RERA Received Date
Completion Date
RERA ID
26.852414
81.032774
Plot is already demarcated. all the development and construction work will be done under the demarcated plot.
Brick work boundary wall at the height of 2100 mm and 600 mm high MS grill. Length Of Boundary Wall is 875.42 metre
6.00 M Wide Reinforcement Cement concrete pavement with vacuum dewatered concrete is proposed around the building as per sanctioned plan.
A footpath with a PCC base, GSB 80 mm thick M-35 paver blocks, and kerb stone edging shall be provided as per the drawings.
The water supply system for the building shall be designed to ensure reliable, hygienic, and adequate water availability for fire protection as well as domestic use. Source & Storage: • The primary source of water shall be a bore well (The development is provided with a comprehensive water supply system comprising 3 no. borewells (2 working + 1 standby ,500 LPM and 75mtr. Head ). • Water from the bore well shall be conveyed through suitable pipelines to the Underground Storage Tank (An underground water storage tank (UGT) of 825 KL). • The UGT shall be compartmentalized into Fire Water Tank and Domestic Water Tank as per applicable norms. Fire Water Priority: • Water from the bore well shall first be filled into the Fire Water Tank (200kl) in the UGT to ensure uninterrupted fire-fighting water availability. • Domestic water supply is maintained through hydro-pneumatic pumping systems with a flow rate of 875 LPM (2 working + 1 standby) at 90 m head, and flushing water is supplied through a separate hydro-pneumatic system with a flow rate of 450 LPM (2 working + 1 standby) at 90 m head. • Additionally, an irrigation pump of capacity 780 LPM (approx.) is provided for horticulture requirements. The system ensures adequate supply of potable (drinking) water and efficient distribution as per NBC/CPWD norms. • Water from the domestic section of the UGT shall be pumped using electrically operated pumps to the Overhead Tank (OHT). • Overhead tanks (OHT) of 208 KL for domestic water and 104 KL for flushing water are provided for gravity-based distribution. • The pumping system shall include necessary control valves, non-return valves, pressure gauges, and isolation valves. • Adequate pump capacity shall be provided to maintain required pressure and flow. Gravity Distribution: • From the OHT, water shall be supplied through a gravity-based distribution system. • Vertical risers and horizontal distribution pipelines shall be provided to supply water to all toilets, kitchens, and other domestic points across all floors. System Design: • The entire distribution network shall be designed to optimize flow rate, pressure, and water quality. • All pipelines shall be of approved material and size, suitable for potable water. • The system shall comply with relevant CPWD / NBC / Local Authority norms.
A separate storm water drainage system with ground water recharge provision (A separate storm water drainage system with provision of 15 nos. rainwater harvesting pits shall be provided for groundwater recharge and efficient surface runoff management.) shall be provided for the site. • Rainwater from terraces, roofs, paved areas, and open spaces shall be collected through a dedicated storm water drainage network. • The collected storm water shall be conveyed through properly sized pipelines and drains to rainwater harvesting / ground water recharge structures. • Adequate filter media and silt traps shall be provided before recharge to prevent choking and contamination. • Excess storm water, after groundwater recharge, shall be safely discharged into the Municipal storm water drain line as per the approved layout and specified plan. • The entire system shall be designed to prevent waterlogging and ensure efficient surface runoff management. • The storm water drainage system shall comply with applicable NBC / CPWD / Local Authority guidelines .
A separate storm water drainage system with ground water recharge provision (rainwater harvesting) shall be provided for the site. • Rainwater from terraces, roofs, paved areas, and open spaces shall be collected through a dedicated storm water drainage network. • The collected storm water shall be conveyed through properly sized pipelines and drains to rainwater harvesting / ground water recharge structures. • Adequate filter media and silt traps shall be provided before recharge to prevent choking and contamination. • Excess storm water, after groundwater recharge, shall be safely discharged into the Municipal storm water drain line as per the approved layout and specified plan. • The entire system shall be designed to prevent waterlogging and ensure efficient surface runoff management. • The storm water drainage system shall comply with applicable NBC / CPWD / Local Authority guidelines.
A green area of approx.= 7500 sqm (23%) area for the purpose of recreational activities like jogging track, children’s play area , gazebo sitting space, sports such as – badminton court, basketball court etc
Many types of bushes and tree will be planted. Planted trees and bushes is the part of green area as per sanctioned plan.
Distribution Transformer 5.0 MVAX2 Nos., Compact Sub-Station 400KVA 11/0.433X13 Nos., 33/11KV HT Panel & 11/0.433KV HT Panel, 11KV RMU, Main Essential LT Panel, Main Block Panel, Essential Block Panel, Outdoor Feeder Pillar, and DG (750KVAX2 Nos.) backup for common services like external lighting and other essential area is proposed as per sanctioned plan, HSD Tank, HT/LT Cable line, Street Light & High Mast Light Poles Feeder pillar, Street lights, will be provided. As per site requirement manhole will be provided for the L.T., L.V., and H.T. lines.
