L&T B&F IC SUMMER INTERNSHIP REPORT BIHAR MUSEUM PROJECT

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SUMMER INTERNSHIP REPORT
A Project Report for the Internship
“BIHAR MUSEUM PROJECT”
(8 JUNE -7 JULY 2015)
By
NAME-DEEPAK KUMAR
REG.NO.-13BCL0253
VIT UNIVERSITY
VELLORE-632 014, TAMILNADU
Submitted to
Internal Guide: Muthukumar M
Associate Professor, SCALE, VIT University

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Acknowledgement
I am very thankful to LARSEN & TOUBRO CONSTRUCTIONS BUILDINGS & FACTORIES
INDIPENDENT COMPANY for having given me the opportunity to undertake my summer
training at their prestigious “BIHAR MUSEUM PROJECT”. It was a very good learning
experience for me to have worked at this site as this project involved many unique construction
practices and challenges. I would like to convey heartiest thanks to Mr. Ashok Kumar, L&T
construction project manager at “BIHAR MUSEUM PROJECT” who heartily welcomed me for
the internship. I would also like to give my hearties thanks to Mr. Suresh Kumar Sethi for his
guidance.
I sincerely thank Mr. M R Das, Mr. S K Das, Mr. Vikram Kumar, Mr. Amit pal, Mr. Eliyaz
Khan for the guidance and encouragement provided during the training period.
I also thank Mr. Kamlesh sir for the guidance in completing the project.

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Index
Chapter Page no.
1. About company 5-7
2. About project 8-11
3. EHS 12-22
4. Structural work 23-27
5. Finishing 28-50
6. QA/QC 51-56
7. Summary 57

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Chapter 1
1.1 About company….
Larsen & Toubro Limited is the biggest legacy of two Danish Engineers, who built a world-class
organization that is professionally managed and a leader in India's Engineering and construction
industry. It was the business of cement that brought the young Henning Holck-Larsen and S.K.
Toubro into India. They arrived on Indian shores as representatives of the Danish engineering
firm F L Smidth & Co in connection with the merger of cement companies that later grouped
into the Associated Cement Companies.
Together, Holck-Larsen and Toubro founded the partnership firm of L&T in 1938, which was
converted into a limited company on February 7, 1946. Today, this has metamorphosed into one
of India's biggest success stories. The company has grown from humble origins to a large
conglomerate spanning engineering and construction.
Larsen & Toubro Construction is India’s largest construction organization. Many of the country's
prized landmarks - its exquisite buildings, tallest structures, largest industrial projects, longest
flyover, and highest viaducts - have been built by it. Leading-edge capabilities cover every
discipline of construction: civil, mechanical, electrical and instrumentation.
L&T Construction has the resources to execute projects of large magnitude and technological
complexity in any part of the world. The business of L&T Construction is organized in six
business sectors which will primarily be responsible for Technology Development, Business
Development, International Tendering and work as Investment Centers. Headquarters in
Chennai, India. In India, 7 Regional Offices and over 250 project sites. In overseas it has offices
in Gulf and other overseas locations.
L&T Construction’s cutting edge capabilities cover every discipline of construction – civil,
mechanical, and electrical and instrumentation engineering and services extend to large industrial
and infrastructure projects from concept to commissioning.

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L&T Construction has played a prominent role in India’s industrial and infrastructure
development by executing several projects across length and breadth of the country and abroad.
For ease of operations and better project management, in-depth technology and business
development as well as to focus attention on domestic and international project execution, entire
operation of L&T Construction is structured into four Independent Companies.
1.2 OPERATING DIVISIONS
The following are the operating divisions of Larsen & Toubro:
 Building and Factories
 Transportation Infrastructure
 Heavy Civil Infrastructure
 Power Transmission and Distribution
 Renewable Energy
 Water & Effluent Treatment
 Smart World & Communication
 L&T Geostructure
 Metallurgical & Material Handling
1.2.1 BUILDING & FACTORIES
The Buildings & Factories Independent Company is equipped with the domain knowledge,
requisite expertise and wide-ranging experience to undertake Engineering, Procurement and
Construction (EPC) of all types of building and factory structures.
 Commercial Buildings & Airports
 Residential Buildings & Factories

