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RCC Contractors: Building Pune's Future with Strength and Precision
Pune is the second most developed city of Maharashtra after Mumbai and is fast coming up to be a land of rapid urban development and architectural innovation. Spearheading this transformation is Foot2Feet, the emerging construction company in RCC contracting. Enthralling growing needs wish to be built in vigorous, long-lasting, and aesthetic structures in which RCC is prominent; thus, there stands RCC expertise—Foot2Feet.
For any fast developing city like Pune, one needs competent RCC contractors. This paper looks at why RCC contractors form the backbone of development and how Foot2Feet ensures that only the best services are provided in this regard.
Understanding RCC: The Foundation of Modern Construction
More than a simple building material, Reinforced Cement Concrete is the very backbone of modern construction. But what is RCC, and why has it become so necessary in the developing cityscape of Pune?
RCC is a composite material of concrete and steel reinforcement bars. Concrete is a mixture of cement, sand, gravel, and water, which makes it stand out in compressive strength; however, it is relatively weak in tension. That is where the steel reinforcement comes in, to provide tensile strength in order to build structures that could hold their own against any stressful force or system of forces.
Alt Text: Worker with Gas Mask Operating Concrete Mixer
Image Source: pexels.com
The synergy between concrete and steel in RCC results in a material that offers:
High Strength
Due to its high bearing capacity, RCC is excellent for skyscrapers, bridges, and other heavy industrial buildings.
Durability
Structures made from RCC are reliable and long-lasting; they can bear the change of seasons in Pune over generations.
Fire Resistance
Concrete in the RCC insulates the steel to huge capacities against catching fire, ensuring appropriate Fire Safety in Buildings.
Flexibility in Design
RCC can be molded into several shapes. Thus, architects and engineers can come up with creative and functional designs.
Cost-Effectiveness
Though at the front end it may cost a little more compared to some of the alternatives, the life and low maintenance cost of RCC structures make them excellent value for money in the long term.
Foot2Feet: Pune's Premier RCC Contractor
With robust experience in Pune's construction sector, Foot2Feet has established itself as a leader in RCC contracting. Our journey has been intertwined with Pune's growth, from the IT boom in Hinjewadi to the residential expansions in Wakad and Baner.
At Foot2Feet, our work encompasses a wide range of projects, each showcasing our expertise in RCC construction. Our work ranges from Residential Complexes to Infrastructure Projects. In between these, we have efficiently completed our projects in commercial, industrial, and institutional spaces. With each field requires different sort of expertise, our contractors have delivered prominently.
Advantages of Hiring Foot2Feet Contractors
Foot2Feet is one of the well-known construction companies in and around Pune that have expertise in RCC works. The company states that it has hired the best contractors for RCC, who are highly trained and have a good level of experience. Foot2Feet ensures that each contractor applies the latest tools and high-quality materials while following the best practices of the industry, assuring their clients the best. It is this commitment to first class and safety that has set them aside as a construction leader in Pune.
Choosing Foot2Feet for RCC construction needs in Pune offers numerous benefits:
Local Expertise
Our in-depth understanding of the local geology, climate, and building regulations of Pune will modify projects as per the requirements on the ground.
Quality Assurance
We undertake very strict quality control measures to ensue that only the best quality materials are used and adherence to international construction standards is maintained.
Timely Completion
Efficient management enables us to complete projects within the stipulated time frame; the quality of the project is not compromised.
Cost-Effectiveness
Relationship with local suppliers and optimized process flows would keep costs competitive.
Customization
We don't supply Clients with cookie-cutter solutions. We work closely with each of our clients to provide solutions relevant to their needs.
First in Safety
A trillion miles of perfect safety record—there's no reason our commitment to construction workers and public safety has to end here.
After-Service Support
We aren't going to disappear after our project completion. Our team stands at your service whenever you need maintenance or support.
How a Bad Contractor Can Affect the Construction
Hiring an unqualified RCC contractor can have severe repercussions:
Substandard Work Quality: Causes structure weakness and possible safety risks.
Rise in Costs: Frequent repairs and maintenance increase the overall cost of the project.
Delays: Ineffective contractors are incapable of completing activities within prescribed time standards, so that such delays tend to become frustratingly pro.
Risk of Safety: Construction sites having poor workmanship run the risk of causing tragedies with serious accidents and injuries.
The Foot2Feet Design Process
At Foot2Feet, we believe that a successful RCC construction process commences long before the first foundation is laid. Our in-depth design process is a collaborative effort:
Client Consultation: The first step towards every project is trying to grasp the client's vision, requirements, and budget seriously.
