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as on June 27, 2025
Krishna jakkalwad
Pune, Maharashtra 411033
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Experts In:Brick Work Contractor , Civil Contractor , Demolition Contractor
The Work of Demolition Contractors in Pune’s Re-construction | Foot2Feet
Urban development requires destruction of obsolete or hazardous structures in the urban areas. Cities keep on changing, hence increasing the demand for professional demolition contractors who can demolish structures effectively and safely, clear sites and pave the way for new construction projects. This complex operation requires comprehensive planning, strict observation of safety and environmental standards, robust equipment, as well as the use of modern techniques.
The skill of the demolition contractor lies in negotiating the intricacies of each job. It involves handling trash disposal and recycling to preliminary site surveys and securing requisite permissions. It is a process left to experts who ensure every procedure is carried out precisely to reduce hazards not only to surrounding buildings but also to the environment. At their command, they have a range of techniques such as mechanical demolition, controlled implosion, selective dismantling. All of them are adapted to the concrete, needs of the structure and its surroundings.
Understanding the process of demolition is very critical to stakeholders in construction, real estate development, or any other like industry. Through the information below, we will get the insight into the important role of a demolition contractor, especially in Pune City by elaborating on their working tools and techniques, regulatory framework within which they operate, and costs for their services. We, at Foot2Feet care about demolition of the building as much as we care about the construction.
What are the Conditions for Demolition?
Demolition contractors asses these following mentioned conditions before taking down the building or any construction.
Instable Structure
Structurally unsound buildings and those which pose safety risks.
Redevelopment
If the land is required to undergo new construction projects.
Environmental Hazards
If hazardous materials like asbestos or lead that cannot be mitigated are present at the site.
Safety Codes
Buildings which do not follow current building codes and cannot be renovated economically.
Life Cycle of a Building
Older buildings that have reached the end of their useful life and are beyond repair.
Pune being an old city, there are many areas that have old and unstable buildings. Those structures are going for renovation and some are getting dismantle to avoid accidents.
Alt Text: Monochrome scene depicting life workers construction industry site
Image Source: freepik.com
Equipment and Resources Used by Pune’s Demolition Contractors
Every machine that is required for demolition is designed for a specific purpose. They are equipped with specialized tools to complete the intended work. Demolition contractors use the following machineries to demolish the structure efficiently.
Excavators
Versatile machinery used to break structures.
Bulldozers
To push debris and leveling sites.
Wrecking Balls
Heavy-duty equipment for big-scale demolitions.
Cranes
To lift heavy materials and machinery.
Hydraulic Hammers
To break concrete and other tough materials.
Skid Steer Loaders
To move debris and small-scale demolition.
Scaffolding
For safe access to different levels of the structure.
Safety Gear
Helmets, gloves, safety glasses, and harnesses for worker protection.
Trucks and Dumpsters
To haul away debris and waste.
Demolition contractors of Pune use these tools to make the demolition process convenient and safe for the workers as well as the neighborhoods. At Foot2Feet, we too asses the site for the required tools and equipment.
How do Demolition Contractors in Pune Make the Estimate for a Building Demolition?
In India, also in the big city like Pune, the cost of building demolition normally depends on factors such as location, building materials, and the complexity of the demolition process.
The cost of building demolition can vary widely based on several factors, including:
Area and Height of the Building
Buildings with large and taller structure cost more to demolish.
Location
Urban areas have stricter regulations and limited access that affects the costs.
Building Materials
Materials like asbestos require special handling and increase costs.
Method of Demolition
Implosion, mechanical demolition, and deconstruction vary the cost.
Waste Disposal
The distance to the site of waste disposal and the amount of waste generated also influence the cost.
Like in the city of Pune, not all the areas or neighborhoods are the same. The demolition cost for a building in Sadashiv Peth will be different from the demolition cost of the building in Kothrud or Swargate. At Foot2Feet, we asses all these factors for safe and smooth demolition.
Precautions Taken by Demolition Contractors in Pune City
Various precautions are essential to ensure safety, protect surrounding areas, and comply with regulations. Here are key precautions taken:
Site Assessment
By assessing the structure's condition thoroughly, including its stability, presence of hazardous materials (like asbestos), and potential impact on neighboring buildings.
Safety Planning
A detailed demolition plan that includes safety protocols, emergency procedures, and protective measures for workers, visitors, and nearby residents.
Permits and Regulations
By obtaining necessary permits and complying with local, state, and federal regulations regarding demolition, environmental protection, and safety standards.
Utility Disconnection
Coordinating with utility companies to safely disconnect electricity, gas, water, and other services to prevent accidents and ensure worker safety.
Structural Reinforcement
Strengthening adjacent structures, installing protective barriers, and using shoring techniques to prevent unplanned collapses or damage during demolition.
Dust and Debris Control
Implementing measures to minimize dust, noise, and airborne debris, by using water sprays, dust curtains, and covering debris piles.
Waste Management
Managing and disposal of demolition waste properly, segregating materials for recycling and ensuring hazardous materials are handled as per the regulations.
Emergency Response Plan
With a workable emergency plan in place, including evacuation procedures, first aid resources, and communication protocols in case of accidents or unplanned events.
Public Safety
By communicating with local authorities, businesses, and residents about the schedule, safety, and any potential disruptions to ensure public safety and minimize inconvenience.
Environmental Protection
By controlling runoff, preventing soil contamination, and managing hazardous materials responsibly.
Post-Demolition Cleanup
A thorough cleanup of the site after demolition, making it free of debris, hazardous materials, and safe for future development or reuse.
If these precautions are followed, demolition contractors can lower the risks, protect the environment, and ensure the safe and efficient practice of demolition projects. Some of the areas in Pune City have very narrow lanes and dense neighborhood. So it becomes crucial for demotion contractors to ensure the safety and take precautions.
Alt Text: Aerial view of a bulldozer demolishing houses
Image Source: pexels.com
How do Foot2Feet's Demolition Contractors Deal with Illegible Constructions?
Specific procedures are followed to ensure compliance with legal and safety standards while demolishing illegal constructions. Here is how it normally happens:
Identification and Verification
Through public complaints, aerial surveys, or field inspections authorities identify illegal constructions. Then with zoning laws, building codes, or land use regulations the structured is verified.
Issuing Notice
A notice is issued to owners or occupants of illegal structures from local authorities for violations with a deadline for voluntary compliance or demolition.