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1.2.2 RESIDENTIAL BUILDINGS & FACTORIES
L&T undertakes turnkey construction of a wide range of residential buildings and factory
structures. Projects are executed using the cutting edge technology, sophisticated construction
equipment and project management tools for quality, safety and speed.
 Residential Building
 Factories
1.2.3 FACTORIES
L&T offers design and turnkey construction of heavy and light factories, cement & plants
including Defense Projects using the latest construction technology, with a focus on Quality,
Safety and Speed. The spectrum covers
 Heavy & Light Factories (HLF) –Automobile & Ancillary Factories, Glass Plants, Food
processing Factories, Pharmaceutical plants, Warehouses & Logistics Parks, Workshop
Complexes, Solar thin film manufacturing units, etc.
 Cement & Plants (C&P) – Cement Plants, Sugar Plants, Distillery Plants, and Food Grain
storage structures, Pulp & Paper Mills, Textile Mills etc.
 Defense – Construction of Manufacturing Facilities and Warehouse Facilities For Defense.
1.3 SERVICE SPECTRUM
L&T Construction’s range of services includes:
 Pre-engineering, feasibility studies and detailed project reports.
 Complete civil and structural construction services for all types of buildings, industrial and
infrastructure projects.
 Complete mechanical system engineering including fabrication and erection of structural
steel works; manufacture, supply, erection, testing and commissioning of plant and
equipment; heavy lift erection; high-pressure piping; fire-fighting; HVAC and LP/ utility
piping networks.
 Electrical system design, project electrification, automation and control system including
instrumentation for all type of industrial and telecom projects.
 Design, manufacture, supply and installation of EHV switchyards, Transmission lines.

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Chapter 2: About project
2.1 The Bihar Museum Project.
 Name of project: Bihar Museum Project
 Clint: Bihar government
 Location of project: southern flank of Jawaharlal Nehru marg, bailey road,
Patna
 Date of commencement: 3rd
June 2013
 Project value and current: 498 cr.
 Current workman strength: 1300.

Area of project: 25000 m2
 Architectural design: Maki &Associates (Japan), Opolis architect (Mumbai)
 Construction Company: L&T constructions B&F IC.
 Consultants: Lord cultural resources (Canada based consultancy)
2.2 General site layout plan.
Figure -1

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Figure -2
The construction area is divided into two zones; zone 1 and zone 2.
Zones 1 have three blocks
1-Block A
2-Block B
3-Block J
Zones 2 have seven blocks
1-Block C
2-Block D
3-Block E
4- Block F
5-Block G
6-Block H
7-Block K

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2.3 Master plan
Figure -3
The museum will bring the region’s thousand years history into focus, inspiring local residents
and visitors from across the globe to explore Bihar’s rich heritage, historic sites and cultural
attractions.
The proposal for Bihar museum includes four core exhibition galleries, educational, lobby,
administrative and permanent gallery.

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2.4 Description of blocks
Block Description Structural system Max. Height
Block A G+1 Conventional Slab system +12.6m
Block B G+1 Conventional Slab system +11.4m
Block C G+5 Conventional & Flat Slab system +26.45m
Block D G+1 Conventional & Flat Slab system +7.2m
Block E G+1 Conventional & Flat Slab system +7.2m
Block F G+2 Conventional Slab + Precast
System
+18.6m
Block G G+2 Conventional Slab + Precast
System
+18.6m
Block H G+2 Conventional Slab + Precast
System
+18.6m
Block J G+1 Conventional Slab system +7.2m
Block K G+1 Elevated connecting Bridge +13.05m

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Chapter 3 :Environmental, health and safety department
Cluster EHS manager- Sujit Saha
EHS in charge – M R Das
EHS engineer – Rajeev Kumar
EHS inspector –
1. Manik senapati
2. Sachidanand
3. Sanjay srivastav
4. Dinesh kr. Sukhla

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3.1 QUALITY POLICY
At L&T, Environment, Health & Safety (EHS) is given the highest priority. The EHS policy
enunciated by the Corporate Management lays emphasis on Environment, Health and Safety
through a structured approach and well defined practices. Systems and procedures have been
established for implementing the requisites at all stages of construction and they are accredited to
the International standards of ISO 9001:2008, ISO 14001:2004 and OHSAS 18001:2007