Site Analysis: Our team puts in a detailed study of the construction site. The site analysis includes the study of the soil condition, environment, and local by-laws.
Concept Design: Basic designs are formed by the architects and engineers in tandem in such a way that the flow of functionality goes along the features.
3D Modeling: Advanced software is utilized to model designs and thereby make 3D drawings for review by the customers for clarity in decision-making.
Structural Analysis: Our structural engineers do rigorous calculations on the design in order to ensure it meets all safety and stability requirements.
Material Selection: Material is selected very carefully for the project at hand; quality ensured but with cost effectiveness in mind.
Green Integration: Wherever possible, we incorporate green design elements to minimize environmental impacts and reduce operating costs.
Client Approval: The designs are then presented to the client for approval, including feedback and revision of the design as required.
Detailed Planning: After the design is approved, detailed construction plans are developed with a timeline for when to develop and allocate sources.
Alt Text: A White Truck Mixer on Site
Image Source: pexels.com
Tools RCC Contractors Use
The RCC construction world is continuously in a flux, and at Foot2Feet, we remain at the leading edge in terms of technological advancement. Key tools that our RCC contractors use include:
Concrete Mixer: From small, portable mixers to large batching plants, these confirm the right concrete consistency.
Vibrators: Compact concrete, remove air bubbles, and improve strength.
Reinforcement Benders and Cutters: The tools shape the steel bars that, in turn, form the skeleton of RCC structures.
Concrete Pumps: These ensure safe and effective transport of concrete to various levels of a structure.
Formwork Systems: Advanced formwork helps in shaping concrete elements into accurate shapes.
Laser Levels and Total Stations: These guarantee on-site accurate measurements and alignments.
Non-Destructive Testing Equipment: Quality control tools which can check for concrete strength without inflicting any damage to the structure.
Building Information Modeling Software: The process of detailed 3D modeling and planning of projects is enabled.
Material Selection: The Foot2Feet Approach
The quality of an RCC structure can only be as good as the materials used in its making. In Foot2Feet, we have a rigorous procedure for selecting and procuring the following materials:
Cement: We mainly use Ordinary Portland Cement, namely OPC or Portland Pozzolana Cement, through reputed brands, selecting grades according to the requirements of a particular project.
Aggregates: We procure aggregates of the best quality, ensuring they conform to specifications pertaining to size, shape, and strength.
Steel Reinforcement: TMT bars from certified manufacturers are used with the right grade chosen as per structural calculation.
Water: It may be one of the simplest constituents, but the quality of water used for mixing has a paramount role in the making of concrete. We ensure it is free from impurities that may affect concrete strength.
Admixtures: When needed, we add chemical admixtures to the concrete for enhancement in properties, either to make it better in terms of workability or setting time.
Our material selection process involves:
Laboratory Testing: We run periodical tests on the materials to check for quality standards.
Supplier Vetting: We deal only with tried and tested suppliers who supply good quality materials consistently.
On-Site Checks: Our team does simple tests on materials delivered to the site to check their quality.
Mix Design: For each of our projects, a concrete mix design is specially developed that would allow for optimum proportion of cement, water, and aggregates.
Sustainability Considerations: Insofar as feasible, we use recyclable materials or substitutes which lessen environmental impact.
Budget for RCC Contractors
The budget for RCC contractors depends on various factors:
Project Size: The cost will be more if the size is bigger, which demands high material and labor.
Quality of Material: High-quality material increases the budget, but surely provides better durability.
Labor Price: Skilled labor costs a bit more, but in return, it does render quality work.
Complexity of Projects: More complex designs of structures demand special tools and techniques, so they may escalate the budget.
RCC Work Risks and Minimization
There are various risks associated with RCC work; however, they can be minimized with proper measures:
Safety Hazards: Adopting safety equipment and working techniques will minimize the occurrence of accidents.
Material Defects: Ensuring that the appropriate quality materials for the purpose are used will avert structural failures.
Environmental Factors: Protecting the materials from weathering and proper practices for curing can enhance durability.
Building the Face of Pune, One Structure at a Time
Quality RCC construction assumes a different meaning in the context of a smart city like Pune. At Foot2Feet, we are glad to be a part of this transformation by making structures that are not merely buildings but legacies.
It's more than just building. Homes, where families will grow; offices, where innovations will take shape; and public places, where communities come alive. We have expertise in RCC construction, ensuring that all these creations will stand tall for generations to come.