Legal Process
Authorities initiate legal proceedings if owners fail to comply voluntarily. This is done by obtaining a court order or demolition warrant for the demolition of the structure.
Safety Assessment
Authorities conduct a safety assessment to evaluate potential risks before demolition such as structural instability, hazardous materials, or environmental impacts.
Demolition Plan
Demolition plan of outlining methods, equipment, safety measures, and waste disposal procedures ensure compliance with environmental and safety regulations.
Execution
Mechanical demolition (using excavators), manual demolition (hand tools), or controlled implosion (in rare cases) are carried out by contractors using appropriate methods to protect workers and minimize disruption.
Waste Management
Debris and waste is managed according to regulations, segregating materials for recycling and hazardous waste for proper disposal. Authorities supervise cleaning management to restore the site’s integrity.
Legal Closure
Authorities make the record of demolition completion to ensure site restoration, and update to compliance with legal requirements.
It is a collaboration among authorities, contractors, and affected parties toward realizing a lawful and efficient resolution. The authorities control the process for the restoration of legality and urban planning standards with a view to public safety. The legal notices of illegal construction in Pune City are issued by the PWD in accordance with municipal authorities.
Demolition contractors at Foot2Feet take all the required steps in order to take down illegal constructions.
Evolution in the Process of Demolition
The progress of demolition went from labor-intensive manual methods to more approaches that are sophisticated. Nowadays, the modern methods range from implosive demolition techniques implicated on tall structures to advanced hydraulic excavators that let one dismantle with class and new techniques. Advances in recycling most materials to cutoff waste are also available. The safety measures have also evolved over the years; strict protocols regarding hazardous materials and structure assessments become normative practices.
Alt Text: Man with Hammer Standing on Concrete Wall
Image Source: Pexels.com
Techniques Used by Pune’s Demolition Contractors
Each of the techniques chosen based on the structure's size, location, and surrounding environment:
Implosion
It is ideal for tall structures in dense urban areas to collapse a building inward.
Mechanical Demolition
Use of excavators and bulldozers to dismantle buildings piece by piece is done for ensuring controlled deconstruction.
Deconstruction
Many reusable materials are saved from going to waste by disassembling a product, thus promoting sustainability.
Selective Demolition
For renovations or partial demolitions, specific areas are targeted within a structure while preserving other parts.
High-reach Excavators
These machines are equipped with extended arms for demolishing tall buildings from the top down, enhancing safety and efficiency.
Manual Demolition
Using hand tools and smaller equipment for dismantling structures in restricted areas or sensitive environments.
Explosive Demolition
Its similar to implosion but using controlled explosives strategically placed to bring down buildings in an intended manner.
Hydraulic Breakers
Hydraulic hammers mounted on excavators or specialized machinery is useful in breaking down concrete and rocks.
Wrecking Balls
Large steel balls suspended from cranes demolishes masonry and concrete structures through repeated impacts.
Cutting and Splitting
To cut through reinforced concrete and other tough materials, diamond wire saws or concrete saws are used.
Burners and Torches
Oxy-acetylene torches or other thermal cutting methods are used to cut and dismantle steel structures.
Grapples and Crushers
Excavators are equipped with specialized attachments to grab and crush materials. It is useful in debris removal and recycling.
Non-Explosive Demolition Agents
These are chemical agents or expansive compounds used to break apart rocks or concrete without explosives.
Robotic Demolition
In hazardous or inaccessible areas, remote-controlled robots are used which are equipped with tools for precision demolition.
Manual Methods
For small-scale demolition or selective dismantling, hand tools, such as sledgehammers and jackhammers are used.
Each technique offers unique advantages in terms of efficiency, safety, environmental impact, and suitability for different types of structures and demolition projects. Contractors at Foot2Feet choose the right method which involves factors such as site conditions, neighboring structures, regulatory requirements, and project goals.
Safety Measures Taken by Demolition Contractors
There is a potential of structural collapses, fires, hazardous material exposure, and equipment failure or accidents with workers. There has to be a workable safety protocol.
Structural Checks
Regular inspection before and during demolition ensures stability.
Fire Safety Measures
Fire extinguishers, clear flammable materials, and secure hot work permits.
Hazardous Material Management
Identify and handle risky materials such as asbestos, lead, and other contaminants according to regulations.
Equipment Safety Protocols
Machinery operators should have proper training and knowledge of maintenance, and supervision.
Emergency Response Plans
To avoid onsite emergencies, evacuation routes, emergency contacts, and procedures need to be established.
It is very crucial to be cautious of the accidents. Demolition contractors of Pune follow all the rules and guidelines to make the demolition risk free.
Responsibilities of a Demolition Contractor
The demolition contractor is in charge of demolishing buildings and other structures effectively and safely. Their remit encompasses overall supervision of the demolition job process: from planning to obtaining necessary permits, arranging switching off utilities, safety measures, and disposal of waste materials.
Frequently Asked Questions about Demolition and Contractors (FAQs)
Q: What are the various permits and regulations demolition contractors must take care of?
A: Contractors have to obtain demolition permits, follow local building codes, environmental regulations, and safety standards set by Building and Other Construction Workers Act, 1996 and the National Building Code of India, 2005.
Q: How do demolition contractors assesses a job site before demolition?
A: Contractors perform an extensive viewing of the location to survey the structural conditions of the building, hazardous materials, and assess potential risks. This means that contractors view any available architectural plans for the building, evaluate the condition of the building, and consult with engineers and safety experts.
Q: How do contractors handle about the noise pollution during demolition?
A: Contractors use noise barriers and hold high-noise activities during less disruptive hours. Quieter machinery is also used, together with regular equipment maintenance to keep them from being very noisy.
Q: Why is a pre-demolition audit important?
A: A pre-demolition audit establishes materials of value for re-use or recycles, identifies hazardous substances in the process, and determines compliance with environmental legislation. This auditing will help plan a safe demolition process by being effective.
Q: How demotion contractors think about minimal impact on wildlife around job sites?
A: Contractors do environmental impact assessments, which involve identifying wildlife in the area, and their habitats, and take measures for their protection by the use of buffer zones, careful work scheduling to avoid sensitive periods, and, where necessary, the translocation of wildlife.
Q: What are some of the first steps a demolition contractor takes after the approval of a project?
A: At the very beginning, it becomes very important for a contractor to take necessary permits, notify neighbors, arrange utility disconnection, set up safety measures, and mobilize equipment and supervision to the site.