There is a Club building proposed in our project with all required amenities.
A comprehensive system shall be provided for the collection, treatment, and disposal of sewage and sullage water generated from the building. • All sewage and sullage water from toilets, kitchens, wash areas, and other sanitary fixtures shall be collected through a separate sewerage network. • The collected wastewater shall be conveyed through R.C.C. sewer lines laid at appropriate gradients to the proposed Sewage Treatment Plant (STP). • The STP shall be designed to treat sewage to the prescribed standards as per CPCB / SPCB / Local Authority norms. • Treated effluent from the STP shall be reused for flushing, landscaping, horticulture, and other non-potable purposes, as feasible. • Excess treated water, if any, shall be safely discharged into the Municipal sewer / drain after meeting the prescribed discharge standards. • Sludge generated from the STP shall be properly treated, dried, and disposed of through approved agencies. • The entire treatment and disposal system shall be designed to prevent contamination, odor nuisance, and environmental pollution
A comprehensive system shall be provided for the collection, treatment, and disposal of sewage and sullage water generated from the building. • All sewage and sullage water from toilets, kitchens, wash areas, and other sanitary fixtures shall be collected through a separate sewerage network. • The collected wastewater shall be conveyed through R.C.C. sewer lines laid at appropriate gradients to the proposed Sewage Treatment Plant (STP) of 500KLD. • The STP shall be designed to treat sewage to the prescribed standards as per CPCB / SPCB / Local Authority norms. • Treated effluent from the STP shall be reused for flushing, landscaping, horticulture, and other non-potable purposes, as feasible. • Excess treated water, if any, shall be safely discharged into the Municipal sewer / drain after meeting the prescribed discharge standards. • Sludge generated from the STP shall be properly treated, dried, and disposed of through approved agencies. • The entire treatment and disposal system shall be designed to prevent contamination, odor nuisance, and environmental pollution
A comprehensive Water Conservation System shall be implemented to promote efficient use of water and minimize wastage within the premises. • Low-flow and water-efficient plumbing fixtures such as dual flush WCs, aerated faucets, and sensor-based fixtures shall be provided to reduce water consumption. • Rainwater harvesting and groundwater recharge systems shall be incorporated to utilize rainwater effectively. • Treated wastewater from the STP shall be reused for flushing, landscaping, and other non-potable applications. • Separate plumbing lines shall be provided for potable and recycled water to avoid cross-contamination. • Water meters shall be installed at suitable locations to monitor and control water usage. • The overall system shall be designed in compliance with NBC / CPWD / Local Authority guidelines and applicable water conservation norms.
We will use LED lights for energy management system and considering Roof Top Solar Power Plant in selective areas as per GRIHA requirement, will use EV Charger’s for 2 & 4 Wheelers.
A comprehensive Fire Protection and Fire Safety System shall be provided in the building to ensure early detection, effective fire control, and safe evacuation of occupants/residents. • The fire protection system shall be designed and installed in accordance with NBC 2016, Part 4, DBR, and applicable Fire Department guidelines. • An adequate and dedicated fire water storage shall be provided in the Underground Tank. • A complete firefighting system comprising fire pumps (main pump, jockey pump, and standby pump), risers, down-comers, yard hydrants, landing valves, hose reels, and fire hose cabinets shall be provided as per fire norms. • Automatic sprinkler system shall be provided in areas as required by fire regulations. • Fire detection and alarm system including smoke detectors, heat detectors, manual call points, hooters, and fire alarm control panel shall be installed at appropriate locations. • Portable fire extinguishers of suitable type and capacity shall be provided at all required locations. • Fire pumps shall be provided with automatic operation and connected to emergency power backup. • Proper means of escape, emergency lighting, exit signage, and fireman lift (where applicable) shall be provided to ensure safe evacuation. • The entire system shall be tested, commissioned, and maintained as per Fire Authority requirements
Provision of community center, essential shops with visitor’s parking (with handicap parking) etc
The staircase will be provided with emergency exit doors in each floor as per fire department specifications.
Swimming Pool & changing Rooms, Sub-Station, Gate With Guard Room, Retaining Wall, UG Tank (825 KLD), Hume Pipes.
Showing 3 blocks with 62 units
Total Carpet Area
88517.40 m²
952792.44 ft²
Total Units
679
3 different types
Blocks & Floors
3
21 floors across all blocks
Parking
0
0 garages, 0 open
Total Area
43140.00 m²
464354.65 ft²