Choose Foot2Feet for your next construction project in Pune and find the difference 'Cometh' with real expertise, unflinching commitment to quality, and deep inside-out understanding of our city's special needs. Let us build a stronger, more beautiful Pune together – foot by foot and structure by structure.
Frequently Asked Questions about RCC Contractors (FAQs)
Q: What is RCC?
A: RCC stands for Reinforced Cement Concrete. It's a very strong Building material, made from Concrete and Steel bars.
Q: Can Foot2Feet take up small construction work along with the large ones?
A: Yes, Projects at Foot2Feet include works of variables size ranging from individual houses to huge commercial complexes.
Q: How much time does it normally take for an RCC construction?
A: The time taken differs according to the size and complexity of the project. However, a small residential project may take 6-8 months while the bigger ones could reasonably take 1-2 years or more.
Q: Is Foot2Feet eco-friendly in its construction methods?
A: Yes, we do include as much green in our practices as possible. From using eco-friendly material to energy-efficient designs, we follow them religiously.
Q: Which areas or locations does Foot2Feet cover in Pune?
A: We work all over in Pune, from Hinjewadi, Baner, Kothrud, Pimpri-Chinchwad, to Magarpatta.
Q: How does Foot2Feet look after the qualities of RCC?
A: High-quality materials, skilled professionals, and strict quality control measures are taken from the start of construction work.
Q: Do you assist clients with paper works and construction permits from the Pune Municipal Corporation?
A: Yes, we do. we assist our clients with the necessary paperwork and approvals
Q: Does Foot2Feet have after construction support?
A: Of course, we provide maintenance support and even sort out any issues that crop up after the project is complete.
Q: How do I get a quote for my construction project from Foot2Feet?
A: You can contact our office directly. We will arrange for a site visit and then provide a detailed quotation based on your requirements.
Q: Does Foot2Feet do renovations or only new constructions?
A: Both new constructions and renovation projects can be handled by Foot2Feet.com. We can remodel existing structures or add new sections to buildings with RCC techniques.
Q: How does Foot2Feet adapt to the weather conditions of Pune during construction?
A: We plan our construction schedule considering the monsoon season of Pune. We incorporate waterproof materials wherever required and make provisions for proper drainage systems so that the weather won't hamper the quality of the construction.
UDCPR 2020 Chapter 13 is all about the Special Provisions for Certain Buildings 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. 13.2 Installation of Solar Assisted Water Heating (SWH) System/Roof Top Photovoltaic (RTPV) System
SWH or RTPV systems shall be mandatory in all types of buildings to be constructed on a plot area of more than 4000 sq.m.
In order to facilitate the installation of the SWH/RTPV System, the new buildings shall have the following provisions :-
i) All such buildings where SWH/RTPV are to be installed will have open sunny roof areas available for the installation of SWH/RTPV.
ii) The roof loading adopted in the design of such a building should be at least 50 kg. Per sq.m. for the installation of SWH / RTPV.
iii) At least 25% of the roof area shall be utilized for installation of the SWH/RTPV system.
iv) Precaution should be taken that architectural elevation treatment should not cast a shadow on terrace space. As far as possible, the parapet of the south, east and west sides of the terrace shall be of railing type (above 1 foot) such that it will not cast a shadow on the solar collectors and maximum terrace space can be utilized.
v) All such new buildings installed with SWH shall have an installed hot water line from the rooftop and insulated distribution pipelines to each of the points where hot water is required in the building.
Related Regulations
You can visit our other blogs related to Regulations 13 through the below-mentioned links:
Grey Water Recycling And Reuse in UDCPR 2020
Rain Water Harvesting in UDCPR 2020
Provisions for Barrier-Free Access in UDCPR 2020
Solid Waste Management in UDCPR 2020
Here Are different reasons for which a building proposal can be rejected by Planning Authority
- Proposed use of land like residential, shopping mall, office, hotel etc must be allowed in zone of that land.
- If plans submitted are not as per building rules of that area.
- Applicant do not submit all required documents in its prescribed format.
- If the site is not capable of being well drained. it means If the level of the site is less than prescribed datum level depending on topography and drainage aspects.
- If it is within blue line or flood line of any water body like river, Nala, dam back water etc.
- If the use of the site is for the purpose, which will be a source of annoyance to the health and comfort of the inhabitants of the neighborhood.
- If land is under proposed road by any authority (National Highway, State highway, Major district road, Ordinary district road, Development plan road, DP Road, Village Road etc). For land partially affected by any road, owner of that property have to surrender road area to respective authority of that road. On remaining land he can construct after leaving front margin as per rules.