Q: What kinds of buildings or constructions generally require demolition services?
A: Those buildings or constructions, which are old and unsafe, non-operational industrial buildings, non-registered commercial properties, illegal residential houses, and any structure that needs to be removed for redevelopment require to be demolished.
Q: What are the necessary equipment required for standard building demolition?
A: For standard demolition of a building, these are some of the equipment that are required; excavators, bulldozers, wrecking balls, cranes, hydraulic hammers, skid steer loaders, scaffolding, safety gear, and trucks or dumpsters for debris removal.
Q: What can you expect from Foot2Feet for your demolition project?
A: Foot2Feet looks into the site’s requirement before making the plan. We asses all the possibilities with which we can process demolition with at most precautions. We practice all the safety measures and follow the rules to get the job done efficiently.
Q: How safety is ensured on-site during the demolition process?
A: The safety at the time of demolition is ensured through rigorous planning, by using protective gear, implementing safety protocols, conducting regular safety meetings, and continuous monitoring of the site.
Q: What is the process for disconnecting utilities before the start of demolition?
A: Contractors coordinate with utility companies or government authorities to disconnect water, gas, electricity, and sewer lines to prevent accidents during demolition.
Q: How are the waste and debris managed during and after the demolition process?
A: The waste is sorted on-site itself, with materials like concrete, metal, and wood separately goes for recycling. Debris is then loaded into trucks and transported to appropriate disposal facilities.
Q: How do contractors handle the environmental impact of a demolition project?
A: Environmental impact is minimized by controlling dust, managing waste responsibly, using eco-friendly equipment, and ensuring proper disposal of hazardous materials.
Q: How do factors like building size, location, and materials affect the cost of demolition?
A: Larger buildings, urban locations with restricted access, and structures containing hazardous materials increase demolition costs due to higher labor, equipment, and disposal needs.
Q: Under what conditions a building is considered unsafe and requiring demolition?
A: Conditions include severe structural damage, risk of collapse, extensive mold or pest infestations, and the presence of hazardous materials that cannot be safely removed.
Q: What steps do contractors take to minimize disruption to the surrounding area?
A: Steps include using barriers and fencing, scheduling work during off-peak hours, controlling dust and noise, and coordinating with local authorities to manage traffic and pedestrian safety.
Q: Can you describe the importance of an experienced crew in a demolition project?
A: An experienced crew is crucial for safely handling complex demolition tasks, anticipating potential issues, and ensuring the project is completed on time and within budget.
Q: How do contractors plan for unexpected challenges during demolition?
A; Contingency plans are developed to address potential issues such as hidden hazardous materials, equipment failure, and unexpected structural problems, ensuring minimal delays and safety risks.
Q: What is the importance of post-demolition site cleanup and preparation for future use?
A: Post-demolition cleanup is essential to remove debris, ensure the site is safe and ready for new construction, and comply with environmental regulations, providing a clear and build-ready area for future development.
By addressing these questions and insights, potential clients and stakeholders can gain a comprehensive understanding of the demolition process and the critical role contractors play in ensuring safe and efficient project execution.
At Foot2Feet, there is an assurance that you will find a good demolition contractor who will understand the requirements of the project and will act with all the necessary guidelines by followings the safety precautions.
UDCPR 2020 Chapter 9 is all about the Requirements of Part of the Building as per mentioned in the UDCPR
This is Applicable to all Planning Authorities and Regional Plan Areas except Municipal Corporation of Greater Mumbai, Other Planning Authorities/Special Planning Authorities/ Development Authorities within the limit of Municipal Corporation of Greater Mumbai, MIDC, NAINA, Jawaharlal Nehru Port Trust, Hill Station Municipal Councils, Eco-sensitive/Eco-fragile region notified by MoEF & CC and Lonavala Municipal Council, in Maharashtra.
Rule No. 9.27 Provision of Lift
9.27.1 Planning and Design
At least one lift shall be provided in every building that is more than 15 m in height. In the case of buildings more than 24 m. height, at least two lifts shall be provided. However, in the case of a proposal to add one additional floor to an existing building with a lift, it will not be necessary to raise the existing lift to the additional floor.
For buildings or floors of the building to be constructed for Retirement Homes or Senior Citizen Housing, a lift shall be provided irrespective of the height of the building.
The planning and design of lifts including their number, type, and capacity depending on the occupancy of the building, the population of each floor based on the occupant load and the building height shall be in accordance with Section-5 - Installation of Lift & Escalators of Part VIII - Building Services of National Building Code of India.
All the floors shall be accessible for 24 hours by the lifts. The lifts provided in the buildings shall not be considered as a means of escape in case of emergency. Grounding switch at ground floor level to enable the fire service to ground the lift cars in an emergency shall also be provided.
The lift machine rooms shall be separate and no other machinery shall be installed therein.
9.27.2 Fire Lift
Fire lift shall be provided as mentioned in Regulation No.9.29.8.
Rule No. 9.28 Exit Requirements
9.28.1 The following General requirements shall apply to exits
a) In every building or structure, exits shall comply with the minimum requirements of this part, except those not accessible for general public use.
b) Every exit, exit access or exit discharge shall be continuously maintained free of all obstructions or impediments to full use in the case of fire or other emergency.
c) Every building meant for human occupancy shall be provided with exits sufficient to permit safe escape of occupants, in case of fire or other emergency.
d) No building shall be so altered as to reduce the number, width, or protection of exits to less than that required.
e) Exits shall be clearly visible and the route to reach the exits shall be clearly marked and signs posted to guide the occupants of the floor concerned.
f) All exits shall provide continuous means of egress to the exterior of a building or to an exterior open space leading to a street and,
g) Exits shall be so arranged that they may be reached without passing through another occupied unit.
9.28.2 Type of Exits
An exit may be a doorway, a corridor, a passage, or a way to an internal staircase or external staircase, a ramp, or to a verandah and/or terraces that have eaves to the street or to the roof of a building. An exit may also include a horizontal exit leading to an adjoining building at the same level. Lifts and escalators shall not be considered as exits.
9.28.3 Number and Size of Exits
The requisite number and size of various exits shall be provided, based on the number of occupants in each room and floor based on the occupant load, capacity of exits; travel distance, and height of the building as per provisions of Regulation No.9.28.4 to Regulation No.9.28.8.
