC
TOR
AL RO
AD
COMMUNITY
ORGANIZED OPEN SPACE
UGT/TRF
COMMERCIAL
PLOT LINE
LEGEND:
Area for switching station(502 sqyard)
DEALT
VIKAS KUMAR
SCALE
1: 750
DATE
JOB NO.10042017
PROPOSED 6.20625 ACRES DDJAY SCHEME INSECTOR-35 SOHNA(L5)
SEWERAGE LAYOUT
12.0 MTR WIDE SERVICE ROAD
12.0 MTR WIDE SERVICE ROAD
60.0 MTR WIDE SECTORAL ROAD
24.0 MTR WIDE INTERNAL SECTORAL ROAD
12.0 MTR WIDE SERVICE ROAD
12.0 MTR WIDE SERVICE ROAD
60.0 MTR WIDE SECTORAL ROAD
12.0 MTR
WID
E SERVIC
E RO
AD30.0 M
TR W
IDE R
OAD
30.0 MTR
WID
E GR
EEN BELT
EXISTING
BUN
DH
Organized openspace 0.315 acre
22 23 24 25
3 4
9
8 7
14
2 5
6
15
OS - 30.015 acre
OS - 1
OS - 50.0896 acre
OS - 40.015 acre
OS - 20.009 acre OS - 6
0.0095 acreOS - 70.0095 acre
OS
- 80.
004
acre
UGT/TRF
RWH RW
H
PUMPROOM
UTG & PUMP ROOM
CAP. = 170 KLDAREA = 170 M2
RAW WATER = 75 KLDOMESTIC WATER = 75 KL
RWH
STP
24.0 MTR
WID
E INTER
NAL SEC
TOR
AL RO
ADCOMMUNITY
ORGANIZED OPEN SPACE
UGT/TRF
COMMERCIAL
PLOT LINE
LEGEND:
Area for switching station(502 sqyard)
DEALT
VIKAS KUMAR
SCALE
1: 750
DATE
JOB NO.10042017
PROPOSED 6.20625 ACRES DDJAY SCHEME INSECTOR-35 SOHNA(L5)
STORM WATER LAYOUT
24.0 MTR
WID
E INTER
NAL SEC
TOR
AL RO
AD
12.0 MTR
WID
E SERVIC
E RO
AD30.0 M
TR W
IDE R
OAD
30.0 MTR
WID
E GR
EEN BELT
EXISTING
BUN
DH
Organized openspace 0.315 acre
22 23 24 25
3 4
9
8 7
14
2 5
6
15
OS - 30.015 acre
OS - 1
OS - 50.0896 acre
OS - 40.015 acre
OS - 20.009 acre OS - 6
0.0095 acreOS - 70.0095 acre
OS
- 80.
004
acre
UGT/TRF
PUMPROOM
UTG & PUMP ROOM
CAP. = 170 KLDAREA = 170 M2
RAW WATER = 75 KLDOMESTIC WATER = 75 KL
STP
12.0 MTR WIDE SERVICE ROAD
12.0 MTR WIDE SERVICE ROAD
60.0 MTR WIDE SECTORAL ROAD
24.0 MTR WIDE INTERNAL SECTORAL ROAD
12.0 MTR WIDE SERVICE ROAD
12.0 MTR WIDE SERVICE ROAD
60.0 MTR WIDE SECTORAL ROAD
COMMUNITY
ORGANIZED OPEN SPACE
UGT/TRF
COMMERCIAL
PLOT LINE
LEGEND:
Area for switching station(502 sqyard)
DEALT
VIKAS KUMAR
SCALE
1: 750
DATE
JOB NO.10042017
PROPOSED 6.20625 ACRES DDJAY SCHEME INSECTOR-35 SOHNA(L5)
WATER SUPPLY LAYOUT(DUAL PLUMBING)
Risk Assessment
� Background
An emergency is defined as a situation or an impending situation caused by the forces of nature,
an accident, an intentional act or otherwise that constitutes a danger of major proportions to
life or property.
Numerous events can be "emergencies," including:
• Fire/explosion
• Hazardous materials incident
• Flood or flash flood
• Severe weather (hurricane, tornado, winter storm)
• Earthquake
• Criminal activity
• Air plane crash
� Descriptions of the Emergency and Mitigation Measures
• Fire
Buildings are designed and constructed to confine and control a fire to allow building
occupants time to evacuate. Buildings are also designed to allow fire department
personnel time to access and gain control over the fire. Buildings are designed for the
expected fire loads they will encounter during their lifespan. Bombs, terrorist may
exceed these expectations and subject the building to fire loads for which they were not
designed. For example, a building designed to maintain its structural stability for three
hours, may fail in a much shorter period of time under these adverse conditions.
Equipment and procedures dealing with egress and exit facilities, fire alarm systems,
voice communication systems, fire suppression systems and other life safety devices
and features will play a major role in enhancing occupant safety in the event of a fire
and/or explosion. Property owners and managers must ensure that these life safety
features are maintained in operable condition and ready for use at all times. All the
buildings must have the approved fire safety plan which includes the following:
a) The emergency procedures to be used in case of fire including sounding the fire alarm,
notifying the fire department, provisions for access for fire fighting, instructing
occupants on procedures to be followed when the fire alarm sounds, evacuating
endangered occupants and confining, controlling and extinguishing the fire.
b) The appointment and organization of designated supervisory staff to carry out fire
safety duties.
c) The instruction of supervisory staff and other occupants so that they are aware of their
responsibilities for fire safety.
d) The holding of fire drills including the emergency procedures appropriate to the
building,
e) The control of fire hazards in the building,
f) The maintenance of building facilities provided for the safety of occupants,
g) The provision of alternative measures for the safety of occupants during any shutdown
of fire protection equipment and systems or part thereof.
h) Instructions, including schematic diagrams, describing the type, location and operation
of building fire emergency systems.