- If land is within 30 m from metro line or railway line. In this case owner will get FSI of affected area, but he will have to leave desired distance between building and railway track.
- If land is within 100 m airport boundary (after 100 m it is permissible as per permissible height from aviation department)
- If it is within 30 m from hill top hill slope or BDP zone.
- If balance portion of land after leaving all reservation on that land is non buildable then land cannot be developed
- If the property do not have access from an authorized road / street.
- If the land is within a prohibited distance of various red zones.
- If it is hilly and having slope more than 1:5.
Any land in India can only be developed under permissible land use, defined by planning authority (government body) in that region.
There are general regulations about any construction permissible on land, and no piece of land shall be used as a site for the construction of a building if the site is not eligible for it.
Suppose the Authority considers that the site is insanitary, incapable of being well-drained, or dangerous to construct a building on. In that case, it is not permissible to use this land as a site for construction.
For Example, if the site is in Defense land, Railway region Hilly region, or not appropriately drained in this case there, one cannot construct anything on the land without considering the regulations. This information about reservations and their use is essential when someone starts actual planning, whether they are land owners, builders, or construction owners. It is a must-know information before purchasing land or starting construction on the land.
This information about reservations and their use is very important when someone starts actual planning, whether they are land owners, builders, or construction owners. It is a must-know information before purchasing land or starting construction on the land.
UDCPR 2020 Chapter 3 is all about General Land Development Requirements.
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. 3.2 Means Of Access
3.2.1
Every plot/land shall have means of access, like a street/road, irrespective of its width.
3.2.2
In case of the plot not abutting on a public means of access like street/roads, etc., the plot shall have access from spaces directly connected from the street by a hard surface approach as given below :-
(a) The width of such access ways in non-congested areas shall be as follows :-
| Min width of access way | Max. Length of such access ways |
|---|---|
| 6.0 m. | 75.0 m. |
| 9.0 m. | 150.0 m. |
(b) In congested areas, the width of such accessways shall not be less than 4.5 m.
3.2.3
Every person who intends to erect a building shall not at any time erect or cause or permit to erect or re-erect any building which in any way encroaches upon or diminishes the area set apart as a means of access.
Rule No. 3.3 Regulations For Land Sub-Division And Layout
Rule No. 3.3.1 Obligation to Prepare Layout
Building Layout or Sub-division proposal shall be submitted for the following :-
i) When more than one building, except for accessory buildings in the case of residential buildings, is proposed on any land, the owner of the land shall submit a proposal for the proper layout of the building or sub-division of his entire contiguous holding.
ii) When development and/or redevelopment of any tract of land, which includes division and sub-division or amalgamation of plots for various land uses, is proposed.
iii) When a group housing scheme or campus/cluster planning of any use is proposed.
iv) A two-stage approval process, as specified in Regulation No.2.6.1, will be followed for such proposals, wherever necessary.
Rule No. 3.3.2 Roads/streets in Land Sub-division or Layout
A) For Residential Development - The minimum width of the internal road in any layout or
subdivision of land shall be as given in Table No.3A.
Table No.3A - Internal Roads for Residential Development | ||
|---|---|---|
| Sr. No. | Length of Internal Road in Layout/Subdivision (m.) | Width of Internal Road in Layout/Sub Division (m.)length |
| i | Upto 150 | 9.00 |
| ii | Above 150 and up to 300 | 12.00 |
| iii | Above 300 | 15.00 |
Note - For layout or part of the layout where plots of 100 Sq.m. or less are proposed for Economical weaker Sections (EWS), 4.5 m. wide road of length up to 60.0 m. and 6.0 m. wide road of length up to 100 m. may be permitted so that EWS plots can be found on both sides of such roads.
B) For Other than Residential Development : The minimum width of the internal road in any layout or subdivision of land shall be as given in Table No.3B
| Table No.3B - Internal Roads for non-residential Development | ||
|---|---|---|
| Sr. No. | Length of Internal Road in Layout/Subdivision (m.) | Width of Internal Road in Layout/Sub Division (m.)Subdivision |
| i | Upto 150 | 12.0 |
| ii | Above 150 and up to 300 | 15.0 |
| iii | Above 300 | 18.0 or more |
C) Group Housing Scheme : In the case of group housing schemes, the minimum width of internal roads shall be as given in Table No.3C
Table No.3C - Internal Roads for Group Housing Scheme | ||
|---|---|---|
| Sr. No. | Length of Internal Road (m.) | Width of Internal Road (m.) |
| i | Upto 150 | 7.50 |
| ii | Above 150 and up to 300 | 9.00 |
| iii | Above 300 and up to 600 | 12.00 |
| iv | Above 600 | 15.00 |
Note: It shall be necessary to provide through roads in the group housing scheme of an area of more than 2.0 Hectares so as to coordinate the adjoining major road links (15.0 m. and above) or give way to new road links for adjoining areas. The width required for such road link shall be as per Table No.3A. This shall not bar coordination of smaller width roads approaching from adjoining areas, if owners so desire. Further, the Authority may insist on the coordination of smaller-width roads from adjoining areas, if required, from the planning point of view.
