1. Name SACHIN MADHUKAR CHITNIS
Proposed Position: Site Engineer- civil
Profession: Civil Engineer
Date of Birth: 4 August 1971
Total Year of Experience - 25 years Gulf & Africa Experience -13 years
Email address sachinchitnis2004@gmail.com / sanikachitnis_2002@yahoo.com
Contact no (INDIA) 91-8380852204 /9850889325
.
Address At Post –Dhairy –PUNE
,Sinhgad Road ,D.S.K. Vishwa
,Meghmalhar Housing co-
operative Society ,V-202
PUNE -411041( M.S..) India .
Has extensive experience in executing ,supervising and inspecting , pile foundation, under ground
raft foundation , mass concrete & open foundation, pipeline installation , reinforced concrete ,
structural steel, pumping station, water storage tanks, metro rail & elevated viaduct , backfilling
for land development and railway project, drainage , building, roads, bridge ,small dams ,box culverts.
railway bridge, cross drainage works, dewatering work .infra works .land develpoment site grading &
infra,etc .
Diplôma in Civil Engineering,( D.C.E.), B.T.E. Mumbai-Maharashtra, 1991- INDIA
August 2015 to 30 september 2016.
Site Civil Engineer (infra)
Clients- Qatar Government economic zone development company(MANATEQ)
Cost of project – App.900Million Qatari Riyal .
Nature of project- Economic Zone Design and Build Earthworks and Site Grading

2. and development of infra works in the same land 12 sq .km. area
 Attend to inspection request (RFIT) submittedby contractorand make
appropriate action in timely manner.
 Report any Works carried out by contractorfound to be not in
accordance with approveddrawingand specifications,andreport to
immediate Senior concern Resident Engineer/SeniorResident Engineer
for proper action and discharge instruction to contractor.
 Preparing surveillance report for any deficiencies of work found at site
,that are believe to be failed or contractornot complying with verbal
instruction,and subsequentNon Conformance failed (NCR) if reasonable
in view of the development of events.
 Monitoring quality of works ,and assess the safety at site ,including health
and environmentalissues and ensuring the same to be complying with
contracts/QCS specification, safety and health risk assessment, and
environmental mitigating measures respectively on a daily basis.
 Maintained records forthe daily activities on site including progress
photos and readily available for inspection as time need arises .
 Assist in measurement forquantity of work done at site
 Attend and supervise concreting works at job site and report anything that
affect the quality of works .
 Periodically check the curing of casted structures and maintained records
of concrete pouring done at site
 Exercise firm and fair in dealing with contractor,and exercise better
judgment in discharging instruction at all times.
 Communications within team and across otherteams (i.e.Design and

3. construction team )
 Monitorand evaluate the progress of work versus time and suggest
measures to expedite the work if found to be behind the schedule.
 Attend materialdelivered are as approved and properly stored .
 It is a huge 12 sq km land development work for cutting and backfilling
for more than height 2.5 m in layer by layer ,with criteria for approval
density test .
 Inspection forInfra work for sewernetwork .
 Preparing daily report and weekly report monthly report .
 Provide technical input and experiences to resolve any discipline related
issues on site that may arise
 Review submitted shop drawings against contract drawings and
specifications, local codes and statutory requirements and international best
practice.
 Periodically testing of backfilling material with approved laboratory from
Qatari authority(MANATEQ)
 Finalizing sabkha material with the help of approved laboratory and
instructed to contractor for remove of that unsuitable material .
 Maintaing contractors daily report for manpower and equipment and
resources working on site .
 Frequently visit to approved borrow pit area (approved quarry) and water
sources from where contractor using water for construction purpose.
 Collecting water samples and backfilling material for testing with approved
laboratory .
D.B.SHAPRIYA COMPANY LTD, TANZANIYA –AFRICA
April 2013 to June 2015 (2 years 2 months)
Site Civil Engineer
Consultant :: Newtech and EM consultants limited.
Clients : Ministry of infrastructure & communication - Government Zanzibar- Tanzaniya –AFRICA
Cost of project : 10 Billion dollar- Two roads included
Nature of work : Construction of new road project and major bridges and cross drainage works from
Jendele to kaebona &koani to jumbi.(50 KM ) in zanzibar .
• Upgradation of bituminious and aniciliaryworks.Two road included in this projecttotal length of
road 50 km Site supervision for road work & C.D.works, And bridges.
• Clearing & grabbing &site clearance. Top soil removing.Unsuitable soil removing.
• Preparing stable firm bed which will get required field densitytest.
• Filling for material having C.B.R. value G3,G7,G15.G25, and C.R.S material.
• Preparing pavementlayers for asphaltwork.