Property management should, at a minimum, develop and introduce emergency fire
procedures for occupants and key property personnel to follow in the event of fire.
• Bomb Threats
Bomb threats are usually made by telephone. Few of these threats are real. Bombers
that go to the trouble of manufacturing and placing a device typically will not call in a
warning.
Bombers usually prefer to place devices in easily accessible locations (e.g., outside of
buildings, lobbies, near exits) to minimize risk of capture. Evacuating a building without
first checking these common areas may put occupants at increased risk. Bombers have
used telephone threats to herd people towards a device.
Good housekeeping simplifies the task of identifying suspicious packages. Security
measures make it more difficult to plant a bomb. Locking cabinets, rooms, offices, etc.
also limits unauthorized access and reduces the areas that need to be searched.
Building owners and managers should consider the following in establishing procedures
for this type of threat:
Type of Evacuation:
There are three options available depending on the situation:
o Complete evacuation of the premises
o Partial evacuation to a safe outside area or another internal area
o No evacuation
Emergency Controller:
If sufficient warning has been provided, the building owner, building manager or other
senior designated individual should make the decision whether or not to evacuate. It is
important that the primary manager and alternates responsible for this decision are
recognized by the occupants as having the authority to make these important decisions.
Their decision may be made with advice from the police, fire department or other
knowledgeable persons. Public safety should always be the foremost consideration.
Blast-Resistant Precautions
The design and construction of high-risk buildings to provide life safety in the face of
explosions is receiving renewed attention. Steps for reducing the impact of an explosion
can include introducing enhancements in structural design coupled with a buffer zone
surrounding the building.
• Criminal Activity
Emergencies arising from human activity can include situations instigated by an
intentional criminal, human error or situations resulting from large-scale industrial
accidents.
Criminal acts such as bomb threats have historically been one of the most common
types of threats. However, recent public concern has also focused on threats associated
with biological and chemical agents.
Accidents that occur in industrial facilities may place neighboring property and
lives at risk. Of particular concern are accidents that involve facilities that store
large quantities of toxic chemicals.
The building occupants’ roles and responsibilities should always be fixed. Regardless of
whether or not they have been delegated any formal responsibilities; occupants play an
integral part in effectively executing the Emergency Plan and ensuring their own
personal safety. Their role is particularly important in buildings where delegated
emergency personnel are not available 24 hours a day, 7 days a week.
Usually in these types of situations, local authorities will likely be involved in responding
to, and/or monitoring the emergency situation. Where applicable, building management
should consult with authorities to determine an appropriate course of action. However,
in some situations, a decision to evacuate may have to be made by building
management on their own without the opportunity for consultation.
When circumstances warrant an evacuation, the building occupants must be notified in
an appropriate manner, taking into consideration the serious nature and urgency of the
situation.
Well-planned and prearranged lockdown procedures may be appropriate for application
in occupancies such as schools to protect students and staff. The lockdown practices
and procedures should never interfere with the occupants’ abilities to evacuate
promptly should the circumstances warrant it.
Security personnel, receptionists, complaints department personnel or other employees
who are in a position where they may have to deal with violent or potentially violent
people should be given training on conflict resolution and work place violence.
• Hazardous Material Accident
A hazardous materials accident can occur anywhere. Buildings located near chemical
manufacturing plants are particularly at risk. However, hazardous materials are
transported on our roadways, railways and waterways daily, so any area is considered
vulnerable to an accident.
Building management should maintain a current inventory of hazardous materials used
on-site including current Material Safety Data Sheets (MSDS). Appropriate spill control
and clean-up materials and equipment should be readily available.
Staff should be trained in spill clean-up procedures. Emergency phone numbers for
hazardous materials disposal companies should also be available. If possible, managers
should determine what hazardous materials might be present on neighboring
properties. A risk assessment of this exposure should also be carried out.
Action to be taken in this kind of Emergency:
• Call the local fire department to report the nature and location of the accident as soon
as possible.
• Keep building occupants away from the accident scene.
• Do not walk into, touch, smell or taste any of the spilled substance. Try not to inhale
gases, fumes and smoke. If possible, cover mouth with a cloth while leaving the area.
• Try to stay away from accident victims until the hazardous material has been identified.
• Try to stay upstream, uphill and upwind of the accident with clear access to an
evacuation route.
• Emergency Due to Natural Disaster
Emergencies due to sudden and powerful natural events are capable of inflicting
considerable damage to property and placing many lives at risk. These types of
emergencies generally result from severe weather conditions or earthquakes.
Subsequent flash floods that may follow can result in further property damage and risk
to lives.
Earthquake:
Building management should:
• Warn occupants to expect that the fire alarms and sprinklers will go off during an
earthquake.
• Instruct occupants that it is very dangerous to try to leave a building during an
earthquake because objects can fall on occupants. Many fatalities occur when people
run outside of buildings, only to be killed by falling debris from collapsing walls and
broken glass. Occupants are generally safer to stay where they are until the earthquake
is over.