9.28.4 Arrangement of Exits
Exits shall be so located that the travel distance on the floor shall not exceed as given below :-
Table No.9-D | |
|---|---|
| Type of Building | Travel Distance |
| Residential, Educational, institutional, and Hazardous occupancies | 22.5 m. |
| Assembly, business, mercantile, Industrial, and Storage Occupancies | 30.0 m. |
Whenever more than one exit is required for a floor of a building, exits shall be placed at remote from each other as possible. All the exits shall be accessible from the entire floor area at all floor levels.
Note – For the buildings where a sprinkler system has been provided in the entire building for fire fighting, the travel distance may be increased by 50% of the value specified in the above table.
9.28.5 Occupant Load
For determining the exits required, the number of persons within any floor area or the occupant load shall be based on the actual number of occupants, but in no case less than that specified in Table No.9-E below :-
Table No.9-E | ||
|---|---|---|
| Sr. No | Group of Occupancy | Occupant Load Floor Area in sq.m. per person |
| (1) | (2) | (3) |
| 1 | Residential | 12.5 |
| 2 | Educational | 4.0 |
| 3 | Institutional | 15 (See Note i) |
| 4 | Assembly | |
| a) With fixed or loose seats and dance floors | 0.6 (See Note ii) | |
| b) Without seating facilities including dining rooms | .5 (See Note ii) | |
| 5 | Mercantile | |
| a) Street floor & Sales basement | 3 | |
| b) Upper sale floors | 6 | |
| 6 | Business and Industrial | 10 |
| 7 | Storage | 30 |
| 8 | Hazardous | 10 |
Note :
i) Occupant load in dormitory portions of homes for the aged, orphanages, insane, asylums etc. where sleeping accommodation is provided, shall be calculated at not less than 7.5 Sq.m. gross floor area per person.
ii) The gross floor area shall include, in addition to the main assembly rooms or space, any occupied connecting room or space in the same storey or in the storeys above or below where the entrance is common to such rooms and spaces and they are available for use by the occupants of the assembly place. No deductions shall be made in the area for corridors, closets or other subdivisions, that area shall include all space serving the particular assembly occupancy.
9.28.6 Capacity of Exits
1) The unit of exit width used to measure the capacity of any exit should be 50 cm. A clear width of 25 cm. should be counted as an additional half unit. Clear width less than 25 cm. should not be computed for exit width.
2) Occupants per unit exit width shall be in accordance with Table No. 9-F
Table No. 9-F | ||||
|---|---|---|---|---|
| Sr.No. | Group of Occupancy | Number of Occupants | ||
| Stairways | Ramps | Doors | ||
| (1) | (2) | (3) | (4) | (5) |
| 1 | Residential | 25 | 50 | 75 |
| 2 | Educational | 25 | 50 | 75 |
| 3 | Institutional | 25 | 50 | 75 |
| 4 | Assembly | 40 | 50 | 60 |
| 5 | Business | 50 | 60 | 75 |
| 6 | Mercantile | 50 | 60 | 75 |
| 7 | Industrial | 50 | 60 | 75 |
| 8 | Storage | 50 | 60 | 75 |
| 9 | Hazardous | 25 | 30 | 40 |
9.28.7 Provision for Staircase
All buildings having a height more than the ground floor shall have the provision of one staircase. The special buildings specified in Regulations No.1.3(93)(xiv) shall have two staircases out of which one shall be a fire escape staircase.
They shall be of enclosed type. At least one of them shall be on the external walls of buildings and shall open directly to the exterior, interior open space or to an open place of safety. Further, the provision or otherwise of alternative staircases shall be subject to the requirements of travel distance being complied with.
A staircase shall not be provided around the lift shaft unless provided with a fire stop door of 1-hour rating at every floor level and no other openings in the inside wall as illustrated below.
9.28.8 Width of staircase
The minimum width of staircases/corridors for various buildings shall be as below.
Table No.9-G - Minimum width of staircase | ||
|---|---|---|
| S. No | Use of Building | Minimum width of staircase (in m.) |
| 1 | Residential Buildings | |
| a) Individual Housing up to G + 2 storeys | 0.75 | |
| b) Multi-storied Residential Building upto 15 m. height | 1.00 | |
| c) Multi-storied Residential Building above 15 m. & upto 24 m. height | 1.20 | |
| d) Multi-storied Residential Building above 24 m.height | 1.50 | |
| 2 | Residential Hotel Buildings | 1.50 |
| 3 | Assembly buildings like auditoriums, theatres, cinemas, multiplexes, Mangal Karyalaya, marriage halls, etc. | 2.00 |
| 4 | Institutional & Educational Buildings | 2.00 |
| 5 | All other buildings excluding Sr. No. (1) to (4) above like | 1.50 |
Note - Internal staircase for duplex tenements shall be of minimum width 0.75 m. and for mezzanine floor shall be of minimum width 0.90 m.
Rule No. 9.29 Other Requirements of Individual Exit at Each Floor
The detailed requirements in respect of exits shall be as provided in Regulations No.9.29.1
to 9.29.8 given below.
9.29.1 Doorways
i) Every exit doorway shall open into an enclosed stairway or a horizontal exit, or a corridor or passageway providing continuous and protected means of egress:
ii) No exit doorway shall be less than 90 cm. in width except in assembly buildings where door width shall be not less than 200 cm. The doorway shall be not less than 200 cm. in height. Doorways for the bathrooms, water closets or stores shall be not less than 75 cm. wide.
iii) Exit doorways shall open outwards, that is away from the room but shall not obstruct the travel along any exit. No door, when opened shall reduce the required width of stairways or landing to less than 90 cm. Overheads or sliding doors shall not be installed.
iv) Exit door shall not open immediately upon a flight of stairs. A landing equal to at least the width of the door shall be provided in the stairway at each doorway. The level of landing shall be the same as that of the floor which it serves.
v) Exit doorway shall be openable from the side which they serve without the use of a key.
vi) Mirrors shall not be placed in exitways or exit doors to avoid confusion regarding the direction of exit.
9.29.2 Revolving doors
Revolving doors shall not be used as required exits except in residential business and mercantile occupancies but they shall not constitute more than half the total required door width.