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3.2 WORK CULTURE
Work Culture emphasizes:
• Freedom to experiment
• Continuous learning and training
• Transparency
• Quality in all aspects of work
• Rewards based on performance and potential
3.3 TRAINING
Human Resources Department believes that Quality is the hallmark of any successful Venture.
Quality Training and Development of Human Resources is realized through: Identifying training
needs within the Organization and designing and implementing those need based training
programs to bring about continuous up-gradation of knowledge, skills and employee attitudes.
3.4 VISION & MISSION
VISION
L&T shall be professionally managed Indian multinational committed to total customer
satisfaction and enhancing shareholder value. L&T shall be an innovative entrepreneurial and
empowered team constantly creating value and attaining global benchmarks. L&T shall foster a
culture of caring trust and continuous learning while meeting expectations of employees,
stakeholders and society.
MISSION
To achieve excellence in the field of Engineering, Procurement and Construction through world
class practice and standards in quality, Safety and Project Management.

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3.5 Certificate
The quality management system has been certified to ISO 9001-2008 slandered by LRQU.
EHS management also certified to ISO 14001 and OHSAS 18001.
3.6 General approach to EHS management.
The general approach to EHS management as per international standards ISO 14001 and OHSAS
18001 is based on the methodology called "Plan-Do-Check-Act".
PDCA in the EHS context can briefly be described as follow:-
-Plan, document the organization’s overall EHS aims and objectives in a policy statement,
identify and register environmental aspects and impacts and occupational health and safety risks
as well as regulatory requirements.
-Do, define EHS objectives and targets, and implement suitable strategic initiatives to deliver
results in accordance with the organization’s EHS policy and legal requirements.
-Check, monitor and measure the results against policy, objectives, targets and legal and other
requirements.
-Act, take action to continually improve the performance of the EHS management system
Figure -4

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3.7 Activities at site...
1. Shuttering, Rebar tying and Concreting of Column, wall and Slab at UG Sump
2. Stone Cladding & Structural glazing
3. Masonry work at site
4. Material shifting
5. Structural Fabrication & Erection.
6. Rebar cutting, bending and handling at Steel yard
7. Making at carpentry workshop
8. Waterproofing
9. Flooring
3.8 Potential hazards at site
Height works
Hot works
Electricity
Movement of Earth Moving Equipment’s / Vehicle (Traffic)

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3.9 Basic safety rules:-
 Should adhere to wear required PPEs.
-safety helmet
-safety jacket
-safety footwear
 No loose cloths. Follow dress code.
 No Smoking at Site premises.
 Do not lean on edge protection handrails.
 Keep away from the electrical network
 Understand the safety signs and respect the barricades
 Do not enter into the area where barricading is done.
 Beware of moving vehicles inside the site.
 Never stand in the area where overhead work is happening.
 Do not throw any materials from height.
 Don’t leave any loose materials at height.
 Do not work or enter into the area where there is no light source.
 Do not sit / sleep on the wall / floor edges.
 While climbing on any ladder / scaffolding / shuttering, take the help of any responsible
person of that area.
 Do not misuse or damage any equipment / arrangement made in the interest of health,
safety and environment.
 Do not run at site unless there is an emergency.
 Do not touch any electrical equipment.
 Electrical apparatus should not be altered.
 Never come under the suspended load. (Watch for tower crane movement)

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3.10 EHS practices followed at site.
1. Environment:-
Figure -5 Tree protections at site campus
2. Health:-
Figure -6 Medical checkup by visiting doctor.

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3. Safety
Figure -7 Use of safety net
Figure-8 floor opening as per SOP standard

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Figure -9 fire extinguishers at workmen colony
Figure -10 external platform arrangment.

