Construction project Management sem 1

Group 1: Sanskriti | Ajoy | Sonali | Anuj | Bhawna Masters in Building Engineering and Management SPA New Delhi

PROJECT FAMILIARISATI

ON•Architectural Appraisal•Structural Appraisal•HVAC Appraisal•Plumbing Appraisal•Firefighting Appraisal•Electrical Appraisal


FAMILIARISATION

ARCHITECTURAL APPRAISALDesigned as a courtyard style mixed-use development with retail and offices this project is planned to exceed international standards. Featuring open-air convenience retail including clinics, health club, restaurants and cafes, Emerald Plaza is anticipated to be a consumer destination. The exterior building massing contrasts with the softscape interior court yet harmoniously ties together the built environment with nature. The internal court is visualized as being the heart of the development and is protected from the exterior hustle and bustle of the city. In an effort to embrace the local region, connectivity to the neighbouring housing community is provided with convenient access from all sides.

AreasEmerald hills- 102 acresCommercial plaza-3.96 acres

OFFICE BLOCK-Estimated completion time- 18 monthsBasement construction

COMMERCIAL BLOCK-Estimated completion time-24 monthsFoundation construction


FAMILIARISATION


SITE CONDITIONS The stratification at site indicates layered deposits caused by sediment deposition by streams in non-marine fluvial conditions. The stratification observed indicate no major deviation in patterns. The deposits are known as alluvial deposits and the site is part of alluvial basin. The sub-soils encountered in the course of investigation up to depths 10.45m below existing ground level consists of: • Brownish/yellowish silty sand.• Yellowish silty sand.

Kankar (of gravel size) are presents almost through out the depth of investigation but prominent between 3.0 and 6.0m depth below ground level. Yellowish/brownish silty sands are available up to termination depth. The sub-soils are inorganic and cohesion less.

The standard penetration values observed at site indicate that the sub-soils are medium dense to dense in its relative density. The penetration values also indicate an increasing tendency with depth, the values from 6/7 at 1.5m to over 16. The sub-soils are homogeneous deposits. The scatter in ‘N’ values although indicate non-isotropic condition, is largely due to presence of kankar.

No water table was encountered up to 10.45m depth. However in bore hole 2, water table was encountered at 8.0m, open well (near bore hole 2) at 11.6m & open well (near bore hole 10) at 16.5m respectively. The overall development around it may lead the water table to go down further in further in future.

There appears to be no long-term settlements due to super structure loading. Settlements if any are likely to take place during the construction period itself.

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MASTER PLAN FAMILIARISATION


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STRUCTURAL APPRAISAL• The foundation is a combination of RAFT foundation with

pedestal below towers and isolated foundation with stich slab below extended basement.

• Shear walls are provided in and around the cores.• Slabs provided are flat slab.


HVAC APPRAISAL

Introduction• The proposed building has two blocks, one non tower block and second tower block• Non tower block has three floors such as ground, first & second floor, which shall be for the retail.• Tower block, ground and first floor shall be for the retail and second to ninth floor shall be for the offices.• It is proposed to provide economical and efficient air conditioning system for all areas except toilets etc.• The ventilation system has been also proposed for toilet, parking, services area etc.

Design CriteriaNon Tower Block (Gr., 1st & 2nd Floor) & Tower Block (Gr. & 1st Floor) – Retail Area

• Provision for installing Indoor & Outdoor Unit of split air conditioner shall be made for most of the retail area.• In the larger retail area (Non Tower Block, Shop No.-1 & Shop No. 15), provision for installing duct able unit shall be made. Non Tower Block (Gr., 1st & 2nd Floor) & Tower Block (Gr. & 1st Floor) – Retail Area • Air cooled Hi Wall Split air conditioners in each office area as per its sales and marketing commitment. Outdoor unit shall be kept in the dedicated balconies.• Design has inbuilt provision of adapting long piping air conditioning system for 2nd to 6th floor of office block and shafts have already been sized accordingly.• In office area from 7th to 9th floor shall be air conditioned by providing conventional air cooled hi wall split air conditioners and all the outdoor units shall be

placed on the roof, thereby dedicated office balconies can be avoided altogether. Basis of Design