9.29.3 Stairways
i) The interior staircase shall be constructed of non-combustible materials throughout.
ii) The interior staircase shall be constructed as a self-contained unit with at least one side to the extent of the required opening adjacent to an external wall and shall be completely enclosed.
iii) Hollow combustible construction shall not be permitted.
iv) The minimum width of the tread without nosing shall be 25 cm. for an internal staircase for residential buildings. In the case of other buildings, the minimum tread shall be 30 cm. The treads shall be constructed and maintained in a manner to prevent slipping.
v) The maximum height of the riser shall be 19 cm. in the case of residential buildings and 15 cm. in the case of other buildings. They shall be limited to 15 per flight.
vi) Handrails shall be provided with a minimum height of 100 cm. from the centre of the tread to the top of the handrails. Balusters/railing shall be provided such that the width of the staircase does not reduce.
vii) Floor indicator - The number of each floor shall be conspicuously painted in figures at least 15 cm. large on the wall facing the flights of a stairway or at such suitable place as is distinctly visible from the flights.
viii) The minimum headroom in a passage under the landing of a staircase shall be 2.2 m.
ix) For special buildings, access to the main staircase shall be gained through at least half an hour fire fire-resisting automatic closing doors placed in the enclosing wall of the staircase. It shall be a swing-type door opening in the direction of the escape.
x) No living space, store or other space including fire risk shall open directly into the staircase.
xi) External exit door of the staircase enclosure at ground level shall open directly to the open spaces or should be reached without passing through any door other than a door provided to form a draught lobby.
xii) In the case of assembly, institutional or residential occupancies or hotels or industrial and hazardous occupancies, the exit sign with an arrow indicating the way to the escape route shall be provided at a height of 0.5 m. from the floor level on the wall and shall be illuminated by electric light connected to corridor circuits. All exit way marking signs should be flushed with the wall and so designed that no mechanical damage shall occur to them due to the moving of furniture or other heavy equipment. Further, all landings of the floor shall have floor-indicating boards prominently indicating the number of floors. The floor indication board shall be placed on the wall immediately facing the flight of stairs and nearest to the landing. It shall be of the size not less than 0.5 m. x 0.5 m.
xiii) In case of a single staircase, it shall terminate at the ground floor level and the access to the basement shall be by a separate staircase. Whenever the building is served by more than one staircase one of the staircases may lead to the basement level provided the same is separated at ground level by either a ventilated lobby or a cut-off screen wall without opening, having a fire resistance of not less than 2 hours with discharge point at two different ends or through enclosures. It shall also be cut off from the basement areas at various basement levels by a protected and ventilated lobby or lobbies.
9.29.4 Fire escape or external stairs
A fire escape or external stair shall be provided as provided in Regulation No.9.28.7. External stairs, when provided, shall comply with the following :
i) External stairs shall always be kept in sound operable conditions.
ii) All external stairs shall be directly connected to the ground.
iii) Entrance to the external stairs shall be separate and remote from the internal staircase.
iv) Care shall be taken to ensure that no wall opening or window opens on to or close to external stairs.
v) The route to the external stairs shall be free of obstructions at all times.
vi) The external stairs shall be constructed of non-combustible materials, and any doorway leading to it shall have the required fire resistance.
vii) No external staircase, used as a fire escape, shall be inclined at an angle greater than 45 degrees from the horizontal.
viii) External stairs shall have straight flight not less than 1250 mm. wide with 250 mm. treads and risers not more than 190 mm. The number of risers shall be limited to 15 per flight.
ix) Handrails shall be of a height not less than 1000 mm. and not exceeding 1200 mm. There shall be provisions of balusters with a maximum gap of 150 mm.
x) The use of spiral staircases shall be limited to low occupant load and to a building not exceeding 9 m. in height. A spiral staircase shall be not less than 1500 mm. in diameter and shall be designed to give adequate headroom.
xi) An Unprotected steel frame staircase will not be accepted as a means of escape. However, a steel staircase in an enclosed fire-rated compartment of 2 h will be accepted as a means of escape.
xii) The fire escape staircase shall be connected to other staircases through the common passage on every floor.
9.29.5 Corridors and passageways
i) The minimum width of a corridor shall not be less than 75 cm. in the case of 2 storeys row housing residential buildings and 100 cm. in the case of other buildings and the actual width shall be calculated based on the provision of Regulations No.9.28.3 to 9.28.8 (both inclusive)
ii) Where there is more than one staircase serving a building, there shall be at least one smoke-stop door in the space between the staircases.
iii) Exit corridors & passageways shall be of a width not less than the aggregate required width of exit doorways leading from them in the direction of travel of the exterior/stairways.
iv) Where stairways discharge through corridors & passageways the height of the corridors & passageways shall not be less than 2.4 m.
v) All means of exit including staircases, lifts, lobbies & corridors shall be adequately ventilated.
9.29.6 Refuge Area
For buildings more than 24 m. in height, a refuge area of 15 sq.m. or an area equivalent to 0.3 sq.m. per person to accommodate the occupants of two consecutive floors, whichever is higher, shall be provided as under :
The refuge area shall be provided on the periphery of the floor or preferably on a cantilever projection and open to air at least on one side protected with suitable railings.
a) For floors above 24.0 m. and up to 39.0 m. height - One refuge area on the floor immediately above 24.0 m.
b) For floors above 39.0 m height - One refuge area on the floor immediately above 39.0 m. and so on after every 15.0 m.
9.29.7 Lifts and Escalators
i) Lifts :- Provision of lift shall be made as mentioned in Regulation No.9.27.
ii) Escalators :- Escalators may be permitted in addition to required lifts. Such escalators may also be permitted in the atrium area of the buildings.
9.29.8 Fire lift
Where applicable, fire lifts shall be provided with a minimum capacity for 8 passengers and fully automated with an emergency switch on ground level. In general, buildings 15.0 m. in height or above shall be provided with fire lifts. In case of fire, only the fireman shall operate the fire lift. In normal course, it may be used by other persons. Each fire lift shall be equipped with suitable inter-communication equipment for communicating with the control room on the ground floor of the building. The number and location of fire lifts in a building shall be decided after taking into consideration various factors like building population, floor area, compartmentation, etc.
9.29.9 Fire Escape Chutes/controlled Lowering Device for evacuation
i) a) High-rise buildings having a height of more than 70 m. shall necessarily be provided with fire escape chute shaft/s for every wing adjacent to the staircase.
b) Walls of the shaft shall have 4 hours of fire resistance.
c) One side of the shaft shall be at the external face of the building with proper ventilation.
d) The dimension of the shaft shall not be less than 2.5 m. x 1.5 m.
e) The access to the fire escape chute's shaft shall be made at every floor level from the lobby area or from the staircase mid-landing with a self-closing door having fire resistance of at least
one hour.
f) The fire chute shall be of staggered type with landing of each section at the vertical height
of not more than 21.0 m.