• Evacuate occupants once the shaking has stopped. Occupants should be evacuated
using the stairs and moved quickly away from the building to prevent injury from falling
debris.
• Call emergency services, as appropriate, and then give first aid as necessary. Do not try
to move seriously injured people unless they are in immediate danger of further injury.
• Put out small fires quickly if this can be done without endangering personnel. This will
prevent fires from spreading until firefighting resources become available. Fire is the
most common hazard following earthquakes.
• Clean up flammable liquid spills immediately.
• Expect aftershocks.
• Warn occupants of fallen power lines and other hazards.
• Arrange for qualified people to inspect the building for damage that may have occurred.
Severe Storms:
Thunderstorms, tornadoes, hail, blizzards, ice storms, high winds and heavy rain can develop
quickly and hit hard, posing a threat to life and property. Some problems cannot be
prevented. High winds will topple trees and heavy rains will cause rivers to flood. But some
damage can be avoided or at least reduced, if precautionary measures are taken, such as
knowing the type of storms common to your area and what time of year they are likely to
strike.
Storms often strike too quickly to allow management to provide instructions to occupants at
the time they occur. Occupants must be instructed as to correct procedures in advance. For
example, storms that are accompanied by high winds would require occupants to retreat to
interior spaces away from windows.
Management should be aware that electrical power might be unavailable for an extended
period of time. Therefore, backup generators and adequate fuel supplies may be very
helpful in maintaining essential building services (e.g., heating). After a severe storm, it may
be necessary to obtain the services of qualified personnel to inspect the building for damage
that may not be readily identified.
Floods:
Building management should assess the threat of flooding to their building. Usually this is
easily accomplished due to a history of similar earlier events. Alternatively, they can contact
the local municipal planning office for flood information. Many insurance companies also
have information on the potential for flooding in specified areas.
Building management may wish to consider the following:
• Providing pumps, generators, sandbags, etc., for temporary flood relief.
• Providing permanent breakwaters and dikes where the flood potential is high.
• Evaluate the potential impact on ground level and underground tanks.
• Hazardous materials stored at or below grade moved to a safe location.
• Protection of drinking water sources.
• Impact of floodwater on high value and process equipment.
• Electrical hazards that may be created due to the presence of water (to both permanent
and temporary wiring).
• Affect of flooding on the structural integrity of the building.
• Retain a list of qualified personnel and contractors who can be contacted to assess and
repair flood damage.
• Arrange to have drinking water tested after a flood. This is particularly important in areas
where drinking water is obtained from wells.
� Airplane Crash
Buildings may experience roof collapse resulting from airplane crash. Building owners and
property managers should be aware of the potential for roof failure resulting from this effect.
The property management should consult with a professional engineer and /or architect to
assist in analyzing the integrity of the existing structure.
Based upon information of this nature, tolerable and un-tolerable conditions can be identified.
Procedures can be adopted that would identify conditions when unsafe loads may be
experienced and incorporate safe practices.
When intolerable conditions are expected or imminent, evacuation may be appropriate.
� Training, Drill and Exercise Considerations
In addition to the training, individuals have key roles to play during an emergency. Everyone
working in the facility will require some form of training to become familiar with the established
Emergency Plans. This could include distribution of the specific procedures to each employee
and occupant/tenant, periodic discussion sessions with occupants and tenants to review the
procedures, technical training in the use of special equipment if necessary and participation in
evacuation drills intended to improve awareness of the egress features provided in the building.
In addition to conducting fire drills at the frequency required, it is also necessary to periodically
assess the other types emergency procedures similarly through exercises or drills.
The purpose of conducting drills and exercises is to:
• Assess the ongoing effectiveness of the facility’s emergency procedures given different
scenarios and make corrections where necessary;
• Determine that sufficient adequately trained people are available to respond and carry out the
activities outlined in the emergency procedures;
• Ensure that the building occupants understand how to react in accordance with the building's
emergency response and evacuation procedures; and
• Provide an opportunity for emergency response training and practice.
Annexure-
Noise and Vibration Reduction Plan
The proposed project is for construction of group housing. During construction phase, sources
of noise emissions are expected from various construction equipments. General noise levels
generated from the operation of equipment and machinery used during construction period are
provided below –
Name of Source Noise Level at 16 m (50 ft) from source in dB (A)*
Noise Level at 1 m from source (calculated) in dB (A)
Air Compressor 87 111
Back Hoe/Loader 81 105
Concrete Pumper 70 94
Concrete Vibrators 77 101
Cranes - mobile 81 105
Dump Truck 83 107
Generator Not considered 75 (as prescribed by CPCB)
Hammering 86 110
Jackhammer 88 112 *Source: www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1-ConstructionNoise.pdf
Following mitigation measures shall be adopted during construction period-
• Workers employed in high noise areas will be rotated. Earplugs/muffs, or other hearing
protective wear will be provided to those working very close to the noise generating
machinery.
• Servicing of all construction vehicles and machinery shall be done regularly and during
routine servicing operations, the effectiveness of exhaust silencers shall be checked and if
found defective will be replaced. Vehicles hired for bringing construction materials at sight
shall conform to the noise emission standards and shall be operated during non peak hours.
• Smooth flow of traffic should be ensured on the internal road to avoid idling and honking of
vehicles.
• Regular sprinkling of water for dust suppression.
• Use of PUC certified vehicles / machinery.
