Shamirpet) : < 5 Minutes (Provides seamless high-speed access
to the entire city.)
Jubilee Bus Station (JBS) & Secunderabad : 35 Minutes (Direct road
connectivity to the city’s main central transit hub.).
Rajiv Gandhi International Airport (RGIA) : 50 minutes via
the Outer Ring Road.
Gachibowli, HITEC City, Financial District : 50 minutes via the Outer Ring Road.
Metro Rail Extension: Detailed Project Reports (DPRs) are underway for the
proposed Hyderabad Metro Rail extension,
connecting Paradise to Shameerpet, promising enhanced future public
transit options.
Educational Institutions: NALSAR University of Law (~6.2 km) and BITS Pilani
(~2.5 km) are in the vicinity, along with several engineering colleges and
international schools, adding to the location’s appeal for families.
Hospitals in Thumkunta and Shamirpet : RX Hospital, SriJiva Hospital,
MediCiti Institute of Medical Sciences, Srimeru Super Speciality Hospitals

Thumkunta, Shamirpet is recognized as one of North Hyderabad’s prime
real estate destinations, making plot investment here a promising choice for long
-term returns.
Consistent Appreciation: The price per square foot in Shamirpet has shown
consistent growth over the past few years. The current average price per square
foot is approximately ₹5,065.
Economic Driver: The primary catalyst for real estate growth is the proximity
to Genome Valley, a major hub for biotechnology and pharmaceutical research.
This ensures a steady demand from working professionals seeking an escape
from city congestion without compromising commute time.
Affordability Factor: Property prices in Shamirpet are often considered moremoderate and affordable compared to the central and western IT corridors,
offering an ideal entry point for investors seeking high returns in developing area.
Future Development: Ongoing and planned
infrastructure project (including the Metro extension)mean property values are expected to appreciate
steadily, offering an impressive return on investment
in the coming years.

Site Cleaning and Clearing
Comprehensive site cleaning and clearing will be carried out to prepare the land for development.
This includes removal of all vegetation, shrubs, bushes, surface debris, organic matter, and other
unwanted materials across the entire layout. The site will be leveled and cleared of all obstructions to
ensure smooth execution of subsequent construction works.

Plot Stones
All plot boundary stones will be laid as per the approved layout plan.
Each stone will be:
Prefabricated cement concrete
Size: 2.5 ft length, 6” x 6” section
Installed at designated plot corners
Painted with corresponding plot numbers for easy identification.

Road / Box Cutting
Road cutting will be carried out as per the approved layout and site-specific soil conditions. A Soil
Bearing Capacity (SBC) test will be conducted prior to excavation to determine the accurate depth
and ensure stability.
Scope of Work:
Earthwork excavation along the proposed road alignment.
Cutting depth based on soil type:
o Black Soil: 1 ft to 2 ft
o Red Soil / Morram: 6 inches to 1.5 ft
Removal of all loose soil and organic material.
Leveling the excavated surface to achieve uniform formation.
Final leveling using a Dozer for precise road profile.
Compaction of the roadbed using a Vibro / Vibro Max roller to achieve the required density
and stability.

Gravel Roads
Gravel filling for road formation will be carried out using approved-quality gravel, sourced from
the designated park area within the layout. The work includes all lifts, leads, loading, unloading, and
transportation.
Scope of Work:

• Spreading gravel in multiple layers, each layer consisting of 150 mm (6 inches) loose
  thickness.
• Each layer will be watered and compacted thoroughly before placing the next layer.
• Total gravel filling will be done up to a finished depth of 1 ft to 2 ft, depending on the road
  design.
• Proper camber (road slope) will be provided using skilled labour and Grader machinery,
  forming the slope from the centre towards the edges (approx. 1 inch fall for drainage).
• Final compaction of the gravel road will be done using a Vibro Max vibratory roller (8–10
  tonnes) to achieve required density as per standard engineering specifications.

Wet Mix Macadam (WMM)
Providing, laying, spreading, and compacting graded stone aggregates as per Wet Mix Macadam
(WMM) specifications.
Scope of Work:

Aggregate mix:
o 40 mm – 40%
o 20 mm – 20%
o Crusher Dust – 30%
o 12 mm – 10%

Premixing stone aggregates with water at Optimum Moisture Content (OMC) in a
mechanical mixing plant.