4. • Excavation for longitudinal side drain and concreting for drain work .fixing kerb stone and interlock
fixing for pedestrian footh path and bus bay construction work.
• Construction of new pipe culverts,box culverts, minor bridges,including drainages work .
• Supervising ,casting culvertand bridge work.
• Raising RFIfor consultants approval,taking Consultants approval for each work.
• Making setting out for culvert & bridge work.
• Preparing B.B.S. schedule for bridge work.
• Arraninging equipmentmanpower & resources and material for next two weeks ,preparing requision
order for construction managers approval.
• Reporting to projectmanager dailybasis.Attending meeting with planning manager & construction
manager for programme and costcontrol works.
• Supervising for fabrication of precastR.c.c. pipe & casting of kilometer stone,culvert marker
post,road reserve boundrystone.
• Preparing weeklyschedule and maintain the progress ofwork fix by managementas per project
planning.
 Coordination with clientand consultantfor solving local and problems and also for compensation for
local people.
 Managing daily borrow pit production and maintaining dumping progress for road material for
embankment works.
CONSOLIDATED CONTRACTOR COMPANY MUSCAT –OMAN (c.c.c.oman L.L.C)-
April 2010 to March 2013.( 3 year)
SITE ENGINER -CIVIL
Consultant :: Parson Transportation Engineering Consultant
Client : Muscat Muncipality—OMAN, Muscat Government –HAYYA
Cost of Project : 100 Million omani Rial (ASCS &BWN PROJECT)
Nature of Work :Collection and conveyance sewerage pipeline project .(MAIN CONTRACTOR)
• Pipe laying G.R.P.,H.D.P.E., U-P .V.C ,--depth 3 to 8 In this projecttotal length of pipe line is 1000km
in differentmaterial and diameter ..
• H.D.P.E.&R.C.C. Manhole construction & house connection,final leak testing,concrete work , in this
we installed 3000 nos ofvarious manholes & 35000 house connection and masonrychambers.
• Co-ordination with client and consultant for job Approval.
• Making R.F. I. and coordination with designer for site problem solving .and reporting to Construction
Manager, and Project Manager.
• Preparing weeklyschedule and arraning manpower equipment,sub- contractors ,materials.
Coordination with other departmens for NOC work.
• Making asphaltroad and reinstate work for interlock and landscaping & R.c.c. kerb stone fixing&
gutter work for rain water .
• Construction ofnew road projectand cross drainage work (culv&brid),cutting and filling and
asphalting work.
• Inspecting water leakage test for main pipe line and manhole also .inspecting inside the pipe by
camera test for checking pipe shape &for foregian body.
• Inspecting subcontractor works for pipe laying , testing and backfilling works for sewerage pipe line .
OBAYASHI CORPORATION JAPAN (Japan – Turkey Dubai Metro Rail Project Joint Venture) -
U.A.E.
January 2007 to March 2010 (3 years 3 month ).
Site Civil Engineer