Outside Design Conditions DBT °C WBT °CSummer / Monsoon / Winter 43.3/35.0/7.2 23.9/28.3/5.0 Inside Design Conditions DBT °C RH Summer / Monsoon 23.00 ± 1.00 Around 60% Winter No provision of winter heating. Exposed Roof All exposed roof / terraces shall be insulated (over deck) with suitable material to get an overall heat transmission factor of 0.12 BTU/HR/SFT/°F

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SECOND BASEMENT PLAN FAMILIARISATION


FIRST BASEMENT PLAN FAMILIARISATION


GROUND FLOOR PLAN FAMILIARISATION


FIRST FLOOR PLAN FAMILIARISATION


SECOND FLOOR PLAN FAMILIARISATION


THIRD FLOOR PLAN FAMILIARISATION


4TH-8TH FLOOR PLAN NINTH FLOOR PLAN FAMILIARISATION


Scheme for Air Conditioning System

• It is proposed to install air cooled hi wall split unit with rotary compressor & ductbale split unit with scroll compressor to cater to the area.

Scheme for Ventilation of Toilet (Ground to Second Floor, Non Tower Block & Ground to First, Tower Block)

• For each block, axial fan shall be installed on the terrace and duct dropper from fan shall be installed, which shall be connected with the exhaust duct from each set of toilet on each floor.

Scheme for Ventilation of Toilet (Remaining Toilet)

• Each set of toilet shall have ceiling hung inline fan of required capacity.• Foul smell from the toilet shall be trapped with the help of diffusers / grilles and it shall be carried forward through the duct.

Scheme for Ventilation of Parking

• It is proposed to install number of centrifugal fans / tube axial flow fans of various capacities to ventilate the Parking areas• Double Inlet Double Width (DIDW) centrifugal fans shall be installed for normal operation & axial flow exhaust air fans shall be installed for smoke exhaust in

case of fire• The fresh air & exhaust air quantity in the basement for normal operation shall be based on 12 air change per hour• In case of fire, additional tube axial flow fans for supply and exhaust shall be installed on 18 air change per hour, i.e in case of fire, supply and exhaust system

shall be based on total 30 air change per hour, which is the requirement stipulated in National Building Code of India.• In the second basement, DIDW centrifugal fan shall be installed in the Fan Room to force the fresh air and to exhaust the inside air.• In the first basement, fresh air shall be taken through the ramp opening for the normal as well as fire mode operation.

Scheme for Pressurisation of Lift Well

• It is proposed to install required number of tube axial flow fans of required capacity on the terrace to pressurise lift well . All pressurisation fans shall run in case of fire only.

Scheme for Mechanical Ventilation of DG Room

• It is proposed to install required number of air washer of required capacity @ 30 CFM / KVA to supply the washed air and exhaust the inside air @ 25 CFM / KVA in the DG Room

Scheme for Mechanical Ventilation of Electrical Room, Services Room, HT, LT, TR Room etc

• It is proposed to install wall mounted propeller fan to exhaust the inside air and supply to room shall be made available through door louvers / rolling shutter.

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PLUMBING APPRAISALTotal No. Of Shops : 234 nos.

Restaurants Area : 320 sq.mt

Total no. Of Office : 313 nos. (14,000 sq.mt)

Assumption

No. Of working staff for shops : 4 nos per shops

No. Of Working staff for each office : 10 sq.mt per person

No. Of seating in restaurant : 3.6 m2 per person

Population

Shop : 936 nos.

Restaurant : 89 nos.

Office : 1400 nos.

Visitors : 1800 nos.

Supporting & Maintenance Staff 200 nos.