D) Pathways
In the case of the Group Housing Scheme/Campus Planning/Layout of Buildings, a pedestrian approach to the buildings from road/street/internal means of access, wherever necessary, shall be through a paved pathway of a width not less than 2.0 m., 3.0 m. & 4.5 m. provided its length measured from the exit way of the building is not more than 40 m., 60 m., and 100 m. respectively from the main/internal means of access. If the length is more than 100 m., then the width of the road, as provided in Table No.3C, shall be necessary. The marginal distances shall not be required from such pathways. However, the distance between two buildings shall be maintained, which will include the width of such a pathway.
Rule No. 3.3.3 Length of Internal Roads, How to be Measured
The length of the Internal road shall be measured from the farthest plot (or building) to the public street. The length of the subsidiary accessway shall be measured from the point of its origin to the next wider road on which it meets.
Provided that in the interest of the general development of an area, the Authority may insist the means of access to be of larger width than that required under Regulation No.3.3.2.
Rule No. 3.4 Co-ordination of Roads in adjoining lands
While granting the development permission for land sub-division or group housing/campus planning, it shall be necessary to coordinate the roads in the adjoining lands subject to provisions mentioned in Regulation No.3.3.2.C - Note. Also, a proper hierarchy of roads shall be maintained while deciding the width of the road.
Rule No. 3.3.5 Narrow Roads in Congested Areas (Core area in case of Nashik Municipal Corporation)
In congested areas, plots facing street/means of access less than 4.5 m. in width, the plot boundary shall be shifted to be away by 2.25 m. from the central line of the street/means of access way to give rise to a new street/means of access way of width of 4.5 m. clear from the structural projections. However, this will not be applicable for lanes of any length serving a single plot/property. In these cases, no separate setback from the revised plot boundary shall be required.
Rule No. 3.3.6 Development of Street
Means of access/internal road shall be leveled, metalled, flagged, paved, sewered, drained, channeled, lighted, laid with the water supply line, and provided with trees for shade (wherever necessary), free of encroachment and shall be maintained in proper condition.
Rule No. 3.3.7 Development of Private Street, if neglected
If any private street or any other means of access to a building is not constructed & maintained as specified above, the authority may, by written notice, require the owner or owners of the several premises fronting or adjoining the said street or other means of access or abutting thereon or to which access is obtained through such street or other means of access or which shall benefit by works executed to carry out any or more of the aforesaid requirements in such manner and within such time as the authority shall direct. If the owner or owners fail to comply with this direction, the authority may arrange for its execution and recover the expenses incurred by the owner/owners.
Rule No. 3.3.8 Access from the Highways/Classified Roads
(a) Generally, plots/buildings along Highways and classified roads shall derive access from service roads. However, highway amenities like a petrol pump, fuel station, hotel, etc., may have a direct access from Highways, which shall be subject to the provisions of the National Highway Act, 1956, and State Highways Act, 1955.
(b) The width of roads to be considered while granting development permissions, unless indicated otherwise in the Development Plan/Regional Plan/Planning Proposal/T.P. Scheme, shall be as mentioned in the table below :-
| Sr. No. | Category of Road | Width of Right of Way of Road (m.) | Remarks |
|---|---|---|---|
| 1 | National Highway | 60.0 | Width inclusive of 12.0 m. service roads on both sides |
| 2 | State Highway | 45.0 | Width inclusive of 9.0 m. service roads on both sides |
| 3 | Major Dist. Road | 24.0 | No Service road is required. |
| 4 | Other Dist. Road | 18.0 | No Service road is is required. |
| 5 | Village Road | 15.0 | No Service road is required. |
Notes:
1) If the width of any existing road is more than what is specified in the above table, then the greater width shall prevail.
2) If the service roads are provided beyond the right of way with permission granted earlier, then such service roads may be continued further in adjoining land.