5. Project : Dubai Metro Rail Project ( Main contractor)
Consultant: Parson and systra (JV)
Client : : Road and Traffic Authority (RTA) Dubai Government .
Cost of Project : $ 28.5 Billion dollar
Nature of Work : Monitoring all site activity from utility diversion to casting of structural work.
Supervision and taking approval from consultant for daily site activity .for 15 km.elevated
VIADUCT structure & station building including entrance pod work. Raising R.F.I for consultant
approval .Finding out the under ground utilities and taking trial pit,& taking site N.O.C from various
government department .This project is situated in main road of DUBAI city so always taken safety
precaution in high priority manner for safe working atmospher ,for moving traffic,pedestrain ,
humanbeing ,children,I done steel tubular structure steel bridges with welding ,fire proof painting and
erection of bridge at dubais very busy road S.Z. road.
 Inspection & supervision for reinforcement & shuttering work as per approved drawing for station
building .also inspection and for sub contractors work for concreting ,reinforecement work.
 Monitoring field operation in conformity to safety and environmental requirement. All works related
elevated rail bridge 15 km ,in city area.
 Supervising R.C.C.pile foundation.Pile cap and column work,pile depth more than 55-60 m. More
than 2000 nos of cast- in- situ piles done by me with concreting in this project.by using polymer or
bentonite drilling fluid in very busy city area by safely .Experience of concrete pouring in one time is
1000 cu.m.
 Diameter of pier 1.75 – 2.2 m, pile cap size 4.75--6 m. square size.
 Diameter of pile varying from 2.8 – 1.4 m. & height of pier 15-18 m viaduct.
 Fixing precast R.C.C pier cap by crane on top of pier ,& doing concreting for inside the pier cap ,and
bearing pedestal.
 Preparing the B.B.S. for work for current and next activity. Supervision for concreting work in pile ,
pier ,pile cap and pier cap work.
 Coordination with contractor and consultant and taking approval for construction activity.
Coordination with design team for change in structural work or for revise drawing .
 Monitoring traffic diversion work as per approval traffic management plan by RTA.& Police
department.
 Making temporary Road diversion and doing asphalt road in city area
 Entrance pod building work: RCC raft foundation, elevated shaft work and building work for station
building.Tubular steel fabrication work for station building & Entrance pod work .this construction is
near sea area .
 Assembly & erection of Steel fabricated structural steel bridge for pedestrian foot bridge from
entrance pod to station building over Sheikh. Zayed Road. with attaching bearing by welding and
fire-proofing paint complete.Span of bridge 20 m to 30 m lenghth.
 Road work including excavation, compaction, field test for sub-base, road base and asphalting
work.(traffic diversion work )
 Landscaping- fixing Interlock tiles and kerb stone,surface drainage works and also fixing waterline
for Dubai metro rail station buildings.providing and cast in situ concrete barrier for protection of
station building and centre meridian columns on S.Z.road protection from heavy high speed traffic .
 Reporting to Construction Manager and Project manager, and managing the project on daily
basis.
 Supervising station building, footbridge work (steel structure) for station entrance Pod Work.
 Inspecting delivered material for compliance with specification ,storage in accordance with the
requirementand approvals.
 Monitoring daily diary of construction activity and unusewal occurrence .
 Attending inspection ,witness and verify that Preparing defects listfor inspected works and issues.
 Coordination with consultantand clientfor daily activity and approval .
JOG UNION ENGINEERING LLC - RAS AL KHAIMAH (UAE)
October 2004 – December 2006(more than 2 year)
SENIOR ENGINEER--CIVIL

6. Consultant : Halcrow International
Project : Sewerage Project and Road project (main contractor)
Client : Ministry of Ras- Al-Khaimah Government of Ras-Al-Khaimah- U.A.E
Cost of Project :$ 20 Billion dollar
Nature of Work :Construction of Pump Station Building ,16 m below ground level and this structure is
very close to sea area , due to that using wellpoint dewatering system and sheet piling also.it is also
water retaining structure .
 Experience in well-point dewatering system and sheet pile installation work.in this project I done
more than 15 lift station that is also below ground more than 15 to 20 m and using wellpoint and
sheet point for construction work .
 Checking reinforcement , form work and controlling the concreting work Pipe laying – pipe laying
work for rising main and gravity mainline. G.R.P. and HDPE and.U -P.V.C pipe line working in costal
area near sea.
 More than 8 m deep pipe laying work below G.L. with dewatering system.
 R.C.C. manhole construction work and house connection work for residential plot.
 Total length of pipe laying in that project 700 km.and manhole installation 2500 nos.30000 plot
house connection.
 Inspection for water leakage test,pipeline laying ,manhole installation and taking Record with
camera for inside the pipe area for sub contractor works
 Making new road and asphalting work and Cross.Drainage.work with landscaping work including
kerb stone & interlock installation for pedestrian foothpath .
GOVERNMENT JOB (CONTRACT BASIS) Zilla Parishad Ratnagiri (Maharashtra ) India
September 2003 – October 2004 .( 1 year 1 month)
Junior Engineer-civil
COST OF PROJECT : INDIAN RUPEES 50 Lakh .
Nature of Work : Building Project for government scheme in India
 Central government special project for construction of class room in India (SSM). RCC work with
sloping slab. 1200 sqm built up Construction of hexagonal school building – Lineout for new
building,site inspection.and meeting with villagers for work progress.
 Attending meetings with Chief Executive officer. and Executive engineer & education Zilla Parishad
Ratnagiri,for sanctioning new school building and reporting
 Preparation of Estimate for school building, planning and execution of building Work
 Large building works for sports complexand spectaculars sitting area construction for small stadium
for municipalitywork in india .construction of main building and roofwork and steps constructon.and
additional romm construction work . .
SELF-EMPLOYEE AS A GOVERNMENT CONTRACTOR (main contractor)
October 1996 – September 2003( 8 YEARS)
Civil Engineer
Nature of Work : Various Governments department’s civil work,for roads ,building,bridge, Tender
Amount upto RS.15 Lakh Indian Rupees.
 Coordination with government officers & Engineers. For civil contractwork..
 Road work including making W.B.M.road& asphalt work &cross drainage work.-P.W.D.
 Construction of road work ,maintaining cutting and filling Qty and preparing W.B M. and asphalting
work.,including C.D. work, Construction of water reservoir (50m*35m) for water supply scheme in
india .and very close to river area .
 Water supplyscheme including G.I.pipe line work &U.C.R.Masonary water Tank & well excavation.–
Z.P