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WATER REQUIREMENT CALCULATION

S. No. Item Description Number of Persons / Seats

Water Requirement / head (litres)

Total water Requirement (litres)

A Fresh Water Requirement

1. Total Working Staff 2,336 20 46,720

2. Supporting & Maintenance Staff 200 20 4000

3. Restaurant 89 45 4005

4. For Visitors 1,800 5 9,000

5. Water Treatment plant back wash & regeneration 2,000

6. Misc. – Mopping / water features etc. 10,000

Sub Total of A 75,725

B Treated Effluent Water Requirement

1. Total Working Staff 2,336 25 58400

2. Supporting & Maintenance Staff 200 25 5000

3. Restaurant 89 25 2225

4. For Visitors 1,800 10 18,000

5. Irrigation / Planter 10000

Sub Total of B 93,625

Total requirement (A+B) 169,350

TOTAL PLUMBING REQUIRED / DAY = SAY 200,000 Litres

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HVAC/ELECTRICAL REQUIREMENT• HVAC water requirement – NIL• Electrical Water Requirement - 5,000 x 6 = 30,000 Litres

REQUIREMENT OF WATERGround Water tank capacity considered – 200,000 litresRoof Water tank capacity considered – 20,000 litres

AVAILABILITY OF WATER1.MUNICIPAL WATER SUPPLY2.TUBEWELL WATER SUPPLY3.RAINWATER HARVESTING4.RECYCLING OF WATER

WATER BALANCING Fresh Water Requirement - 75,725 litres

Flushing & Irrigation Requirement - 93,625 litresElectrical Requirement - 30,000 litresTotal Water Requirement - 199,350 litres

Recovery from STP @ 85% of water to STP - 106,250 LitresBalance Water Required From other Source - 93,100 LitresWater Required from Authority - 93,000 Litres

S. No. Item Description Daily Requirement Factor of storage Total water Requirement (litres)

1. Fresh Water Requirement 93,000 2.0 186,000

2. Treated Effluent Water 107,000 1.25 133,750

3. Fire Protection – Ground level 200,000 1 200,000

4. Fire Protection – Roof Level 20,000 1 20,000

Total requirement 539,750

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S. No. Item Description Number of Tanks Capacity of Each Tank (Litres)

Total Storage Capacity (litres) Location

1. Fire Protection Tank 2 100,000 200,000 Ground Level2. Fire Protection Tank 2 10,000 20,000 Roof Level3. Raw Water Tank 2 40,000 80,000 Ground Level4. Treated Water Tank 2 40,000 80,000 Ground Level5. Soft / Flushing Water Tank 2 55,000 110,000 Ground Level

6. Treated Water Tank 2 10,000 20,000 Roof Level7. Flushing / Soft Water Tank 2 15,000 30,000 Roof Level

Total requirement 540,000

WATER STORAGE PROVIDED

DISTRIBUTION OF NORMAL TREATED WATER

Pressurised / gravity flow water supply is used for supply of fresh water to all wet areas in the building and gravity flow water supply is used for supply of flushing water to all wet areas.Water heaters is being used for hot water supply. Individual water heaters is provided in office areas’ toilet, kitchen & pantry.

PLUMBING - DRAINAGE SYSTEM DESCRIPTION• The proposed soil & waste system is double stack i.e. separate stack for soil and separate stack for waste pipes. • Catch basins is being provided at 1st basement level for parking drainage and rectangle drain with grating shall be provided at

starting and ending point of ramp at each basement level. • Catch basins and ramp drain at 1st basement level is connected with vertical waste. All vertical waste pipes from upper

basement levels is connected with open drains at 2nd basement level.• Open drains with grating is provided at 2nd basement level drainage and all waste pipes from upper basements shall be

connected with these open drains. The design of open drain network is done in such a way that the maximum depth of open drains less than 300mm.

• Entire 2nd basement is divided in 3 zones. One number Sump pit with 2 Nos. pumps (1 duty + 1 stand by) is provided in each zone. Open drain in each zone shall be connected with sump pit. All sump pits is interconnected with each other.