• Ambient Noise level monitoring shall be conducted at suitable locations at periodic intervals
during construction phase to conform to the stipulated standards both during day and night
time. Data shall be reviewed and analyzed by the project manager for adhering to any strict
measure.
• Noise levels will also be monitored at point sources for occupational noise exposure and
ensuring health risk.
1
Annexure -
ELECTRICAL HAZARDS AND SAFETY PLAN WITH CODES & STANDARDS
Reduction the Risk:
� Install electrical systems to a suitable standard, e.g. BS 7671 requirements for electrical
installations and then maintain them in a safe condition.
� Effectively earth the non-current carrying metallic parts of the equipment
� Provide enough socket-outlets to avoid overloading due to use of adaptors.
� Choose equipment that is suitable for its working environment.
� Ensure that equipment is safe when supplied and then maintain it in a safe condition.
� Provide an accessible and clearly identified switch near each fixed machine to cut off
power in an emergency.
� For portable equipment, use socket-outlets which are close by so that equipment will be
easily disconnected in and emergency.
� Replace damaged dictions of cable completely.
� Protect light bulbs and other equipment which could easily be damaged in use.
� Use, an RCD (Residual Current Device) for additional safety
Work Safely:
� Make sure that people who are working with electricity are competent to do the job.
� Work permit system to be followed
� Suspect or faulty equipment is taken out of use, labeled ‘DO NOT USE’ and kept secure
until examined by a competent person.
� Not to allow work on or near exposed live parts of equipment unless it is absolutely
unavoidable.
� Minimize the potential for water or chemical spills on or near electrical equipment.
� Use equipment with three-prong plugs.
� Use circuit protection devices designed to automatically limit or shut off the flow of
electricity in the event of a ground-fault, overload, or short circuit in the wiring system.
Overhead power lines- When working near overhead lines, if possible, have them
switched off.
� Repairs of high voltage or high current equipment will be performed by trained
electricians.
� Electrical line diagram, showing flow of energy, indicating the location of transformers,
earth pits electrical panel boards and distribution of power from power house or
generator house switch room, cable network to be displayed.
2
� Use of be proper protective equipment’s e.g. rubber gloves, safety shoes and clothing’s
for the electrician.
� Plan to be made in such a way to provide ease of maintenance.
� Automatic protection of all electrical equipment through selective reliving system
Safety measures:
� Shock treatment training of personnel
� Fire fighting equipment’s and training of personnel for effective use
� Fire detection and alarm system
� Fire alarm systems at appropriate places
� Access for fireman
� Adequate fire fighting arrangement
� Adequate safety measures complying to the occupational safety manuals to prevent
accidents/hazards to the maintenance workers.
3
LIST OF STANDARDS (IS CODES) FOR FIRE PROTECTION SYSTEM
S. NO. IS NO. TITLE
1. 1668 : 1990 List of practice for provision and maintenance of water supplies
and fire fighting
2. 3844 : 1989 Code of practice for installation and maintenance of internal
fire hydrants and hose reels on premises (first revision)
3. 11360 :
1985
Specification for smoke detectors for use in automatic electrical
fire alarm system
4. 2175 : 1988 Specification for heat sensitive fire detectors for use in
automatic fire alarm system (second revision)
5. 11360 :
1985
Specification for smoke detectors for in automatic electrical fire
alarm system
6. 2189 : 1999 Code of practice for selection, installation and maintenance of
automatic fire detection and alarm system (second revision)
7. 636 : 1988 Non –percolating flexible fire fighting delivery hose (third
revision)
8. 884 : 1985 Specification for first aid hose reel for fire fighting (first revision)
9. 901 : 1988 Specification for couplings, double male and double female
instantaneous pattern for fire fighting (third revision)
10. 902 : 1992 Specification for suction hose couplings for fire fighting (first
revision)
11. 903 : 1993 Specification for fire hose delivery couplings, branch pipe,
nozzles and nozzle spanner (fourth revision)
12. 904 : 1983 Specification for two way and three way suction collecting
heads for fire fighting purposes (second revision)
13. 905 : 1980 Specification for delivery breechings, dividing and collecting,
instantaneous pattern for fire fighting purposes (second
revision)
14. 906 : 1988 Specification for revolving branch pipe for fire fighting (third
revision)
15. 907 : 1984 Specification for suction strainers, cylindrical type for fire
fighting purpose (second revision)
16. 908 : 1975 Specification for fire hydrant, stand post type (second revision)
17. 909 : 1992 Specification for underground fire hydrant: Sluice valve type
(third revision)
18. 910 : 1980 Specification for combined key for hydrant, hydrant cover and
lower valve (second revision)
19. 926 : 1985 Specification for fireman’s axe (second revision)
20. 927 : 1981 Specification for fire hooks (second revision)
21. 928 : 1984 Specification for fire bells (second revision)
22. 937 : 1981 Specification for washers for water fittings for fire fighting
purposes (second revision)
4
23. 940 : 1989 Specification for portable fire extinguisher, water type (gas
cartridge) (third revision)
24. 2171 : 1999 Specification for portable fire extinguishers, dry powder
(cartridge type) (third revision)
25. 2175 : 1988 Specification for heat sensitive fire detectors for use in
automatic detectors for use in automatic fire alarm system
(second revision)
26. 2546 : 1974 Specification for galvanized mild steel fire bucket (first revision)
27. 2871 : 1983 Specification for branch pipe, universal for fire fighting purposes
(first revision)
28. 2878 : 2004 Specification for fire extinguisher, carbon-dioxide type (portable
and trolley mounted) (third revision)
29. 3582 : 1984 Specification for basket strainers for fire fighting purposes
(cylindrical type) (first revision)
30. 4308 : 1982 Specification for dry powder for fire fighting (first revision)
31. 5290 : 1993 Specification for landing valve (third revision)
32. 5714 : 1981 Specification for hydrant, stand pipe for fire fighting (first
revision)
33. 6234 : 1986 Specification for Portable fire extinguishers, water type (storage
pressure) (first revision)
34. 8090 : 1992 Specification for couplings, branch pipe nozzle, used in hose
reel tubing for fire fighting (first revision)
35. 8423 : 1994 Specification for controlled percolating hose for fire fighting
(first revision)
36. 9972 : 1981 Specification for portable automatic sprinkler heads
37. 10204 :
1982
Specification for portable fire extinguishers mechanical type.