7.  Construction of water tanks and small Dam work—Z.P.
 Construction ofG+5 floor building for M.S.R.T.C.authority.-M.S.RT.C
 Construction ofW.B.M. road,including cutting & filling and asphaltroad with
 box culvert and pipe culvert.
 Widening the road in ghat section and making asphalting work also cross -
 drainage work for road.—P.W.D.
 Widening existing city road. Extending the carriageway and shoulder by .B.M. and bitumen
carpeting work.—P.W.D.
 Construction of RCC bridge over river span length 8-10 m. aproach road for 2 km length with
embankment and CD work Construction of RCC submersible bridge (causeway) on river and (pipe
causeway).
 Construction of water tank in stone masonry for water – supply scheme.
 Construction of private villas in RCC area 180 Sq.mtr.
 Construction of RCC building for government work (G+4) storied.
 Backfilling work for abutment of bridge work ,with required density test .
V.M. JOG ENGINEERING Ltd. – PUNE
March 93 to september 96 ( 3 years 7 months)
SITE ENGINEER-civil
Client : Konkan Railway Corporation (Government of India ).
Cost of project : INDIAN RUPEES-150 MILLION
Nature of Work : Konkan Railway major bridge work & station building work.
 Construction of R.C.C. major bridge for Konkan railway project & station buiding work.
 Pile foundation – end bearing pile in hard rock 1.5 m anchoring Length of pile – 35 – 45m diameter
1.2 to 1.6 m Site supervision, arrangement of labour, material, resourses etc.
 Mass Concreting work for abutment & R.C.C. pile ,pilecap, pier ,casting of pier cap .
 Pier construction – 64m heightof pier, hallow as well as solid circular pier diameter 1.0 – 1.5 m also
square pile cap 4.6x4.6 m.
 Supervision and site execution for store construction work.&sRCC work masonrywork including raft
,pile foundation for G+18 floor
 Inspection and supervision for Reinforcement checking, shuttering work. & coordination with
contractor.
 Inspection and supervision for R.C.C work (reinforcement&shuttering) brick masonary ,plastering,
plumbing & sanitary connection ,&water supply tiling ,& finishing work as per drawing. supervision
for precast work. for building construction for station building .
 Reporting to construction manager & contract manager for work progress.
ORIENTAL CONSTRUCTION COMPANY BOMBAY
December 91 – February 1993 (1 year 3 month)
Junior Site Civil Engineer
Client: Konkan Railway Corporation.—Major Railway major Bridge project . (Government of India )
Cost of project : : INDIAN RUPEES-100 MILLION
Nature of Work : Construction of R.C.C. Major bridge for Konkan Railway Project & Approach work for
bridge,each 22 m span of prestessed box girder .
 Pile Foundation – End bearing pile having length 35 m below ground.
 Pile having 1.5 m. anchorage in hard rock foundation.
 Diameter of pile 1.2m, depth of pile 35 – 40 m .span of bridge 20 m long,7 span bridge in konkan
region in high terrain area and heavy rain region ..
 Open foundation work for abutmentmass concreting work. Casting of precast girder for bridge deck
work, prestessing and post- tentioning work for R.C.C.prestressed girder
 Anti-corrosive treatment work for reinforcement steel. & stone pitching work for filling work .
 Site supervision for construction activity, material and labour sub contractor arrangement. Reportin g
to site – incharge and owner.

8.  Filling work for bridge approach , dumping good quality natural soil and making embankment layer
so it will get required field density test for railway filling work for track .
 Arrangementfor daily site work for manpower ,equipment,material resources and keeping progress
of work as per schedule fixed by management .
 Reporting to construction manager and owner of the company .
Languages: English, Hindi Marathi .
I, the undersigned, certify that to the best of my knowledge and belief, these data correctly describe me, my
qualifications, and my experience.
__sachin chitnis _______________________________________ Date:
_______________________________
[Signature ] Day /Month/Year
Full Name : SACHIN MADHUKAR CHITNIS
Email-sachinchitnis2004@gmail.com
Mobile no-91-8380852204/9850889325
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