Alternatively,
ii) High-rise buildings having a height of more than 70.0 m., shall be provided with a fire tower at the landing/mid-landing level with a smoke check lobby with a fireman lift being an integral part of the fire escape staircase or fire evacuation lift (Hydro pneumatic/electrically operated) on the external face of the building having opening within the fire escape staircase at landing/mid-landing level with smoke check lobby as approved by Chief Fire Officer shall be provided.
Note - Both the smoke check lobby and with evacuation lift shall have a positive level difference of a minimum of 75 mm. with respect to the staircase landing or mid-landing level to avoid ingress of water in the fireman lift shaft.
9.29.10 Refuge chute/Garbage Chute -
In residential buildings, Refuge chute/garbage chute may be provided with opening on each floor or on mid-landing. Design and specifications of Refuge chute shall be in accordance with provisions of IS 6924.
Related Regulations to Rule No. 9
Habitable Rooms as Requirements of Part of Building in UDCPR 2020
Basements as Requirements of Part of Building in UDCPR 2020
Ramp as Requirements of Part of Building in UDCPR 2020
Balcony as Requirements of Part of Building in UDCPR 2020
Provision of Lift as Requirements of Part of Building in UDCPR 2020
Lighting and Ventilation of Room as Requirements of Part of Building in UDCPR 2020
Compound Wall and Other Requirements of Part of Building in UDCPR 2020
For the construction of any building, there is a restriction of floor space to be used. It is called as FSI (Floor space Index). Also, we have to provide distance from the plot boundary which is called as marginal distance or setbacks.
UDCPR 2020 Chapter 6 is all about Regulations for FSI & Marginal distance.
This is Applicable to all Planning Authorities and Regional Plan Areas
except for Municipal Corporation of Greater Mumbai, Other Planning Authorities/Special Planning Authorities/Development Authorities within the limit of Municipal Corporation of Greater Mumbai, MIDC, NAINA, Jawaharlal Nehru Port Trust, Hill Station, Municipal Councils, Eco-sensitive / Eco-fragile region notified by MoEF & CC and Lonavala Municipal Council, in Maharashtra.
Rule No. 6.0 General
The following regulations shall be applicable for the lands included in the congested areas (or core areas) as shown on the Development Plan. These regulations shall also be applicable for the gaothan areas in Regional Plans (including the areas of Local Bodies and Special Planning Authorities where a Development Plan or Planning Proposal is not sanctioned).
However, in congested areas, if the original land holding is more than 0.40 Hectares, then regulations of non-congested areas, except FSI, shall apply. FSI in such cases shall be as per the Regulation No.6.1.1
Rule No. 6.1 Regulations For Congested Area In Development Plans/Gaothans Of Village Settlements In Metropolitan Region Development Authorities And Regional Plans
(Note - In Nashik Municipal Corporation, the term ‘Core Area’ is synonymous to ‘Congested Area.’)
6.1.1 Residential Buildings/Residential Buildings with mixed-use
i) Floor Space Index :-
The maximum permissible basic floor space index, FSI on payment of premium, and permissible TDR loading shall be as per the following Table No.6-A.
Note for Table No.6-A :
1) In addition to what is mentioned in Table No.6-A, ancillary area FSI up to the extent of 60% of the proposed FSI in the development permission (including Basic FSI, Premium FSI, TDR but excluding the area covered in Regulation No.6.8) shall be allowed with the payment of premium at the rate as specified below on the land rate in Annual Statement of Rates of the said land without considering the guidelines therein. This shall be applicable to all buildings in all zones.
| Sr.No | Authority/Area | Rate of Premium |
|---|---|---|
| 1 | Pune and Thane Municipal Corporation | 15% |
| 2 | Nagpur, Nashik Municipal Corporation and Municipal Corporations in M.M.R (except Thane) and Metropolitan Development Authority are and CIDCO as Planning Authority by virtue of NTDA | 10% |
| 3 | All other Municipal Corporations | 10% |
| 4 | Municipal Councils, Nagar Panchayats and R.P. area | 10% |
Provided that in case of non-residential use, the extent of ancillary area FSI shall be upto 80%. No separate calculation shall be required to be done for this ancillary area FSI. Entire FSI in the development permission shall be calculated and shall be measured with reference to permissible FSI, premium FSI, TDR, and additional FSI including ancillary area FSI added therein.
Provided further that, the above-mentioned rates shall not exceed the rate of premium mentioned in column 4 of Rule 7-A under Chapter - 7 where the development permission is sought for the uses mentioned in the said table.
Provided further that, this ancillary area FSI shall apply to all other schemes like TOD, PMAY, ITP, IT, MHADA, etc. except (1) the Rehabilitation component in SRA. In the result, free of FSI items in the said schemes, if any, other than those mentioned in UDCPR, shall stand deleted.
2) All notes mentioned below Table 6-G of Regulation No.6.3 shall be applicable, mutatis- mutandis.
3) Utilization of ancillary area FSI is optional. It can be used fully/partly.
4) In the case of the composite building of mixed users premium and ancillary area, FSI shall be on a prorated basis.
Table No. 6-A | ||||||||
|---|---|---|---|---|---|---|---|---|
| Sr.No. | Road width in meter | Basic FSI | For all Municipal Corporations and (2) CIDCO as Planning Authority by Virtue of NTDA | For remaining authorities/areas | ||||
| FSI on payment of premium | Maximum permissible TDR loading | Maximum building potential on plot | FSI on payment of premium | Maximum permissible TDR loading | Maximum building potential on plot | |||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 |
| 1 | Below 9.0 m. | 1.50 | - | - | 1.50 | - | - | 1.50 |
| 2 | 9.0 m. and below 18.0 m | 2.00 | 0.30 | 0.30 | 2.60 | 0.30 | 0.10 | 2.40 |
| 3 | 18.0 m. and below 30.0 m. | 2.00 | 0.30 | 0.50 | 2.80 | 0.30 | 0.20 | 2.50 |
| 4 | 30.0 m. and above | 2.00 | 0.30 | 0.70 | 3.00 | 0.30 | 0.20 | 2.50 |
ii) Front Marginal Distances/Setback/Roadside Margin/s in Congested Area
The minimum front setback from the existing or proposed road/roads shall be as per the following Table No.6-B.