38. 13039 :
1991
Code of practice for provision and maintenance of external
hydrant system
39. 13385 :
1992
Specification for fire extinguishers 50 capacity wheel mounted
water type (gas cartridge)
40. 13386 :
1992
Specification for 50 litre capacity fire extinguisher, mechanical
foam type
41. 13849 :
1993
Specification for portable fire extinguisher dry powder type
(constant pressure)
42. 14609 :
1999
Specification for ABC dry powder for fire fighting
43. 15051 :
2002
Specification for High pressure fire hose delivery couplings
44. 15105 :
2002
Design and installation of fixed automatic sprinkler fire
extinguishing system.
5
APPLICABLE STANDARDS AND CODES FOR ELECTRICAL EQUIPMENT,
FITTINGS AND SAFETY MEASURES
S. NO. IS CODE NO. TITLE OF THE CODE
A. HT PANEL AND CABLES
1. IS: 2516 Circuit Breakers
2. IS: 2705 Current transformer
3. IS: 3156 Potential transformer
4. IS: 9385 High voltage fuses
5. IS: 6875 Control switches
6. IS: 1248 Electrical direct acting indicating instruments
7. IS: 722 AC electricity meter of induction type
8. IS: 3231 Electrical relays
9. IS: 2147 Degree of protection provided by enclosures for low voltage
switchgear and control gears
10. IS: 375 Marking and arrangement for switch gear, busbars, main
connection and auxiliary wiring
B. MV SWITCHGEARS AND DISTRIBUTION BOARDS
1. IS: 13947 Specification for low voltage switchgear and control gear
2. IS: 5578 Guide for marking of insulated conductors
3. IS: 11353-85 Guide for uniform system of marking and identification of
conductors and apparatus terminals
4. IS: 12063 Classification of degree of protection provided by enclosures of
electrical equipment
5. IS: 2675-83 Enclosed distribution fuse boards and cut-outs for voltages not
exceeding 1000V
6. IS: 2551-52 Danger notice plates
7. IS: 8623-93 Factory built assembles of switchgear and control gear for
voltages up to and including 1000 V AC and 1200V DC
8. IS: 8828 Miniature air break circuit breakers for voltages not exceeding
1000V
9. IS: 9926 Fuse wires used in rewritable type electric fuse up to 650 Volts
10. IS: 13703 HRC fuse links for voltage above 650V
11. IS: 2705
(Part-I,II &III)
Current transformers
12. IS: 3156
(Part-I,II &III)
Voltage transformers
13. IS: 1248 Indicating instruments
14. IS: 3231 Relays
15. IS: 375 Marking and arrangement of busbars Indian Electricity Act and
Rules
6
C. CABLES AND CABLE TRAYS
1. IS: 7098
(Part-I)
XLPE insulated LT
2. IS: 1554
(Part-I)
PVC insulated (heavy duty) electric cables: For working
voltages upto and including 1100V
3. IS: 8130 Conductors for insulated electric cables and flexible coards
4. IS:
3961(Part-II)
Recommended current ratings for cables: PVC insulted and
PVC sheathed heavy duty cables
5. IS: 5831 PVC insulated and sheath of electric cables
6. IS: 10810 Methods of tests for cables
D. WIRING SYSTEM
1. IS: 732 Code of practice for electrical wiring installation (system
voltage not exceeding 1100V)
2. IS: 1646 Code of practice for fire safety of buildings: general electrical
installation
3. IS: 9537 Conduits for electrical installation
4. IS: 2667 Fitting for rigid steel conduits for electrical wiring
5. IS: 3480 Flexible steel conduits for electrical wiring
6. IS: 3837 Accessories for rigid steel conduits for electrical wiring
7. IS: 694 PVC insulated cables upto and including 1100V
8. IS: 1293 Plugs and sockets outlets of rated voltage upto and including
250V
9. IS: 8130 Conduits for insulated electric cable and flexible cord
10. IS: 3854 Switches for domestic and similar purposes
11. IS: 3419 Fittings for rigid non-metallic conduits
12. IS: 4648 Guide for electrical layout in residential building
13. IS: 4649 Adopters for flexible steel conduits
14. IS: 14772 Boxes for enclosures of the electrical accessories