3) The above widths of roads may vary according to guidelines or circulars issued by the respective department.
This provision shall be applicable to Area Development Authorities/Metropolitan Region Development Authorities/Special Planning Authorities/New Town Development Authorities and Regional Plan Areas.
Rule No. 3.3.9 Access Provisions for Special Buildings in Regulation No.1.3(93)(xiv)
For notable buildings, as mentioned in 93(xiv) under Regulation No.1.3, the following additional provisions of means of access shall be ensured;
(a) The width of the main street on which the plot abuts shall not be less than 12.0 m. in a congested area and shall not be less than 9.0 m. in a congested area, and one end of this street shall join another street of width not less than at least 9.0 m. (1) in congested areas and 12.0 m. in non-congested areas.
(b) The marginal distances on all its sides shall be a minimum of 6.0 m., and the layout for the same shall be approved taking into consideration the requirements of fire services, and the margins shall be of a hard surface capable of taking the weight of fire engine, weighing up to 45 tonnes. The said marginal distances shall be kept free of obstructions and shall be motorable.
(c) Main entrances to the plot shall be of adequate width to allow easy access to the fire engine, and in no case shall it measure less than 6.0 m. The entrance gate shall fold back against the compound wall of the premises, thus leaving the exterior accessway within the plot free for movement of fire engine/fire service vehicles. If the main entrance at the boundary wall is built over, the minimum clearance (headroom) shall be 4.5 m.
Rule No. 3.3. 10 Cul-de-sacs
In addition to the provisions of Regulation No.3.3.2, Cul-de-sacs give access to plots and extend up to 150 m. normally and 275 m. maximum with an additional turning space at 150 m. may be allowed only in residential areas, provided that Cul-de-sacs would be permissible only on straight roads and provided further that cul-de-sac ends shall be higher in level than the level of starting point. The turning space, in any case, shall not be less than 81 sq.m. in an area with no dimension of less than 9.0 m.
Rule No. 3.3.11 Handing Over of Layout Roads
Whenever called upon by the Authority to do so, areas under internal layout roads shall be handed over to the Planning Authority by way of deed after development of the same, within such period as may be specified in commencement letter/development permission, for which no compensation shall be paid by the Planning Authority.
Rule No. 3.3.12 Intersection of Roads
At junctions of roads meeting at right angles, the rounding off at the intersection shall be done with the tangent length from the point of intersection to the curve being half the road width across the direction of tangent, as shown in Fig.3A. The building shall also set back at required marginal distance from this rounding off.
Fig.3A - Rounding off at junctions of right-angled intersections
Fig.3B - Rounding off at junctions at acute/obtuse intersections.
Rule No. 3.3.13 Acute Angled Junctions
For junctions of roads meeting at less than 60 degrees, the rounding off or cut-off or similar treatment shall have a tangent length of U and V from the intersection point, as shown in Fig.3B. The tangent length at obtuse angle junction shall be equal to half the width of the road from which the vehicle enters as shown in Fig.3B. Provided, however, that the radius for the junction rounding shall not be less than 6 m. for both types.
Rule No. 3.3.14 Land-locked Plot
In case of a plot surrounded on all sides by other plots or reservations, if any, i.e., a land-locked plot that has no access to any street or road, the Authority may require access through an adjoining plot or plots and shall, as far as possible be nearest to the street or road, to the landlocked plot, at the cost of the owner of the land-locked plot & such other conditions as the Authority may specify. If the Plot is landlocked by any reservation, then access may be made available by adjusting the reservation within owners’ land without reduction in area. Such land-locked plots, up to 100 m. shall be considered as fronting on the main road from which the access of a minimum of 9.0 m. width is made available.
Rule No. 3.3.15 Approach by underpass or Over Bridge for adjoining properties.
In case adjoining properties of an owner or different owner are separated by road, river, nallah etc., then the Authority may allow the owner to construct an underpass or over bridge or foot over a bridge of the required size at his cost so as to ease the movement of people/vehicle across the properties.
Rule No. 3.6 Provision for Electric Sub-Station
In case of development/re-development of any land, building, or premises mentioned below, provision for an electric sub-station shall be made as under, if the requirement for the same is considered necessary by the concerned power supply authority.
| Sr. No. | Plot Area | Maximum requirements |
|---|---|---|
| 1 | Plot above 2000 Sq.m. | Of 5.0 m. x 5.0 m. and height of not more than 5.0 m. |
| 2 | Layout or sub-division of a plot measuring 2.0 ha. or more. | A suitable site for an electric sub-station as required by the Power Supply Company |
Provided that the sub-station is constructed in such a manner that it is away from the main building at a distance of at least 3.0 m. and in general does not affect the required side marginal distances or prescribed width of internal access or recreational open space.