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WATER TANKS AND SUMP

• Sludge Holding Tank• Soft Water Tank• Fire Water Tank• Raw Water Tank• Treated Water Tank

SLUDGE HOLDING TANK

SOFT WATER TANKS

FIRE WATER TANKS

RAW WATER TANKS

TREATED WATER TANKS

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RAIN WATER HARVESTING

• The site will be divided into four equal pockets varying from 3500-4500 square meters depending upon site layout.

• Each pocket will have independent harvesting well. A de-silting chamber will be provided to de-silt and remove floating material through bar screen. One deep bore well up to sub soil water table will be drilled

72 M3 Rain Water Harvesting Pit … 4 Nos.

DETAIL OF RAIN WATER HARVESTING PIT

S. NO. Description of Area Area (A)Coefficient of Run

OFF (I)Intensity of rain

fall (I) Discharge (Q)Time of

ConcentrationVolume of Water for

Harvesting Pit (Sqm.) % mm / Hr. LPS Minutes

M3

Land Area

1 Building Area 4,000 80% 60 53.33 30 96.00

2 Green Area on soft land 5,000 30% 60 25.00 30 45.00

3 Paved Area for parking and roads 7,000 60% 60 70.00 30 126.00

TOTAL 16,000 148.00 267.00

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FIRE-FIGHTING APPRAISALThe design of fire protection system has been based on the following data:

CLASS OF BUILDING – Mercantile Building / Business BuildingCLASS OF FIRE – Ordinary hazard

HEIGHT OF BUILDING For business class – Above 30 meters For Mercantile Buildings – Less than 10 meters

PROPOSED FIRE PROTECTION SYSTEM

Sprinkler heads in basement area & upper floors - @ 12 sqm

Fire hose cabinet - @ 45 Meter c/c. (Maximum) External hydrant - @ 45 Meter c/c (Maximum) Portable fire extinguishers - As per IS code (Minimum 2 nos. for area of 300 sq. meter) Water Curtain - All Basement floors.

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ELECTRICAL APPRAISAL

• Power supply -Dakshin Haryana Bijli Vitran Nigam• Source voltage -11 KV• DG backup -125 KV capacity• Standby DG set -62.5KV

LIGHTINGIt is designed according to the required illumination levels as per Indian Standard / NBC Code.The Illumination levels or Lux levels of different areas are as follows:

S.NO. DESCRIPTION LUX LEVEL1. Common Areas 200 – 250 lux2. Office Areas 300 – 500 lux3. Pump Rooms / Sub Station/AHU Room 150 – 200 lux4. Parking AREAS 30 – 50 lux5. Lobbies / Corridors 200 - 250 lux6. Staircase Landings 200 - 250 lux7. Shops 500 - 1000 lux

WIRING• PVC insulated FR flexible Copper Wiring• It conform to IS-732: 1963

STREET AND AREA LIGHTING• High efficiency sodium vapour/mercury vapour /metal halide lamps and bollards

ELECTRICAL LOAD CLASSIFICATION• Light load – 728851 watts• Power load – 463133 watts• UPS power load – 239286 watts• A.C.load – 2271245 watts

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SITE & CONSTRUCTION

LOGIC•Option 1•Option 2•Option 3•Comparision


EXCAVATION PLANSITE LOGIC

A

B

OPTION 1 CONSTRUCTION LOGIC


CONSTRUCTION LOGIC

OPTION 11

2

3

4


CONSTRUCTION LOGIC

OPTION 1

5

6

7

8


OPTION 2

EXCAVATION PLAN AT GROUND LEVEL

CONSTRUCTION LOGIC


CONSTRUCTION LOGIC

STAGE 1. EXCAVATING BASEMENT OF TOWER B

STAGE 2. EXCAVATING BASEMENT OF TOWER A

OPTION 2


CONSTRUCTION LOGIC

STAGE 3. STARTING FOUNDATION WORK FOR TOWER A USING EXCAVATED TOWER B AREA FOR MATERIAL STORAGE

STAGE 4. COMPLETING SUB STRUCTURE OF TOWER A

OPTION 2


CONSTRUCTION LOGIC

STAGE 5. COMPLETING THE FULL SUB STRUCTURE OF BUILDING ( TOWER A + B )