Table No.6-B | |||
|---|---|---|---|
| Sr. No. | Table No.6-B Road width | For Residential building | For Residential Buildings with mixed-use |
| (i) | For streets/lanes less than 4.5 m. width | 2.25 m. from the center of the street/lane | 2.25 m. + 1.50 m. from the center of the street/lane |
| (ii) | For streets 4.5 m. to less than 6.0 m. in width | NIL | 1.50 m. |
| (iii) | For streets 6.0 m. to less than 12.0 m. in width | 1.00 m. | 2.00 m. |
| (iv) | For streets 12.0 m. in width and above | 2.00 m. | 2.50 m. |
iii) Side and Rear Marginal Distances in Congested Areas
The minimum side and rear marginal distances shall be as per the following Table No.6-C.
| Table No.6-C | ||
|---|---|---|
| Plot Area | Side | Rear |
| Up to 1000 sq.m | 0.00 | 0.00 |
| Above 1000 & up to 4000 sq.m | 1.00 m | 1.00 m |
| Above 4000 sq.m | As per Regulation for non-congested area | |
Note :-
1) For light and ventilation, provisions about interior & exterior chowks shall apply.
2) Irrespective of the area of a plot, if the width thereof is 7.0 m. or less, then the side margin
shall be nil.
iv) For the lanes having a width less than 4.5 m. abutting to any side of the plot, a setback of 2.25 m. from the center of the lane shall be provided to make such lane 4.5 m. wide. No projections shall be permissible on such a widened lane.
v) Excepting the FSI and its maximum loading limit & marginal distances as prescribed above, all other regulations shall be applicable for development permission in congested areas.
vi) Height : Above setback and marginal distances shall be applicable for buildings less than 15.0 m. in height. Marginal distances shall be increased by 1.0 m. for buildings having a height of 15.0 m. and more but less than 24.0 m. For buildings having a height of 24.0 m. and more, marginal distances shall be as per regulations of the non-congested area.
6.1.2 Other buildings like Public/Semi-Public, Educational, Medical, Institutional, Commercial, Mercantile, etc.
(a) Floor Space Index - The FSI permissible for these buildings shall be as per Regulation No.6.1.1.
(b) Marginal Distances - For these buildings marginal distances shall be 3.0 m. on all sides including front up to 24.0 m. height.
Provided that for building more than 24.0 m. height, regulations of non-congested areas shall apply.
Provided further that, for buildings like cinema theatres, multiplex, assembly buildings, shopping malls, etc., regulations for outside congested areas, except FSI, shall apply.
6.1.3
Pathway for access to the internal building or interior part of the building shall not be less than 3.6 m. in width.
6.1.4
Front setback (marginal distance) as prescribed under the highway or any other rules shall be applicable if they are over and above as prescribed in these regulations.
Rule No. 6.6 Calculation Of Built-Up Area For The Purposes Of FSI
The outer periphery of the construction floor-wise (P-line), including everything but excluding ducts, voids, and items in Regulation No. 6.8, shall be calculated for the purpose of computation of FSI. The open balcony, double-height terraces, and cupboard shall also be included in the P-line of the respective floor, irrespective of its use/function. If part of the stilt, podium, or basement is proposed for habitation purposes or for the construction that is counted in FSI, then such construction shall also be measured in the P-line on that respective floor.
Related Regulations to Rule No.6 -
You can visit our other blogs on regulations through the below-mentioned links:
What are the Regulations for Height of Building in UDCPR 2020?
What is the Calculation of FSI Pline and its exemption in UDCPR 2020?
What are the Projections allowed in Front and Side Margin as per UDCPR 2020?
Industrial Building Regulations of FSI, Marginal Distances and Plot Area in UDCPR 2020
Regulations for Permissible FSI in Non Congested Area In Maharashtra in UDCPR 2020
What are the Setback, Marginal, Distance, Height in Non Congested Area in Maharashtra in UDCPR 2020
UDCPR 2020 Chapter 7 is all about Higher FSI for Certain Uses as per mentioned in the UDCPR
This is Applicable to all Planning Authorities and Regional Plan Areas except Municipal Corporation of Greater Mumbai, Other Planning Authorities/Special Planning Authorities/ Development Authorities within the limit of Municipal Corporation of Greater Mumbai, MIDC, NAINA, Jawaharlal Nehru Port Trust, Hill Station Municipal Councils, Eco-sensitive/Eco-fragile region notified by MoEF & CC and Lonavala Municipal Council, in Maharashtra
Rule No. 7.7 Development of Housing for EWS/LIG
7.7.1 In Residential Zone -
If the owner constructs the housing for EWS/LIG in the form of tenements of size up to 50 sq.m. (1) carpet area on his plot, then he shall be allowed FSI of maximum building potential mentioned in column 6 or 9 of Table No.6-A or column 6 or 9 of Table No.6-G of Regulation No.6.1 or 6.3, subject to following conditions -
i) For the FSI availed over and above the basic FSI, the premium shall be charged at the rate of 15% of the land rate in ASR, without considering the guidelines therein.
ii) Out of the total tenements, at least 40% of tenements shall be of (1) carpet area not more than 30 sq.m.
iii) Only one tenement should be sold to a family. Adjoining tenements should not be sold to a close relative of such tenement owner. An affidavit to that effect shall be obtained from the land owner/developer and purchaser.
iv) For these proposals, marginal distances (except front margin) parking and other requirements shall be as per Slum Redevelopment Regulations, wherever such regulations exist.
v) The owner shall have the option to avail TDR over and above basic FSI instead of availing FSI with the payment of premium as mentioned in (i) above.
Note - Out of the permissible FSI, 10% of the basic FSI mentioned in Regulation No.6.1 or 6.3 shall be allowed for commercial use.
7.7.2 In Agricultural Zone -
The housing scheme mentioned in Regulation No. (1) 7.7.1 shall be permissible in the Agricultural Zone with an FSI of 1.00 with an approach road of a minimum of 9.0 m. The responsibility for the development of infrastructure shall lie with the owner/developer.
Note - Out of the permissible FSI, 10% of the FSI shall be allowed for commercial use.