Transporting the mixed material from the plant to the site.

Laying the WMM in uniform layers using Paver, Dozer, or Motor Grader over a properly
prepared sub-base/base surface.

Compacting each layer with a vibratory roller to achieve the required density and strength
as per MORTH / standard specifications.

Ensuring proper line, grade, level, and cross fall.
Material Composition (as per your note):

Loose thickness: 6 inches

Compacted thickness: 4 inches

Cement Concrete Pavement (CC Road)
Providing and laying Plain Cement Concrete (PCC) pavement of M25 grade using 12 mm and 20
mm machine-crushed HBG (High-Grade Basalt) aggregates as per standard rigid pavement
specifications.
Scope of Work:

• Preparation of the roadbed and ensuring proper levels and alignment.
• Placing side formwork / steel channels to maintain the required width, thickness, and line.
• Laying a 125-micron polythene sheet over the prepared surface to act as a separation layer
  and prevent loss of cement slurry.
• Mixing, placing, and levelling M25 grade concrete using approved quality cement,
  aggregates, and water.
• Compaction of concrete using vibrators to eliminate voids and achieve uniform density.
• Finishing the concrete surface by screeding, floating, and trowel finishing to achieve a
  smooth riding surface.
• Providing grooves / expansion joints at required intervals, including supplying and fixing
  12.70 mm thick mastic pads (bituminous filler) to control thermal expansion and prevent
  cracking.
• Curing the pavement using water curing or curing compounds for the required curing
  period to ensure proper strength development.

Kerbing Stones
After completion of road work, precast RCC kerb stones of size 600 × 300 × 100 mm, cast in
M25 grade concrete, will be installed on both sides of the road. The kerbs will be painted in yellow
and black alternating colours for visibility and aesthetics.
Groove/cut lines will be provided at joints as per standard practice.

Rain Water Saucer Drain (Sub-Roads)

• Install precast RCC saucer drains of size 600 × 300 × (75 / 100) mm or 600 × 300 × (60
  / 80) mm, on both sides of the roads.
• Bed of the drain will be laid over 20 mm compacted dust to give a firm base.
• Joints between precast elements will be sealed with cement mortar (1:3 mix) to ensure
  water-tightness.
• The drains will channel surface runoff into the rain-water harvesting pits provided in the
  layout.

underground Storm Water Drain (Main Roads)

• Provide an underground storm-water drainage system, as required by HMDA layout
  norms.
• Use RCC / Hume (HPCL) pipes of diameter 2 ft (~600 mm or more) for the main
  drainage line, running along the layout’s main road.
• Lay the pipes in a well-prepared trench, ensuring proper grade/slope for gravity flow.
• Provide inspection chambers / manholes at regular intervals (e.g., junctions, corners,
  inlets) to allow maintenance, cleaning, and flow inspection.
• Cover manholes with grated covers (“Jali”) for safety and access.
• Connect surface drains (like the saucer drains) to this underground system so that storm-
  water is properly collected.
• All joints of the pipes will be properly sealed (e.g., with cement mortar / rubber seals) to
  prevent leakages and infiltration.

Underground Drainage System (With DWC Pipes)
Earthwork excavation will be carried out in all types of soil to the required depth and alignment for
the drainage pipeline. After preparing the trench, ISI-certified DWC (Double Wall Corrugated)
pipes will be laid with proper slope and alignment. DWC pipes offer high flexibility, durability, and
corrosion resistance, making them ideal for underground drainage. Backfilling will be done in layers
with proper compaction. All labour, materials, and curing processes are included.
Specifications:

• Trial runs will be conducted under technical supervision to ensure proper flow and leak-proof
  joints.
• 200 mm (8-inch) DWC pipes will be used for sub-lines.
• 300 mm (1-ft) DWC pipes will be used for the main line.
• All joints will be connected using DWC couplers and rubber gaskets to ensure a leakproof
  system.
• Pipes will be laid on a well-prepared sand/soft bedding layer to prevent pipe damage and
  ensure stability.