STAGE 6. COMPLETING COMMERCIAL PART OF TOWER A

OPTION 2


CONSTRUCTION LOGIC

STAGE . COMPLETING TOWER B ( FULL COMMERCIAL IS COMPLETE NOW )

STAGE 6. COMPLETION OF TOWER A

OPTION 2


CONSTRUCTION LOGIC

OPTION 3 EXCAVATION PLANSITE LOGIC


STAGE 2. COMPLETING SUBSTRUCTURE OF TOWER B + COMMERCIAL AREA OF TOWER A

STAGE 2. COMPLETING SUB STRUCTURE OF OFFICE TOWER



STAGE 3. COMPLETION OF OFFICE TOWER

STAGE 4. COMPLETION OF COMMERCIAL TOWER



CONSTRUCTION LOGIC

STAGE 1. EXCAVATING FULL BASEMENT AREA

STAGE 2. COMPLETING SUB STRUCTURE OF OFFICE TOWER

OPTION 3


CONSTRUCTION LOGIC

STAGE 3. COMPLETING SUBSTRUCTURE OF TOWER B + COMMERCIAL AREA OF TOWER A

STAGE 4. COMPLETION OF OFFICE TOWER ( TOWER A )

OPTION 3


CONSTRUCTION LOGIC

STAGE 5. COMPLETING OF COMERCIAL TOWER (TOWER B )

OPTION 3


PHASE IEXCAVATION AT FOUNDATION LEVEL

PHASE IIAT GROUND LEVEL, AFTER BASEMENT CONSTRUCTION

SL. NO. OPTION 1 OPTION 2 OPTION 3 OPTION 1 OPTION 2 OPTION 3

SITE ENTRY & EXITS

ENTRY –EXIT HAS EASY ACCESS TO RAMP

SAME ENTRY EXIT THROUGH SERVICE ROAD

SAME ENTRY –EXIT HAS EASY ACESS TO RAMP

ENTRY FROM 24M ROAD, EXIT FROM SERVICE ROAD

SAME ENRTY EXIT

ENTRY FROM 24M ROAD, EXIT FROM SERVICE ROAD

RAMP FOR EXCAVATION

EASILY ACCESSIBLE FROM MAIN ENTRY

ACCESSIBLE FROM SERVICE ROAD

EASILY ACCESIBLE FROM MAIN ENTRY

NOT NEEDED NOT NEEDED NOT NEEDED

MATERIAL & EQUIPMENT

STORAGE

PLACED IN UNEXCAVATED PART 2

PLACED IN EXCAVATED PART 1

PLACED IN UNUSED TAXI STAND

PLACED IN LANDSCAPED AREA

ALONG THE ROAD

PLACE IN UNUSED TAXI STAND

SITE OFFICE PLACED IN UNEXCAVATED PART 2




NEAR THE ENTRY PLACE IN UNUSED TAXI STAND

DIESEL GENERATOR AND WATER

STORAGE

PLACED IN NORTH-EAST CORNER




ALONG THE ROAD

PLACE IN UNUSED TAXI STAND

BATCHING PLANT


READY MIX CONCRET USED

READY MIX CONCRETE IS USED


READY MIX CONRETE IS USED

READY MIX CONCRETE IS USED

CONSTRUCTION LOGIC

COMPARISION


FINAL OPTION

Third Option is chosen as the final construction logic for the project.Merits:-

1. Easy entry to the ramp.2. Utilization of unused taxi stand for the storage and site office.3. Whole site will be excavated in a go as a result excavation permission from

mining department is required only once.4. Early completion of office block.

