aes delhi civil 2009

8/9/2019 Aes Delhi Civil 2009

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American Embassy

School ,

Chanakyapuri, New Delhi

Presentation on:


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Chanakyapuri, New Delhi

11

SHIVALIKA ANAND

DEEPENDRA VIKRAM SINGHSHUBHAM ASTHANA

CIVIL

GROUP

AMITESH GOTHANIADEEPAK MITTAL

SERVICES

GROUP

PRATHIBHA PATHAK


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Safe man hoursSafe man hours


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MEASURES TAKENMEASURES TAKEN TOTO

MAINTAIN 100% SAFETY ONMAINTAIN 100% SAFETY ON

SITESITE


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DAILY TOOL BOX MEETINGDAILY TOOL BOX MEETING


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FIRE DRILL PROGRAMMEFIRE DRILL PROGRAMME


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SAFETY BANNERS


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SITE BARRICADING


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Monthly Labour DeploymentMonthly Labour Deployment (in(in MMandays)andays)


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The GoalThe Goal


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Where we are on the face of the earthWhere we are on the face of the earth


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LOCATION


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LOCATION

Greece Embassy

Qatar Embassy

AES 2

American Embassy

Saudi

Embassy

Spine & Ortho hospital

Sultanate oman

Building 1

Palastine Embassy

Building 2 Building 3

Ch

an

dr

ag

up

t

M

arg


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Shape of the

Structure

SALIENT FEATURESSALIENT FEATURESlCivil works including finishes

(10.55 crore)

lServices Co-ordination (87.8 lakhs)

l

lBasement + LGF + G + 2(Structure)

l

lBuilt up Area 40,000.00 Sqft

lContract Duration 12 Months

l

l

l

l

Octagonal Building with acourtyard in the centre

l

l

l

l


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Key Playersv Owners American Embassy School

v

v Architects John Derik Arcop Associates Pvt. Ltd.

v

v Structural Consultants DESMAN

v

v Services consultants Sanelac Consultants Pvt. Ltd.

v

v Contractors Shapoorji Pallonji & co. Ltd.

v


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CONDITIONSv Type of contract Item rate contract

vMobilization Advance 15% of CV in single installmentv

v Performance Security 5% of CV valid for not less than 12months from the date of acceptance

of work by AESv

v Liquidated damages 0.5% of CV per week to a maximumof 5% of CV

v

vDefect Liability Period 12 months

v Escalation Clause Not applicable

vWater and Electricity By the client

v


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MAJOR WORKSv Earthwork - 2655 cu.m

v Filling - 1500 cu.m

v Shuttering - 10000 sq.m

vReinforcement - 305 MT

vConcreting - 2300 cu.m

vMasonry - 400 cu.m

v Plaster - 9500 sq.m

v Terrazo Tiles - 3300 sq.m

vKota stone - 1500 sq.m

vCeramic Tiles - 1150 sq.m


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MAJOR WORKSv

vDQ Stone Cladding - 430 sqm

vGrit Wash - 600 sqm

v Painting - 8800 sqm

v Structural Steel - 7 MT

v False Ceiling

Gypsum Board - 1736 sqm

Grid Ceiling - 1076 sqm

vAluminium Work - 60 Lacs

vRoad Work - 6 Lacs


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SPCL entersAmerican Embassy

School premises on 24th July 2007


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Site as handed over toSPCL


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SITE TERRAIN


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MOBILIZATION OF THE

SITE


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MATERIALSMATERIALSA)Restricted timings for heavy vehicular movement

B)

C)Approvals/Permissions from authoritiesmandatory for vehicular movement.

D)E)Time restrictions for working during school hours

F)

G)Minimum movement of macinery due to lack ofspace

v


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Storage onStorage on

SiteSite

Cement Store Main Store

Aggregate Bins Shuttering store


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305 MT of Steel Unloaded, Shifted and Stacked manually

within 5 days


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LABOURLABOURv

No labour camp on site due to spaceconstraint.

Local labour deployed

Rooms hired for transit labour

Arrangement of accommodation put into thescope of PRWs/Sub-contractors.

v


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FACILITIES FOR LABOUR ON SITEFACILITIES FOR LABOUR ON SITE

Toilets

l

Water tank

Canteen

Cold water fordrinking

E)


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MACHINERYE)F) Air compressor - 1 No

G) Builder hoist - 1 No

H) Bar cutting m/c - 1 No

I) Bar Bending m/c - 1 No

J) RM 800 concrete mixer - 1 No

K) Mono block pump - 6 Nos

L) Mini pump - 1 No

M)Electric vibrator - 4 NosN) M S Cutter m/c - 2 Nos

O) Hand Grinder - 2 Nos

P) Hammer drill m/c - 1 No

Q) Chipping m/c - 1 No

R) Circular Saw m/c - 1 No

S) Petrol Vibrator - 2 Nos

T) Hand drill m/c - 2 Nos

U)

V


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THE TEAM

CIVIL TEAM SERVICES TEAM


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Structure Er.

BEST EMPLOYEE

2008

Coordinator

MK Dubey

Stanley Unni

Project incharge

Finishing Er.