Rule No. 3.9 Net Plot Area and Computation Of FSI
For the purpose of computing FSI/Built-up area, the net area of the plot shall be as follows:-
i) In case of a plotted layout/sub-division/group housing scheme/any development, the net area shall be the balance plot area after deducting the area covered by amenity space under Regulation No.3.5 and Development/Regional Plan proposals, including new roads and road widening, if any, from the total area of the plot.
ii) For the purpose of computation of FSI / built-up area, the net area of the plot shall only be considered.
iii) In case of plotted layout, the basic FSI of such net area shall be distributed on all plots on a pro-rata basis or on specific plots as the land owner desires, subject to maximum receiving potential prescribed in these regulations. However, such entitlement of FSI on certain plots shall be clearly mentioned on the layout plan.
iv) In the case of plots from already approved layouts, the plot area shall be treated as a net plot area.
v) The above regulations in respect of net plot area and computation of FSI shall apply to proposals in all land use zones.
Rule No. 3.12 Amalgamation Of Plots
i) Amalgamation of plots/lands shall be permissible if they form a sizable plot from a planning point of view and are contiguous. The amenities and layout plot shall also be entitled to amalgamation, provided the amenities are developed in a proportionate area.
ii) The amalgamation of plots from the approved layout, which is not desirable from a planning point of view (e.g., as shown in below), shall not be permitted.
iii) Land separated by a minor watercourse or nallah or road may be entitled to amalgamation provided connecting over a bridge or underpass of sufficient width, and strength is constructed by the owner with the approval of the Authority.
Rule No. 3.13 Development of Cycle Track Along River and Nallah
3.13.1
A regulation with respect of the development of cycle track along the river and nallah for the Nashik Municipal Corporation area is given in Regulation No.10.5.2.
3.13.2
For other Municipal Corporations, the following regulations shall be applicable.
A cycle track shall be developed along the rivers in green belt areas earmarked in the Development Plan. Also, cycle tracks are developed along the major nallah.
A distance of 6.0 m. from the edge of the minor water course (nallah) is to be left as the marginal distance for the construction of any building. A 3.0 m. a strip of land from the edge of such water course out of this 6.0 m. distance to be left shall be available for use as a cycle track for the general public. The compound wall shall be constructed excluding this distance of 3 m. strip for a cycle track. The owner shall be entitled to FSI of this strip of land for the cycle track, in situ. This 3.0 m. wide strip shall be handed over to the Municipal Corporation, for which, the owner shall be entitled to TDR or in-situ FSI equivalent to 35% of the area of 3.0 m. wide strip. This regulation shall be applicable for the development of land along Nallahs and Green Belt areas as and when it is notified by the Municipal Commissioner after identifying such Green Belt and Nallahs. Where development has already taken place and it is impossible to make provision for such 3.0 m. wide cycle track, then the Municipal Commissioner shall not identify such green belts/Nallahs.
Related Regulations to Rule No. 3 -
You can visit our other blogs related to Regulations 3 through the below-mentioned links:
Recreational Open Spaces in UDCPR 2020
Provision for Amenity Space in UDCPR 2020
Minimum Plot Area for Various Uses in UDCPR 2020
Provision for Inclusive Housing in UDCPR 2020
Relocation of D.P Reservations (Except Road) UDCPR 2020
Rules for Railway Line, River, Electric Line, Airport, Nallah 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. 2.3 Discretionary Powers - Interpretation
In conformity with the intent and spirit of these Regulations, the Authority may by order in writing -
i) Decide on matters where it is observed that there is an error in any order, requirement decision, and determination of interpretation made by him or by an Officer authorized by him in the application of these Regulations.
ii) Decide the extent of the proposal of Development Plan/Regional plan with respect to S.No./Gut No./CTS No./Block No./Barrack No./Unit No., where boundaries shown on Development Plan / Regional plan varies with the boundaries as per revenue record/measurement plan / City Survey sheets etc.
iii) Determine and establish the location of zonal boundaries in cases of doubt or controversy.
iv) Decide the alignment of the Development Plan road/Regional plan road where the street layout actually on the ground varies from the street layout as shown on the Development Plan/Regional plan.
v) Correct the alignment of Blue and Red flood lines on the Development Plan/Regional plan where it varies with the said lines given by the Irrigation Department or any other Govt. institutions dealing with the subject, from time to time.
vi) Modify the limit of a zone where the boundary line of the zone divides a plot. In such cases, the zone covering an area of more than 50% shall be considered.
vii) Authorize the erection of a building or use of premises for a public service undertaking for public utility propose only, where he finds such an authorization to be reasonably necessary for the public convenience and welfare even if it is not permitted in any Land Use Classification.
viii) Interpret the provisions of these Regulations where there are clerical, or grammatical mistakes, if any.