15. IS: 4615 Switch socket outlets (non-interlocking type)
16. IS: 8884 Code of practice for installation of electric bells and call system
17. IS: 2551 Electric danger notice plates
18. IS: 3646 Code of practice for interior illumination
19. IS: 371 Ceiling roses
20. IS: 302 General and safety requirements for household and similar
electrical appliances
21. IS: 3043 Code of practice for earthing
E. LIGHT FIXTURES
1. IS: 1913 Electric light fittings: General and safety requirements
2. IS: 1777 Industrial lighting fittings with metal reflectors
3. IS: 5077 Decorative lighting out fits
4. IS: 10322
(Part-I to IV)
Specification for luminaries: Flood lights
7
5. IS: 10322
(Part-V)
Luminaries for street lighting
6. IS: 1258 Bayonet lamp holders
7. IS: 3323 Bi-pin lamp holders for tubular: fluorescent lamps
8. IS: 1534 Ballasts for use in fluorescent light fittings
9. IS: 2215 Starters for fluorescent lamp
10. IS: 6616 Ballast for HP MV lamps
11. IS:1569 Capacitors for use in fluorescent, HPMV and LPSV lamps
circuits
12. IS: 2418
(Part-I)
Tubular fluorescent lamps
13. IS: 9900
(Part-I)
High pressure mercury vapour lamps
F.BATTERY AND BATTERY CHARGER
1. IS: 9128 Heavy duty batteries- specifications
2. IS: 6303 General requirement and tests for dry cells and batteries
G. TRANSFORMERS
1. IS: 10561 Application guide for power transformers
2. IS: 6209 Methods for partial discharge measurement
3. IS: 2071
(Part-II)
Method for high voltage testing
4. IS: 10028 Code of practice for selection, installation and maintenance of
transformers
5. IS: 9128
(Part-I)
Specification for power transformers: General
6. IS: 11171 Dry type power transformers ANSI C57, 96 IEEE guide for
loading dry type distribution and power transformers
7. IS: 2026
(Part-IV)
Specifications for power transformers: Terminal marking
tapping and connections
8. IS: 3639 Specifications for fitting and accessories for power transformer
H. BUS TRUNKING/DUST (FOR DG SETS AND TRANSFORMERS)
1. IS: 5486
(Part-II)
Particular requirement of bus bar trunking system
2. IS: 439/2 Particular requirement of bus bar trunking system
3. IS: 529 Degree of protection
4. IS: 60331 Applicable for cast resin bus bar fire rating
I||lD RE$EARCH & DEIJELOPI|EIIT HOU$E PtlI LTD,N ABL ACCREDITED IABARATO RY
(lSO 9001 :201 S/tSOl &01 :201 5/OHSAS/18M1 :2007)
C-10, 2nd Floor, Sector-6, Noida-201301 (U.P.)Tel. : +91 120 4215489, E-mail : [email protected]
TEST REPORT{Water)
Page l/2
ReDort No. : rRDH-0518-COM-WQ-831Date of Renortins aTloqza18Issued to M/s f nd Tech House Consult, G-8/6, Ground Floor, Sector-l1, Rohini,
Delhi-110085
Project Name Development of Residential Colony under DDJAY {6.206 Acres}, Village-Mohammadpur Gujar and Sohna Sector-35, Sohna, Gurugram by M/SFaith Buildtech Pvt. Ltd
Nafure of Sample Ground WaterIdentification of Samnle Water collected from nearbv oroiect site in 2 litre can
Date of SamDlins 29lOsl2018Method of sampling lS 3025- Part 1{1987)
Date of testing: 29 | os / 2018 To 0al6120 1 8
Sampled by IRDH - Team
RESULTS
S
No. Parameter Test Protocol Results Unit
Requirements as per
rs 10500- 2012
Acceptable Limit( Max)
Permissiblelimits(*tax)
I pH IS3025P-I1 r983 7.80 6.5-8.5 No Relaration
) Turbiditv IS 3025 P-I0 11984) 4.5 NTU I 5
3. Total Hardness rs 3025 P-21 (2009) 428.0 mgn 200 600
4.Total Ilissoh.edSolids [DS) IS 3025 P-r6(1984) I128.0 mg4 500 2000
3. Calcium as Ca IS 30?5 P-40 ir99l) 86.{ mg/l 200
6. Magnesium as Mg IS 3025 P-16 f1994) 5l .51 mg/lJU 100
7.Total Alkalinity as
CaCO-rIS 3025 P-23 (1986) 128.0 mgA
200 600
8. Chloride as Cl rs 302s P-32 (1988) 310.0 mg/l 250 1000
9. Barium as Ba Anner F ofIS:13428 <0.05 mg/l o.7 No Relaxation
10. Ammonia as N IS 3025 P-34 (1988) <0. I mg/l 0.5 No Relaxation
l1 Sulphate as SOr IS 3025 P-2a 11986) 70.0 mg/l 200 400
