1. 2014 SUMMER INTERNSHIP REPORT ON SCB
MEDICAL PROJECT
Manisha Senapati
ACM

2. ABOUT THE COMPANY
ECC :
 The Engineering Construction and Contracts Division of L&T is India’s largest
construction organisation with over 60 years of experience and expertise in the
field. ECC figures among the World’s Top Contractors and ranks 35th among top
global contractors and 60th among international contractors as per the survey
conducted by Engineering News Record magazine, USA (August2008).
 ECC is equipped with the requisite expertise and wide-ranging experience to
undertake Engineering Procurement and Construction (EPC) projects with single
source responsibility. Contracts are executed using state of the art design tools
and project management techniques from concept to commissioning.
MISSION:
 To achieve excellence in the field of Engineering, Procurement and Construction
through world class practice and standards in Quality, Safety and Project
Management.
VISION:
 L&T shall be a professionally-managed Indian Multinational, committed to total
customer satisfaction and enhancing shareholder value.
 L&T-ites shall be an innovative, entrepreneurial and empowered team constantly
creating value and attaining global benchmark.
 L&T shall foster a culture of caring, trust and continuous learning while meeting
expectations of employees, stakeholders and society

3. PROJECT DETAILS
 Name of the Company : M/S. LARSEN & TOUBRO LTD.
 Name of the project : Infrastructure Development of
SCB MEDICAL COLLEGE, Cuttack.
 Place of Work : CUTTACK,ODISHA
 Project In-Charge : Mr SANDEEP KUMAR GARG
 Company Address : M/S. LARSEN & TOUBRO LTD.
BUILDING & FACTORIES IC
11TH FLOOR, TOWER 2,
GODREJ WATER SITEDP5,
SECTOR 5, SALT LAKE
KOLKATA - 700091.

4. PROJECT OVERVIEW
SCB MEDICAL PROJECT
 Owner : Works Department,Govt
Of Odisha
 Resident Architect : EDRC
 Structural Consultant : EDRC
 Main Contractor : L&T Construction, B&F IC
 Type of contract : Lumpsum Contract
 Plot Area : 52279 Sq.m
 Total BU : 52279 Sq.m
 Contract Value : 147.4 crores
 Commencement Of Project : Jan 3,2014
 Duration : 24 months

6. I worked under the following departments each for duration of 15
days starting with safety induction for 3 days.
 SAFETY : 3 day induction by Mr.MOHAMMAD
ASHIQUE
 QUALITY : 15 days by Mr. SATYAJIT DAS
 DRAWING : 10 days by Mr. VINSHNUMURTY
ACHARYA
 EXECUTION : 15 days by Mr. RINTU BAKSI
 PLANNING : 15 days by Mr. SHIBASHISH KAR

7. DRAWING
WHY TO SWITCH FROM CAD TO BIM?
 BIM Reduces Rework
 BIM Improves Productivity
 BIM Reduces Conflicts and Changes During Construction
 Clash Detection and Avoiding Rework
 BIM Marketing
 Project Outcome
 Reduced Errors
 BIM New Services
 Reducing Rework

8. CAD BIM

9. EXECUTION
PILING:
Pile Boring
 The piles shall be installed as accurately as possible to the vertical. The
permissible positional deviation for piles shall not exceed 75 mm or D/6
whichever is less (75 mm or D/10 whichever is more in case of piles having
diameter more than 600 mm) from their designed positions at the working
level. In the case of single pile under a column the positional deviation should
not be more than 50 mm or D/6 whichever is less (10 mm in case of piles
having diameter more than 600 mm) and the deviation from specified
alignment shall not exceed 1.5% of pile length.
 A protective temporary steel guide casing of suitable length, shall be provided
to prevent displacement of earth and for retention of surface water
 Boring operation generally started with bailer and then chisel by adopting
direct mud circulation method, by using Bentonite solution. The size of the
cutting tool should not be less than the diameter of the pile by more than
75mm
 Flushing of borehole shall be done before lowering of reinforcement cage and
then sounding to be taken. The specific gravity of the mud suspension near
about the bottom of the hole should not be more than 1.12, determined by
suitable slurry sampler. The slurry should be maintained at 1.5m above
ground water level.

11. Reinforcement
o The area of longitudinal reinforcement within the pile shaft should be
as per approved drawing. Lapping for vertical bars to be staggered in
manner as specified in drawing and minimum cover to be maintained
by 50 mm in pile shaft.
Concreting
 Concrete shall be M30 grade unless otherwise called for.
 Diameter of Tremie shall be preferably 150mm for 20mm down
aggregates. Volume of hopper shall be greater than total volume of
Tremies to be used. Tremie pipes should be neat, clean & water
tight.
 The bottom of the tremie pipe should be kept above the bottom of
the bore by at least 300mm for first pour and should always inside
the concrete after first pour of concrete. First charge of concrete
shall be done using a stopper at the bottom of the funnel.
 In case of withdrawal of tremie out of concrete, either accidentally or
to remove a choke in the tremie,the tremie may be re-introduced by
about 60 to 1OOcmwith plug and introducing a little richer concrete
of about 200mm for easy displacement of the partly set concrete.

13.  Area:- 322.4Sqm
 Cost:- 20 lakhs
The temporary structure is divided into two main parts:
 Main Office : 114.4sqm
 Temporary Office : 208 sqm
Main Office consists of:
 PM Office
 Planning Department
 Execution Department
 Accounts Department
 QA/QC Office
 Safety
 P&M Office
 Conference Room
 Pantry
 Toilet
Temporary Office Consists Of:
 Cement Godown
 Store
 Dining Hall
TEMPORARY STRUCTURE

15. PLANNING
In my tenure i went through 3 sections:
 Planning &Contract Documents
 Scheduling
 Billing
CONTRACT CONDITIONS:
 Mobilization advance : 10% of CV
 Liquidated damages : 0.5% of CV
 Contract type : Lumpsum contract
 Retention : 8.09% of revised CV
 Performance bank guarantee : 10% of CV
 Defect liability period : 1 year
CONTRACT VALUE- 147.4 crores

16. FUNCTION OF PLANNING DEPARTMENT:
• Scheduling
• Resource allocation
• Progress report generation
• Monitoring of the schedule
OVERVIEW PLANNING SCHEDULE:
F:lnt internshipNew Schedule SCB.mpp
PLANNING
MIS BILLING
SUB-CONTRACTOR CLIENT
QUANTITY
SURVEY
MEASUREMENTS

17. OBSERVATION:
 Unsafe working conditions at site.
 Delay in project due to non-finalisation of vendor
 Wrong selection of contractors.
 Decrease in labour productivity due to bad weather conditions,
political issues, elections and festive season.
 Improper study of drawings leading to cost of rework.
 Lack of coordination between different parties
RECOMMENDATION:
 Proper planning should be done to avoid delay during monsoon
or bad weather.
 There should be proper labor management.
 Quality department should stick to the standards and
specifications to avoid any NCR’s.
 If there is any open NCR , it should be closed as soon as
possible.
 Detailed and clear study of drawings should be done before it is
being executed to avoid rework.
 There should be proper communication between the parties.