Related Regulations to Rule No. 2-
You can visit our other blog on Regulation 2 through the below-mentioned links:
Commencement of Work 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
Grant or Refusal of Permission in UDCPR 2020
Permission from the Planning Authority is Mandatory in UDCPR 2020
UDCPR 2020 Chapter 12 is all about the Structural Safety, Water supply, Drainage, and Sanitary Requirements, Outdoor Display, And Other Services in Development Plans 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. 12.5 Water Supply, Drainage and Sanitary Requirements
1) The planning, design, construction, and installation of water supply, drainage and sanitation, and gas supply systems shall be in accordance with the provisions of Part-9 - Plumbing Services, Section-1 - Water Supply, Drainage and Sanitation, Section-2 - Gas supply of National Building Code of India as amended from time to time.
2) Requirements of Water Supply in Building.
The total requirements of water supply shall be calculated based on the population as given below :-
| Occupancy | Basis |
|---|---|
| Residential Building | 5 persons per tenement |
| Other Buildings | No. of persons on occupant load and area of floors given in Table No. 9-E |
3) The requirements of water supply for various occupancies shall be as given in Table No.12-A and Table No.12-B or as specified by the Authority from time to time.
Table No.12-A | ||
|---|---|---|
Per Capita Water Requirements for Various Occupancies/Uses | ||
| Sr. No. | Type of Occupancy | Consumption per head per day (in liters) |
| 1 | 2 | 3 |
| 1 | Residential | |
| (a) In living units | 135 | |
| (b) Hotels with lodging accommodation (per bed) 180 | 180 | |
| 2 | Educational | |
| (a) Day Schools | 45 | |
| (b) Boarding Schools | 135 | |
| 3 | Institutional (Medical Hospitals) | |
| (a) No. of beds not exceeding 100 | 340 | |
| (b) No. of beds exceeding 100 | 450 | |
| (c) Medical quarters and hostels | 135 | |
| 4 | Assembly :- Cinema theatres, auditorium, etc. (per seat of accommodation) | 15 |
| 5 | Government and Semi-public business | 45 |
| 6 | Mercantile (Commercial) | |
| (a) Restaurants (per seat) | 70 | |
| (b) Other business buildings | 45 | |
| 7 | Industrial | |
| (a) Factories where bathrooms are to be provided | ||
| (b) Factories where no bath-rooms are required to be provided | ||
| 8 | Storage (including warehousing) | 30 |
| 9 | Hazardous | 30 |
| 10 | Intermediate/Stations (excluding mail and express stops) | 45 (25) |
| 11 | Junction Stations | 70 (45) |
| 12 | Terminal/Stations | 45 |
| 13 | International and domestic Airports | 70 |
The value in parenthesis is for stations where bathing facilities are not provided.
Note : The number of persons for Sr.No.(10) to (13) shall be determined by the average number of passengers, handled by the station daily; due consideration may be given to the staff and workers likely to use the facilities.
Table No.12-B | ||
|---|---|---|
FLUSHING STORAGE CAPACITIES | ||
| Sr. No. | Classification of building | Storage capacity. |
| (1) | (2) | (3) |
| 1 | For tenements having common convenience | 900 litres net per w.c. seat. |
| 2 | For residential premises other than tenements having common convenience | 270 litres net for one w.c. seat and 180 liters for each additional seat in the same flat. |
| 3 | For Factories and Workshops | 900 litres per w.c. seat and 180 liters per urinal seat. liters |
| 4 | For cinemas, public assembly halls, etc | 900 litres per w.c. seat and 350 litres per urinal seat.liters |
Related Regulations
You can visit our other blogs related to Regulations 12 through the below-mentioned links
Signs and Outdoor Display Structures in UDCPR 2020
Drainage and Sanitation Requirements in UDCPR 2020
Alternatives Materials, Methods of Design & Construction, and Tests in UDCPR 2020
Building Services in UDCPR 2020
Quality of Materials and Workmanship in UDCPR 2020