12. Nitrate as NO3 IS 3025 P-34 (r988) 32.0 mg/l 45 No Relaxatron
Head Office: G-8/6, Ground Floor,Sector-11, Rohini, Delhi-110085Tel.: +91 - 11-2757 1410, 64607252E-mail : [email protected]
,A5.ANZ
IIID RESEARCH & DEIIELOPIdE}IT HOtJSE P\lI LTD,
N ABL AC C RED'TED LABO RAT O RY(lSO 9001 :201 5/lSOl $01 :201 S/OHSAS/I 80Ai :2007)
C-10, 2nd Floor, Sector-6, Noida-201301 (U.P.)Tel. : +91 120 4215489, E-mail : [email protected]
Report Nc. - IRD[I-O5f8-COI{-I\'Q{31 Prge: 2/2
S
No. Parameter Test Protocul Results IInit
Requirements as per
IS 10sfi)- 2012
Acceptable Limit( Max)
Permissiblelimits(Max)
13. Fluoride as F APIIA,22"dEdition o.26 mdr 1.5
1jl. lron as Fe is 3025 P-53 i20O3) 0.10 mC/lcl.3 No Relaxation
15. Aluminiumas Al rs 302s P-55i 2003) <o.01 mC/t0.03 0.2
16. Anicnic Detergent Anner K oflS:l 3428 {.05 mgA0.2 I
17.PhenolicComoounds
IS 3025 P-43 (1992) <0.001 mdl 0.001 0.002
18. Boron as B rs 3025 P-57 i2005). <0.1 mg/10.5
19. Chromium as Cr rs 3o2s P-52 (2003) <0.01 me/l 0.05 No Relaration
20. Lead as Pb is 3025 P47 il 994) 4.01 mg/l 0.01 No Relaxation
2t. Copper as Cu rs 3025 P42 (1e92) <0.01 tndl 0.05 1.5
,,} Merctrry as Hg IS 3025 P-48 (l994) <0.001 ng/l 0.001No Relaxation
23. Manganese as Mn rs 3025 P-59 (2006) <0.01 mg/l 0.10.3
24. Zinc as Zn IS 30?5 P49 f 1994) 4.01 mgA 5l5
tq Arsenic as As IS 3025 P-37 (1988) 4.01 mC/l 0.01No Relaxation
26. Nickel as Ni IS 3025 P-54 (2003) €.ol mg/l 0.0?No Relaxation
71 Cadmium as Cd rs 3025 P-11 (1992) <0.001 ml 0.003No Relaxation
'Frd ofReport'
1- Tes Rqort is limited to the invoi.ce mised2-Tut Reltort camot be rqtroluced in a ptrt or as *hole in cowt *irtout laboraory permission3- Samples shall be rdainedfor 1 weeks afo tat rqtort submilled.
Head Office: G-8/6, Ground Floor,Sector-ll, Rohini, Delhi-1100851s1.; +91 - 11 - 27571410, 54607252E-mail : [email protected]
,AS-At{Z
I}ID RESEARCH & DEIIELOPi'EI{T l|OUSE PtlI LTD.NABL ACCRED'TED LABARATORY
(S O 9AM : 201 dns O I /nO1 : 201 5/O HS AS/1 8 001 : 2007)C-l0, 2nd Floor, Sector-6, Noida-201301 (U.p.)
Tel. : +91 120 4215489, E-mail : [email protected]
TEST REPORT(Soil)
Renoft No. : rRDH-0518-COM-SL-831
Date of Reuortins 07/06/2018Issued to M/s Ind Tech House Consult, G-8/6, Ground Floor, Sector-11, Rohini, Delhi-
110085Project Name Development of Residential Colony under DDJAY
Mohammadpur Gujar and Sohna Sector-35, Sohna,Buildtech Pvt. Ltd
{6.206 Acres}, Village-Gurugram by M/S Faith
Nature of Sample SoilIdentification of Samole Soil samole collected from Proiect siteDate of Samnlins 29/As/2A!8Method of samDlins USDA methodDate of testing: 29/0s12018 To 0al06/2018Sampled bv IRDH - Teanr
RESULTS
S. No. Parameter Tesf Method Results Unit
I pH IS 2720 P-26 i1987) 7.98
2. Conductivity IS 14767 (RA 2016) 556.0 pS/cm
3. Moisture IS 2720 P-25 iI972) 5.8 o/o b.v mass
4. Water Holding Capacity IRD}VSOP-SL/07 40.0 Yo
5. Specific Grali4' IS 2720 P-3 ir980) 2,20
6. Bulk densiw IRD}YSOP-SLIO6 I .{l gm./cc
7. Chlcride IRDIVSOP-SUI4 2l1.0 mgkc
8. Caicium IRD}VSOP-SL/I7 1904.0 mdkg
9. Sodium IRDWSOP-SIJII 178.0 mgAig
10. Potassium IRDWSOP-SL/I2 96.0 mg/kC
11. Magnesium IRDiVSOP.SUI6 216.0 mg/kg
12. Organic matter ls 2720P-22 (1972\ 0.6t %o by mass
13.CationExch4ngeCapacit-v(CEC)
IRDII/SOP.SLIOg r4.0 meq/l00gm
14. Alailable nitrogen IS 14684 112.0 mgkc
15. Available Phosphorous IRD}#SOP-SL/10 7.O ng/kg
Head Office: G-816, Ground Floor,Sector-11 , Rohini, Delhi-110085Tef .: +91 - 11 - 2757 1419, 646A7252E-mail : [email protected]
JAS-Alrlz
IIID RESEARCl| & DEI,ELOPIIEilT l|OU$E PIII LTD.N ABL AC C RED'TE D LABO RATO RY
(lS O 9001 : 201 S/r S O I qni : 2Ot SlO H SAS/1 AN)t : 2007 )C-10, 2nd Floor, Sector-6, Noida_201301 (U.p.)
Tet. : +91 120 4215489, E_mait : [email protected]
Repoft N& - IRffI-OS1$C{}M-SLS1 Pege 2ll
S. No. Parameter Test Method Results Unit
16.