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Figure -11 Block c periphery covered with safety net for trapping material
Figure -12 sites fabricated portable barricade assembly

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Chapter 4 :Structural work
4.1 Boundary wall:-
Structural detail
Height of PCC =100mm
Height of RCC =300mm
Wall thickness =250mm
Total height = 2400mm
Reinforcement dia. = 10mm
Footing width =1250mm
Grade of PCC =M15
Grade of RCC =M30
Workability = 120±25
Exposer type = moderate
Method of concrete placing = pumping
Characteristic compressive strength @ 28 days= 30N/mm2
Ingredient
1. Cement ppc = 430Kg/m3
2. Corse aggregate 20mm = 723 kg/m3
3. Coarse aggregate 10mm = 480kg/m3
4. Fine aggregate – R. sand = 733 kg/m3
5. Water =186lit/m3
6. Admixture = chrysofluid RMC 722-4.30kg/m3
Ratio =1:1.68:1.11:1.7:0.43:0.01

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Figure-13 excavation
Figure -14 Boundary wall

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Structural drawing of boundary wall
Figure -15

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4.2 Water feature
Height of PCC =100mm
Height of RCC =100mm and 150 mm
Vertical reinforcement bar of parapet wall = 8mm (dia.)
Horizontal reinforcement bar of parapet wall =10mm
Reinforcement bar of drop wall
Main bar dia. =10 mm
Binder =10 mm
Slab reinforcement bar dia. =10 mm
Structural drawing-
Figure -16

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Pool section detail-
Figure -17
Figure -18 Water feature in front of Block A

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chapter 5: Finishing
1. Water proofing
- Toilet water proofing
- Roof water proofing
2. Cladding
- Sandstone cladding
- Granite cladding
- Cotton steel cladding
- Terracotta cladding
3. Flooring
- Granite flooring
-Kota stone flooring
- Terrazzo flooring

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5.1 Water proofing
5.1.1 Roof water proofing
Material required:
1. Hydrocem 7. Geo textile membrane
2. CEBEX 100 8. Tikidan APP membrane
3. Cement 9. Bitumen primer
4. Sand 10. PVC pipe
5. Perlite 11. Stone
6. XPS board 12. polymer
Plant and equipments:-
Bosch drill machine, hammer, grouting pump machine, chisel, gas torch flame, batching
containers.
Step performed in water proofing:
1. Preparation of surface
-Clean the surface properly; no dust material should be present on the surface.
- All damage surface and cracks should be repaired
- Level the surface.
- Pond the base slab with water to check linkages for 48 hours.
-find out the leakage point.
- open the area of leaking point , joints, cracks in form of grooves of approximately 25 mm width
2.Injection grouting with CEBEX100
- drill the holes in crack.
- fix the PVC nozzle in the drilling hole vertically in joints and inclined in the crack surface.
- using the grouting pump, inject grouting material ex- cement slurry, CEBEX100 into PVC
nozzle.

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CEBEX100 grouting admixture of 225 gm per bag of Cement.
- cut the nozzle after grouting.
- make the surface of roof wet prior to application of polymer modified cement coating.
3. Hydrocem coating
Preparation of hydrocem solution.
- It is a mixing of two compounds in ratio of 1:1.
1) Liquid hydrocem.
2) Powder hydrocem.
-After adding stir the mixture
-No water or other material should add into the mixture.
- Two coating of hydrocem should be applied with the drying interval of 4 hours.
-Ponding should be done for 3 days to test water tightening.
4. Perlite concrete layer
MIX DESIGN
Cement =280kg/m3
, perlite =150 kg/m3
, water =297 kg/m3
, microair720 = 7 lit/m3
Ratio of mix per bag of perlite
Cement: perlite: water: microair720=31.73:17:33.66:0.793
- mix the ingredient in the given mix design ratio
- Clean the surface, the surface should not have water.
- laying of perlite concrete approximate density 1200 kg per m3
.
-Maintain a slope and the thickness should vary from 75-150 mm.
5. Laying of screed
Mix design
Cement: sand = 1: 4.