CONSTRUCTION LOGIC


WORK BREAKDOWN STRUCTURE


EMERALD PLAZA

SITE PREPARATION CIVIL WORK SERVICES FINISHES SITE DEVELOPEMET

Level 1

Level 2



SITE PREPRATION

APPROACH ROAD &

PATHWAY

SURVEYS & TESTS

SITE CLEARENCE

TEMPORARY STORAGE SITE OFFICE

WASTE DISPOSAL

AND SANITATION

MOBILISATION

LABOUR ACCOMODA-TION AND

TRANSPORT-ATION

Level 2

Level 3

EMERALD PLAZA

SITE PREPARATION CIVIL WORK SERVICES FINISHES SITE

DEVELOPEMET



CIVIL WORK

EXCAVATION WATER PROOFING CONCRETING PLASTERING MASONRY DOORS, WINDOWS

& RAILINGS

Level 2

Level 3

EMERALD PLAZA


DEVELOPEMET



CIVIL WORK

EXCAVATION WATER PROOFING CONCRETING MASONRY DOOR, WINDOWS, RAILING ETC.

WATER PROOFING

SUB STRUCTURE SUPER STRUCTURE (TERRACES, JOINTS, BALCONIES)

Level 3

Level 4



CIVIL WORK

EXCAVATION WATER PROOFING CONCRETING MASONRYDOOR,

WINDOWS, RAILING ETC.

CONCRETING

PCC RCC

Level 3

Level 4



EMERALD PLAZA


DEVELOPEMET

SERVICES

HVAC (Ventilation only) ELECTRICAL PLUMBING FIRE FIGTING MECH. VERTICAL

CIRCULATION

Level 2

Level 3



HVAC (Ventilation only)

DUCTS IN BASEMENT MACHINE TOILETS ON ALL FLOORS

SERVICES

HVAC ELECTRICAL PLUMBING FIRE FIGHTING MECH. VERTICAL CIRCULATION

Level 3

Level 4



SERVICES


ELECTRICAL

HIGH SIDE

MAIN DISTRIBUTION

BOARD

DEISEL GENERATOR METERING HT PANEL TRANSFORMER

LOW SIDE

CONDUITING/ CABLE

TRAY/WIRING

LOCALISED CIRCUIT BOARD

FITTING SWITCH BOARDS

Level 3

Level 4

Level 5



SERVICES


PLUMBING

HIGH SIDE

TREATMENT PLANT PUMPS

LOW SIDE

PIPINGS (Sanitary &

supply)FISTURES OVER HEAD

TANKS UG TANKS RWH TANKS

Level 3

Level 4

Level 5



SERVICES


FIRE FIGHTING

DETECTION AND ALARM PROTECTION

SPRINKLERS WET AND DRY RISERS EXTERNAL HYDRANT WATER CURTAIN

Level 3

Level 4

Level 5



MECH. VERTICAL CIRCULATION

ESCATATOR ELEVATOR

Level 3

Level 4

SERVICES




EMERALD PLAZA


DEVELOPEMET

FINISHES

EXTERNAL

STONE CLADDING PAINT FINISHES ON PLASTER WALL

INTERNAL

FLOOR TILING PAINT ON PLASTER WALL

Level 3

Level 4

Level 5



EMERALD PLAZA


DEVELOPEMET

SITE DEVELOPMENT

BENCHES & PLANTERS

STORM WATER DRAINAGE

SITE LIGHTING FIXTURES MAIN GATE

SOFTSCAPE (Pavement & green cover)

HARDSCAPE (Road &

pathway)

Level 2

Level 3



ACTIVITIES


ACTIVITIES

1. Site Preparation 1.1 Clearing Site

1.2 Survey and Site Demarcation 1.3 Benchmarking Levels

1.4 Site Fencing

2. Construction Infrastructure 2.1 Temporary Structures

2.1.1 Guard Room + Site Office + Storage + Lab Masonry Work RCC Work Door/Window Roofing (asbestos)

Flooring Finishes

Fabrication Yard 2.1.2 Service Infrastructure DG Set with Distribution

Water Storage Tank Fire Safety Provisions


3.Office & Commercial Tower3.1 Civil Works 3.1.1 Setting Out

Layouting & Benchmarking for Excavation and Foundation 3.1.2 Earth Work (Excavation)