Textue
IRD}VSOP-SL/08 %o by massSand 66,8Clay 24.O
silt 09.2
17.Sodium AbsorptiutRatidSAR) IRDTVSOP-SL/I3 1.03 By calculation
rErd ofReport'
I- Txt Rqort is limitd to the invoice rcised2-Test Rqtort cannot be tqnoilted ia a part or as w*ole ia cost tithost labrntity permission3- Senqles shall be rdainedfor 1 wec*s afer tx rqott submitted.
Head Office: G-816, Ground Floor,sector-11, Rohini, Delhi-110095Tel.: +91 - 11 - 2757141A, 64607252E+nail : [email protected]
.ilts-Ar{z
C?
IIID RE$EARCH & DEIIELOP||{EIIT l|OUSE Ptll LTD,N ABL AC C RED'TED LABO R,ATO RY
(SA 94il :201 5/,5o1 4001 :201 5/OHSAS/I 8001 :2007)C-l0, 2nd Floor, Sector-6, Noida-201301 (U.P.)
Tel. : +91 120 4215489, E-mail : [email protected]
TEST REPORT(AmbientAir)
'Eld ofReport"
1- Tes Repafi is limited ta the invoi.ce mised2-Test Report camot be rqtruduced in a part ot as *'hole in cost firhout laboraory permissian3- Sanples sho& be raaiaedfor 1 *eeks efa tat rqort ssbmiaed-
Repofi No tRDH-0518-COM-MQ-831
Date of Reporting 07/6/2A,3
fssued to M/s f nd Tech House Consult, G-815, Ground Floor, Sector-ll, Rohini,Delhi-110085
Project Name Development of Residential Colony under DDIAY t6.206 Acres),Village-Mohammadpur Gujar and Sohna Sector-35, Sohna, Gurugramby M/S Faith Buildtech Pvt. Ltd
Twe of Monitorins Ambient Air MonitoringDate of Sampling 29las/2a18 to 30/0s/2018 ts* 1) &
02 | a6 / 2AL8 rc A3 / O6 / 2Ot8) {Sf; 2}Incation Project sitePararneters to be samnled PM25, PM16, SO2, NOr, CO
Weather condition Clear sky
M€thod of samoline As per standard MethodDuration of Monitoring 24 hourly
RE,SIJLTS
S.No
Parameter Method ResultsUnit
Requirrcment(CPCBlimits)*s#1 s#2
I Particr:late Matter as Pld2.5 TRDWSOP/AAQMIOI 82.0 87.0 pg/m' 60
2. Particulate Matter as PMyo IS 5182 P- 23 (2006) 180.0 190.0 pg/m' 100
3. Sulphur dioxide as SO2 rs 5182 P-02 i2001) 08.0 10.0 Fg/m= 80
4. Nitrogen dioxide as NO? rs 5182 P-06 (2006) 24.0 26.0 pdm' 80
5. Carbon monoxide as CO IRDIYSOP/AAQIvI/O8 0.80 0.82 mgm' 4.0
*Ga&tte notifieation puhlishetl by MaEF&CC, New Delhi on 18 Nov. 2009
Head Office: G-8/6, Ground Floor,Sector-11, Rohini, Delhi-110085Tel.: +91- 11-27571410, 64607252E-mail : [email protected]
IUUSEARCH & DEIIELOPF'EiIT ltOUSE PtlI LTD,NABL ACCREDITED LABARATORY
(lSO 9001 :201 5/lSOl 4001 :201 S/OHSAS/I BlOt :2007)C-10, 2nd Floor, Sector-6, Noida-201301 (U.p.)
Tel. : +91 120 4215489, E-mail : [email protected]
TEST REPORT(AmbientNoise)
RESULTS
'End ofRepcrt"
1- Tes Rqott is limited to the invoiu ruised2:T:o R?"n,.1ryot be rqroilaced in a1mrt or as t*ole in cout *ithoar lzboraory prmbsion3- Sampla shall be raainedfor 1 weeks aSo test rqnrt sabmiaed.
Report No I RDH-0518-COM-ANQ-831Date of Reporting a7lffilz0LgIssued to M/s Ind Tech House Consult, G-816, Ground Floor, Sector-ll^, Rohini,
Delhi-110085Prcject Name Developrnent of Residential Colony under DDJAY (6.206 Acres),
Village-Mohammadpur Gujar and Sohna Sector-35, Sohna, Gurugramby M/S Faith Buildtech Pvt. Ltd
Type of Monitoring Ambient Noise MonitoringDate of Sampling 2elo5/2o78 to 30/0s1201s {s# t} &
02 / 06 / 20L8 b A3 / A6 / 2A1,8) (Sf 2)Location Project siteMethod of samplins As per standard MethodSampling Protocol lS:9876-2004; lS 9989-2003Duration of Monitorins 24 hourlySample drann by IRDH Laboratory
Sr. Ho. locations Dry Time (Lday)ffisoAM - 1&00PM
Night Time {tnight}losoPM-06{nAM
ANQ Project site s#1 s#2 s#r s#253.9 s3.6 40.4 4L.2
CPCB LimitsSr. No DayTime Nightfime
t Industrial area 70
7 Commercial area 65 5,t
J. Residmtial area 45
4. Silence Zrne 50 40
6-)ry{Q)
Head Office: G-8/6, Ground Floor,sector-'ll, Rohini, Delhi-110095Tel.: +91 - 11 - 2757141A, 64607 252E+nail : [email protected]
,A5.ANZ