Manhole Chambers
Manholes will be constructed at intervals of every 2 plots to ensure easy maintenance and inspection
of the underground drainage system. Each manhole will be built using red brick masonry and
finished with internal plastering and cement punning for smooth flow and durability.
RCC prefabricated manhole cover plates of 10-ton load capacity will be provided based on the
size of the pipeline:

24-inch Dia cover plate near the septic tank / main junctions
Chamber depth will typically range from 3 ft to 4 ft, depending on site levels and pipe alignment.

18-inch Dia cover plate for 6-inch drainage lines

22-inch Dia cover plate for 8-inch drainage lines

Septic Tank (50,000 Litres Capacity – RCC Structure)
A 50 KL capacity septic tank will be constructed at the designated location using RCC as per HMDA
norms. Excavation will be carried out to the required depth, followed by laying a 6-inch PCC (1:3:6)
bed. All RCC works will be done using M25 grade concrete with waterproofing compound,
supported with double-plated formwork and required steel reinforcement.
Specifications

• Construction as per HMDA onsite sanitation standards
• 6-inch PCC (1:3:6) bottom bed using 60 mm coarse aggregate
• Double-plated formwork with 8-inch cavity spacing
• M25 Grade RCC using 12 mm & 20 mm HBG metal + waterproofing liquid
• Internal partition/baffle walls for correct flow & retention time
• Waterproof plastering (C.M 1:5) with cement punning for complete sealing
• Inlet, outlet, and freeboard levels set as per hydraulic load & line depth
• Provision of sludge chamber, vent pipe, and inspection openings
• Steel fabrication, formwork, staging, and RCC compaction included
• Brick masonry wherever required (as per design)

Internal Water Line System (From Layout Sump)
A dedicated internal water distribution system will be laid as per HMDA norms using ISI-standard
HDPE pipes. Sub-road lines will be connected to the main network, and every plot will receive an
individual water connection with premium-quality fittings.
Specifications:

• ISI-marked HDPE 63 mm dia. pipes for sub-roads
• HDPE 90 mm dia. main trunk water line
• individual plot water connection with CPVC pipe & UPVC tap
• Gate valves at all junctions for isolation & maintenance
• Standard HDPE butt-fusion/electrofusion joints
• Trench excavation, laying, alignment, pressure testing included
• Backfilling & compaction as per HMDA standards

Government Manjeera Water Supply Line
A separate HMDA-compliant water supply line is provided to connect the layout to the Government
Manjeera water network. This line runs parallel to the internal water line and also provides tap points
for plots.
Specifications:

• ISI-standard HDPE 63 mm dia. pipes for internal distribution
• HDPE 90 mm dia. pipe as the main Manjeera feed line
• Plot-level tap connection where applicable
• Gate valves installed at each junction for flow control
• HDPE fusion jointing (butt/electrofusion) as per standards
• Pressure testing of full line before commissioning
• Trenching, sand bedding (if required), backfilling & compaction included

plantation Water Supply Line (Avenue Plantation Irrigation Line)
A dedicated pipeline network will be laid for watering avenue plantations on both sides of all internal
roads. This system ensures continuous water supply for trees planted throughout the layout.
Specifications:

• ISI-approved HDPE 63 mm dia. pipes along all internal roads
• Continuous loop arrangement for uniform pressure
• Watering points / taps provided at regular intervals
• Standard HDPE fusion jointing for leak-proof performance
• Full trenching, pipe laying, backfilling & consolidation included

Gate Valve Chamber
Gate valve chambers will be constructed at required locations for regulating and isolating the three
water supply lines within the layout. Each chamber is built with durable brick masonry and finished
with waterproof plastering to ensure long service life. A strong top cover will be provided for easy
access during maintenance and operation.
Specifications:

• Constructed using cement concrete brick masonry
• Internal surfaces finished with waterproof cement plastering
• Chambers designed to house gate valves for all 3 water lines
• Heavy-duty RCC/Precast chamber cover for protection and access
• Proper base PCC provided for chamber stability
• Inlet/outlet pipe openings finished with mortar for leak-proof fit

Water Sump (50,000 Litres – HMDA Norms)
A 50 KL underground RCC water sump will be constructed at the designated location as per HMDA
standards. The sump will be designed to store potable water for distribution through the internal
water line system. All RCC works will follow structural design requirements and approved materials.
Specifications:

• Constructed as RCC circular or rectangular tank as per design
• PCC bed (1:3:6) laid before foundation works
• M25 grade concrete used for all RCC components
• Vizag Steel / Tata Steel reinforcement as per structural design
• Double-layer formwork with proper spacers and support
• Internal & external walls finished with waterproof plastering (C.M 1:5)
• Cement punning for complete seepage protection
• River sand used for all plastering & masonry works
• Hydro-pneumatic pump provided for lifting water to OHT / distribution
• Proper inlet, outlet, overflow & washout arrangements
• Concrete cube sampling & testing carried out as per norms

Additional Water Sump (2,00,000 Litres – Plantation & General Use)
A 200 KL capacity RCC sump will be constructed for additional layout needs such as plantation

watering, maintenance requirements, and general utilities. The sump will be built using the same high-
grade specifications with enhanced dimensions suitable for large storage capacity.

Specifications:

• Can be built as rectangular or circular RCC tank based on site feasibility
• PCC (1:3:6) bottom bed for strong foundation
• M25 grade concrete for walls, base slab & roof slab
• Reinforcement with Vizag Steel / Tata Steel
• High-quality formwork, shuttering & staging for large-volume casting
• Internal baffle walls (if required) to control water turbulence
  Waterproof plastering on all internal surfaces with C.M (1:5)
• External waterproofing compound coating for seepage prevention
• Proper inlet, outlet, overflow, washout & manhole arrangements
• Hydro-pneumatic pump provision for water extraction
• Concrete cube strength testing for quality assurance

Rainwater Harvesting Pits
For every acre, 4 Rainwater Harvesting Pits of size 4’ × 4’ × 4’ will be constructed as per HMDA
norms. Each pit will be linked to the saucer drain and nearby storm-water drain to improve
groundwater recharge and manage surface runoff.
Specifications:

• 4 pits per acre
• Size: 4 ft × 4 ft × 4 ft
• One side brick masonry wall with plastering
• Filling pattern:
  o 50% — 40 mm metal
  o 25% — 20 mm metal
  o 15% — Sand
  o 10% — Open space
• Connected to saucer drain for collection
• Overflow connected to storm-water drain

Paver Blocks for Footpath
Factory-made coloured cement concrete paver blocks will be laid for the footpath as per the
approved colour and pattern. The pavers will be placed over a compacted sand bed and finished with
proper compaction to achieve a neat and durable walkway.
Includes / Specifications

• 50 mm thick M-25 grade chamfered-edge CC paver blocks.
• Pavers manufactured using table vibrator method with PU Molds for good finish.
• Laid over a 3-inch-thick compacted dust bed.
• Blocks will be arranged in the required colour, design, and interlocking pattern.
• Proper embedding and compaction will be done using a plate vibrator.
• Jamuna sand will be used to fill the joints between the paver blocks.
• Edge trimming and cutting of pavers will be done wherever required.
• Final sweeping and cleaning for a uniform, level finish.

Underground Electricity System (L.T. Line)
A complete Low Tension (LT) underground electrical network will be provided throughout the
layout, covering both sides of all internal roads. The system includes cable laying, protective conduits,
junction panels, street lighting, and all necessary components for safe and reliable power distribution.
This work is carried out as per standard electrical norms.
Specifications:

Protection Using Hume Pipes:
NP2 grade RCC Hume pipes will be used for underground cable protection at road
crossings and vulnerable points.

Underground LT Cable:
High-quality Havells LT cables of 180, 120, 90, 70, and 60 sq.mm (as per load
requirement) will be laid throughout the layout.
One LT panel board for every block for cable distribution and maintenance access.

Safety & Execution:
o Proper trenching, sand bedding, cable laying, and backfilling.
o Warning tape placed above the cable.
o All material, labour, transportation, and installation charges included.

Street Lighting System:
o 7-meter poles with LED streetlights.
o Each pole fitted with MCB control unit for safety.

Transformer Support Work:
o At the transformer point, a 9-meter RCC pole will be installed.
o Generator backup cable (DG cable) connection will be provided up to the
transformer panel.
o Cable glands, lugs, insulation tapes, and all accessories included.

All works will be carried out in compliance with HMDA norms and standards.