3.1.3 PCC Work PCC Bed in Basement Foundation

3.1.4 Water Proofing (Horizontal) Cementy Slurry - Mixed with WP Compound SandStone Layer - Joined with WP Cement Mortar Cement Mortar over Sandstone Layer

3.1.5 RCC Work 3.1.5.1 Slab SRCD

(NOTE : S : Shutttering , R : Reinforcements Placement , C : Concreting ,D : Deshuttering) 3.1.5.2 Retaining Walls RSCD

3.1.5.3 Raft and Stiched Beam + Basement Slab RSCD 3.1.5.4 Staircase SRCD

ACTIVITIES


3.1.5.5 First & Second Basements Slab & Beams, Columns & Lift Walls

RSCD 3.1.5.6 Floor Slabs & Beams

SRCD 3.1.5.7 Water Proofing (Vertical)

SandStone Layer - Joined with WP Cement Mortar Cementy Slurry - Mixed with WP Compound

Cement Mortar over Sandstone Layer 3.1.5.8 Earth Work (Backfilling)

Back Filling Lift Pit and Sump + Antitermite Treatment 3.1.5.9 Mumpty and Tank Slab-Terrace

SRCD 3.2 Services ( During RCC Works ) 3.2.1 Electrical Conduits/Fan Boxes in RCC Structure 3.2.2 Plumbing Pipes Placing Drain Pipes-GF- Placing Pipe Flange in Tank Walls –Basement

3.2.3 Masonry Works 115mm Thick Brick Masonry

230mm Thick Brick Masonry

ACTIVITIES


Cement Plastering Masonry Works Plastering Brick Work

Pointing Brickwork 3.2.4 Metal Works

MS Railing and Balusters MS Structural Sections

MS Tubular Pipes 3.2.5 Wood Works3.3 External Finishes 3.3.1 Exposed Grit Finish 3.3.2 Stone Cladding

3.3.3 Painting Metal Works 3.3.4 Shading Device

3.4 Internal Finishes 3.4.1 Floor Finishes

3.4.2 PCC Base 3.4.3 Granite Flooring

3.4.4 Kota Flooring 3.4.5 Scrap Wood Flooring

3.4.6 Wall Finishes 3.4.7 False Ceiling 3.4.8 Painting Surfaces 3.4.9 Internal Partitions

ACTIVITIES


3.4.10 Door Windows / Jalis 3.4.11 Fixing Door and Windows Frames 3.4.12 Fixing Shutter for Door and Window with Hardwares 3.4.13 Installing Precast Jali

3.5 Plumbing 3.5.1 Water Supply

3.5.1.1 High Side Raw Water Pumps

Treated Water Pumps Water Treatment Plant

3.5.1.2 Low Side Suppy Piping in Shaft

Supply Pipes-Floor Distribution Plumbing Fixtures and Fittings 3.5.2 Sanitation Sump Pump & Panel Waste Pipe and Traps

3.5.3 Storm Water Khurra - Terrace

RW Pipes from Terrace3.6 Fire Fighting

3.6.1 High Side Fire Fighting System- pump

ACTIVITIES


3.6.2 Low Side Sprinkler/Hydrant Piping

FHC and Accessories 3.7 Electrical

3.7.1 High Side Power Supply Panels

3.7.2 Low Side Distribution Boards (Power,Light,UPS)

Cable Tray Installation Conduiting - In Brickwork

Conduiting - In Internal Partitions Point Wiring

Switch Boards Electrical Fixtures Fire Detection Systems

3.8 HVAC (only ventilation)3.9 Lifts Lift Installation3.10 External Development

Demolition of Temporary Facilities External Finishes Landscape Layers

ACTIVITIES

Documents

Construction project Management sem 1