7.7.3 For Regional Plan Area -
The housing scheme mentioned in Regulation No.7.7.1 and 7.7.2 shall be applicable for Regional Plan area mutatis mutandis.
Related Regulations to Rule No. 7
Redevelopment of Existing Buildings in UDCPR 2020
Regulations for Development of Information Technology Establishment, Data Centers in UDCPR 2020
Regulation for Development of Biotechnology Parks in UDCPR 2020
Incentive for Green Buildings in UDCPR 2020
Buildings of Smart Fin Tech Centre in UDCPR 2020
UDCPR has a Unified rule, which means that instead of having numerous regulations for every city/region in the state, it is better to have a single rule for all cities in Maharashtra.
But due to some geological conditions or some other restrictions the regulations may vary a bit for some regions in Maharastra.
For Example, the Coastal Region, Hilly Region, Densely Populated Region, and Gaothan can't have the same type of rules, and the rules differ according to them.
UDCPR 2020 Chapter 5 is all about Additional Provisions for Regional Plan Areas.
This is Applicable to all Planning Authorities and Regional Plan Areas except the Municipal Corporation of Greater Mumbai, Other Planning Authorities/Special Planning Authorities/ Development Authorities within the limit of Municipal Corporation of Greater Mumbai, MIDC, NAINA, Jawaharlal Nehru Port Trust, Hill Station Municipal Councils, Eco-sensitive/Eco-fragile region notified by MoEF & CC and Lonavala Municipal Council, in Maharashtra.
Rule No. 5.8 For Solapur Regional Plan
In the agricultural zone, residential development for the housing of the Economical Weaker Section may be permitted subject to the following conditions -
i) The premium at the rate of 10% of the land rate mentioned in ASR without considering the guidelines therein shall be paid before granting the permission.
ii) The authority/collector shall decide the beneficiary persons, who are actually under the Economical Weaker Section, as per revenue records.
Rule No. 5.10 Certain Regulations Cease to Operate in the Future
The Regulation No.5.8 shall cease to operate on 1st Jan, 2022 or as decided by the Government from time to time, and thereafter provisions of these regulations shall apply.
Rule No. 5.11 Board of Appeals
Any person aggrieved by an order/communication made by an authority/Collector under these Regulations may prefer an appeal before the Board of Appeals. The board shall be constituted at the division level consisting of the Divisional Head of the Town Planning Department of the concerned division as President and the concerned A.D.T.P./T.P. of the district as a member.
Related Regulations to Rule No. 5 -
You can visit our other blogs related to Regulations 5 through the below-mentioned links:
Additional Rules for Regional Plan Area than Basic UDCPR Rules in UDCPR 2020
Additional Regulations for Thane, Raigad, Palghar Regional Plan in UDCPR 2020
Additional Regulation for Ratnagiri in UDCPR 2020
Additional Regulations for Kolhapur in UDCPR 2020
Additional Regulations for Satara in UDCPR 2020
Additional Regulations for Hingoli, Buldhana, Washim, Yavatmal, Nanded Regional Plan in UDCPR 2020
Additional Regulations for Raigad in UDCPR 2020
Additional Regulations for Pune in UDCPR 2020
Additional Regulations in Aurangabad in UDCPR 2020
UDCPR 2020 Chapter 2 is all about Development Permission and Commencement Certificate as per mentioned in the UDCPR
This is Applicable to all Planning Authorities and Regional Plan Areas except Municipal Corporation of Greater Mumbai, Other Planning Authorities/Special Planning Authorities/ Development Authorities within the limit of Municipal Corporation of Greater Mumbai, MIDC, NAINA, Jawaharlal Nehru Port Trust, Hill Station Municipal Councils, Eco-sensitive/Eco-fragile region notified by MoEF & CC and Lonavala Municipal Council, in Maharashtra.
Rule No. 2.7 Commencement of Work
2.7.1 Commencement
The commencement certificate/development permission, as approved, shall remain valid for 4 years in the aggregate but shall have to be renewed every year from the date of its issue. The application for renewal shall be made before the expiry of one year if the work has not already commenced. Such renewal can be done for three consecutive terms of one year, after which proposals shall have to be submitted to obtain development permission. If application for renewal is made after the expiry of the stipulated period during which the commencement certificate is valid, then the Authority may condone the delay in submission of the application for renewal by charging fees at the rate of 1/3 of the amount as per Regulation No.2.2.12 per year, but in any case, commencement certificate shall not be renewed beyond 4 years from the date of commencement certificate/development permission.
Provided that, no such renewal shall be necessary if the work is commenced within the period of valid permission and such permission shall remain valid till the work is completed.
For the purpose of this regulation, "Commencement" shall mean as under :-
| For the building work including additions and alterations | Upto plinth level or where there is no plinth up to the upper level of lower basement or stilt as the case may be. |
| For bridges and overhead tank construction | Foundation and work up to the base floor/underground floor |
| For underground works/ | Foundation and work up to the underground floor. |
| For layout, sub-division and amalgamation | Final demarcation and provision of water bound macadam roads complete. |
2.7.2 Development of Land Sub-division/Group Housing Schemes
In the case of land subdivision/group housing schemes, it shall be the responsibility of the owner/developer to construct all infrastructure including roads with storm water drains, sewer lines, water supply lines, development of recreational open spaces, etc.
In case of land subdivision, these works shall generally be completed within two years and phase wise building permission shall be granted depending upon the percentage of infrastructure work completed. The layout plots should be released for construction in stages according to infrastructure work completed. The condition to that effect shall be incorporated in the development permission / commencement certificate.
In the case of a group housing scheme, these works shall be completed before the completion of the project, and an occupancy certificate shall be granted phase-wise as per the completion of infrastructure work.
After handing over roads and infrastructure to the Authority on completion of the scheme, the responsibility of maintenance of such roads and infrastructure shall lie with the Authority. However, internal roads and infrastructure in the group housing scheme shall be maintained by the owner/society.
Related Regulations to Rule No. 2-
You can visit our other blog on Regulation 2 through the below-mentioned links:
Grant or Refusal of Permission in UDCPR 2020
Various Regulations in Chapter 2 in UDCPR 2020
Procedure During Construction in UDCPR 2020
Discretionary Powers and Relaxations In Specific Cases in UDCPR 2020
Discretionary Powers Interpretation in UDCPR 2020
Permission from the Planning Authority is Mandatory in UDCPR 2020