Site ErBillingEr.

PlanningEr.

ElectricianMechanic

QualityEr.

First Aider

Safety

Supervisor Supervisor

P & M

StoreJohn

Thomas

Coordinator

ImrozKhan

TejvirDeshwal

Incharge

MechanicalEr.

ElectricalEr.


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EXCAVATIONQUANTITY EXEUTED

Rocky terrian area.


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DIFFERENT MACHINESDIFFERENT MACHINES

DEPLOYED FORDEPLOYED FOREXCAVATIONEXCAVATION

BUCKET EXCAVATOR


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JACK HAMMER

FISSURES BEING CREATED MAN

BUCKET EXCAVATOR

ROCK BREAKER


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TRACTOR MOUNTED ROCK BREAKER


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ShutteringShutteringv

v

v Total Qty. executed

v

v Total Material Procured

v

v

v

12293 sqm

v

2590 sqm.

v

v

v

v


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Shuttering done on 3 levelsShuttering done on 3 levels

simultaneouslysimultaneously


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Chamfer strips used along with


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25

mm

Shutteri

ng

boa

rdShu

tteri

ngboa

rd

C

ha

m

fe

r

C a e st ps used a o g w tshutter boards


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Columns with chamfered edgesColumns with chamfered edges


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Initial material procured 1444 sqm

Material consumed 580 sqm.

Material could not beshifted


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v

v

v Film faced ply is brittle in nature. The layers tend

to separate away from each other if nailed. Hence

screwing can be adopted in place of nailing.v

v Prevention of water intrusion by applying fevicol or otherwater repelling agent on the edges.

v

Suggestions to increaseSuggestions to increase

repetitionsrepetitions


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Cumulative Concreting in cumCumulative Concreting in cum


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FINISHINGFINISHING


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TERRAZO FLOORINGTERRAZO FLOORING

(NITCO)(NITCO)


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SpecificationsSpecifications

Size - 300*300*25mm Unpolished,Precast Terrazo tiles

Laid over 20mm average thick bedof cement mortar 1:4

Grouting of joints


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GRINDING OFGRINDING OF

TILESTILES

CLEANING OFCLEANING OFTILESTILES

QUALITY CONTROLQUALITY CONTROL


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QUALITY CONTROLQUALITY CONTROLBEFORE

FIXINGSHAPE AND SIZE OF

TILE WITH SHARP

EDGES


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FINISHED FLOORING


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KOTA STONEKOTA STONE

FLOORINGFLOORING


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UNPOLISHEDUNPOLISHED

KOTAKOTA


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AFTERAFTER

POLISHINGPOLISHING


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FALSEFALSE

CEILINGCEILING


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WCWC

PARTITIONSPARTITIONS

WC PARTITION


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WC PARTITION

v12 mm thick prepolished corian stonefixed to floor, wallwith all necessaryfixing arrangement

v

vFabrication with 50*50mm stainless steel

frame


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EXTERNAL FAADEEXTERNAL FAADE


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GRIT WASHGRIT WASH


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GRIT WASHGRIT WASH


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JALIJALI


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JALIJALI

Tile 150*150

Fixed at location of shafts

6mm wire for reinforcement

S ti h i t t fi


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Section showing terrace water proofing


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P.C.C of 1:4:8 is laidto provide the slopeof average thicknessof75mm.

Layer of cold appliedbitumen primer@ 0.2-0.3 lt/sqm over the

entire surface

TERRACETERRACE

WATERWATER

PROOFINGPROOFING

Two layers of 3mm thick APP polymeric mats


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MOPLY mineral 4kg/sq.m. membrane (For vertical faces)


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g q ( )

3*50mm Thick Extruded polystyrene Insulation boards3*50mm Thick Extruded polystyrene Insulation boards


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3 50mm Thick Extruded polystyrene Insulation boards3 50mm Thick Extruded polystyrene Insulation boards

with Ship lap jointswith Ship lap joints

Drentex


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Drentex

PEA GRAVELS


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E EL


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LANDSCAPINGLANDSCAPING


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COURTYARDCOURTYARD

IN INITIALIN INITIALSTAGESTAGE


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COURTYARD AS HANDED OVERCOURTYARD AS HANDED OVER

Quality AspectsQuality Aspects


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Quality AspectsQuality Aspectsv Inspite of space constraints we had set up a site

laboratory as in other SPCL Projects for testing ofconcrete, concrete ingredients, soil and otherconstruction material.

v The laboratory is being headed by Quality Engineer.

vA quality representative was always there at night forinspection of incoming material .

vWe also use to discuss our problems with the seniorsvisiting from RO and taking knowledge to develop

our team strength.


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Financial Part


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EXTRA ITEMS


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EXTRA ITEMS

NUMBER OF ITEMS IDENTIFIED ASEXTRA ITEMS

52

TOTAL AMOUNT CLAIMED FROM THE EXTRA ITEMS Rs 11,867,427


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Progress S-Progress S-


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Progress SProgress S

CurveCurveIn

lacs


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SITE AS HANDED OVER

TO AMERICANEMBASSY SCHOOL


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aes delhi civil 2009

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