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Width of screed = 25 mm over the perlite concrete.
Finishing of screed should be smooth.
Curing should be done for three days.
6. Tikidan APP membrane
-apply bitumen primer coating throughout the roof; 0.2lit to 0.3 lit per sq. is consumed.
-laying tikidan APP membrane over the primer coating
-thickness of APP membrane is 4 mm.
- lay APP membrane on the same day when the primer is done
- Fuse the thermo fusible on the bottom side of membrane with gas torch flame should be moved
in shape of L.
- apply about 75% of heat to the raft and 25% to the membrane.
- When the film melt immediately role the membrane forward and press firmly.
7. XPS board
Thickness of board = 75 mm
-Laying of XPS board on tikidan APP membrane.
8. Vapour barrier sheet
- Installation of 400 microns thick vapour barrier PVC sheets over XPS board
9. Layer of geotextile membrane
Place geotextile membrane over vapour sheet.
10. Concrete screed
-Place 50 mm thickness of concrete screed over the geo textile cloth.
-Curing of concrete screed for seven days
11.use of micro concrete.
Cut out /periphery joints of pipe to be filed with micro concrete.

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Layer wise drawing for roof water proofing
Figure -19
.

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Figure -20 Drilling at leakage points
Figure -21 Grouting process at cracks

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Figure -22 Grouting at joints
Figure -23 Hydrocem coating

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Figure -24 Perlite concerte
Figure -25 Screed layer and Tikidan

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Figure -26 Tikidan layer and bitumen layer
Figure -27 XPS boards

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5.1.2 Water proofing treatments to toilet and other wet area…
Procedure.
- Preparation of surface with the help of brush and thoroughly clean.
- All damage should be repaired
- Highly undulated surface should be drilled to make concrete smooth for application.
- Ponding should be done for 48 hours.
-mark the leaking point with the help of chalk
- drill the leaking point with the Bosch drilling machine and joints.
- Fix the nozzle in drilled area.
- Using grouting pump inject grouting material ex- cement slurry, CEBEX100 into PVC nozzle.
- cut the nozzle after grouting.
- making the surface wet prior to application of polymer.
-apply two coating of hydrocem with the interval of four hours on the surface.
- apply two coating of hydrocem with the interval of four hours on the wall up to one meter
height
- Basecoat plaster of average 12 to 15 mm thick in cement mortar ratio 1:3 on masonry wall as a
base coat.
- Junction of wall and floor sealed by applying of strip polyester or polypropylene mesh of 100
mm wide embedded between 2 coats of hydrocem coating.
-protective screed 20-25 mm in C: M=1:3 on the floor area
-provide the treatment in chases in the wall.
-fill the Cut out /periphery joints of pipe to be filed with micro concrete.
-periphery joint of pipe should be sealed with P.J sealant or silicon sealant.

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Diagram for toilet water proofing.
Figure -28

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5.2 Cladding
5.2.1 Sandstone dry cladding
Materials used:-
1. Sand stone
-Honed sand stone
-sort sand stone
2. Clips
3. Anchor
4. Fasteners
5. Approved laticrete sealer for protective layer.
Dimension of stone used at site:
Honed sandstone-895mm*295mm
Sort sandstone-595mm*295mm
Equipments:-
Grinder, drill machine, steel hammer, Rubber hammers, Scaffolding, Level machine, plumb bob,
etc.
Procedure:-
- The unloading of sandstone at the site should be done carefully to avoid any damage to the
sandstone
- Material should be directly delivered to the storage.
- QA/QC Engineer would check the Quality of material. The damage material should be kept
separately and good material should be kept at other storage.
- Stone dimension shall be verified before fabrication of work.
- Using brush and acid type cleaning agent to clean the sand stone

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- Apply the sealer in the cold environment ex. evening or morning, on all six faces.
- 24 hours of curing of sealer should be done.
- QA/QC engineer will check the quality of sealer on all six faces and approved stone is used in
cladding and rejected stone will be applied sealer again.
-after doing marking of proper level, first the S.S clamp are fixed with SS anchor fastener on the
wall with the drill and hammer.
- Then drilling is done on the stone to put the clamp inside.
- Stone are fixed as per as the drawing.
- Generally two clamps are used.
- The minimum gap between wall and cladding should be 100mm.
- 5mm clear groove is maintained in between two stones in both horizontal and vertical direction
as per as the drawing.
- After completion of one elevation, it should be properly checked for vertically with plumb bob.
- Final cleaning should be done with clear water.
Figure -29 Cleaning and applying sealer

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Figure -30 Cladding of sand stone on external area.
Figure -31 Block G lounge Staircase Cladding

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5.2.2 Black Granite cladding
Size of granite blocks used at site: -1195 mm*895mm*30 mm
Material used:-
1. Black granite
2. Anchor
3. Fasteners
4. Approved laticrete sealer for protective layer.
5. Clamps
Equipments:-
etc.
Procedure:-
- The unloading of granite at the site should be done carefully to avoid any damage to the
granite.
- Granite dimension should be verified before installation of work.
- Apply the sealer in the cold environment ex. evening or morning, on all six faces and 24 hours
of curing of sealer should be done.
-after doing marking of proper level, first the S.S clamp are fixed with SS anchor fastener on the
wall with the drill and hammer.
- Then drilling is done on the granite to put the clamp inside.
- Granite are fixed as per as the shop drawing.
- Generally three clamps are used.
- The minimum gap between wall and cladding should be 100mm.
- 5mm clear groove is maintained in between two granite in both horizontal and vertical
direction as per as the drawing.
- After completion of one elevation, it should be properly checked for vertically with plumb bob.

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- Final cleaning should be done with clear water.
Granite cladding.
Figure -32 Granite cladding

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5.2.3 Terracotta cladding:-
Materials:-
1. Terracotta
2. Anchor Fastener
3. SS clamps.
4. Cement
5. sand
Equipments:-
etc.
Dimension of Terracotta used at site:-590mm*90mm*65mm
Procedure:-
-Approved drawing is used for cladding work
-Location and orientation marking on vertical plane is done so that they are right side up when
the unit is installed.
-the bricks are put one by one keeping 10 mm groove both in horizontal and vertical direction.

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Figure -33 Terracotta cladding
Figure -34 Back side of terracotta

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5.2.4 Corten steel cladding
Corten steel is a group of steel alloys which were developed to eliminate the need for painting,
and form a stable rust-like appearance if exposed to the weather for several years.
The steel is allowed to rust in order to form a protective coating.
Advantage: - Unique look, no painting required, naturally oxidizing finish, increase
resistance to atmospheric corrosion.
FIGURE-35

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5.3 Flooring
5.3.1 Granite flooring
Materials:-
1. Granite
2. Laticrete 190 sealer
Dimension of granite used at site
-600mm X 600mm*30mm
-300mm*300mm*30mm
-1200mm*600mm*30mm
Equipments:-
-Trowel
- Wooden/rubber hammer
-laser level instrument
-stone cutting tool
-spirit level
-Straight Edge
Procedure:-
-unloading of granite stone should be done carefully.
- QA/QC engineer would check the Quality of material. The damage material should be kept
- carry out post check on level of screed concrete where flooring should be done and review the
minimum thickness of tile.
-the surface/substrate should be cleaned to remove any dirty stain and other foreign material
before installation.
- Proper care should be taken for interface with other associate finish.

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-coating of Laticrete190 sealer in all six sides of stone should be advanced before 24 hours of
fixing.
-The granite should be laid down on the floor as per as the drawing.
-After preparing the adhesive, it should be laid on the floor to the required level of thickness as
per as the manufacture specifics.
- 3mm spacers should be used as per as the drawing.
- Then stone should be put over the already laid adhesive checking periodically that the good
contact is maintained with the back of each stone to ensure zero voids.
- The line, level, joint evenness, hollowness and slope should be checked during installation.
-The joints are cleaned with brush to remove mortar and dust.
-Start the polishing after 10 days of lying of stone.
Figure -36 Granite flooring at J block

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5.3.2 Kota stone flooring:-
Material:-
1. Kota stone
2. Sand
3. Cement
Equipment’s:-
-Trowel ,Wooden/rubber hammer, auto level, stone cutting tool, spirit level, Straight Edge
Procedure:-
-unloading of Kota stone should be done carefully.
-QA/QC officer would check the Quality of material. The damage material should be kept
- carry out post check on level of screed concrete where flooring should be done and review the
minimum thickness of tile.
-the surface/substrate should be cleaned to remove any dirty stain and other foreign material
before installation.
- Proper care should be taken for interface with other associate finish.
-laying cement mortar (sand: cement =1:4) over surface of thickness 30 mm.
-Press stone firmly into position with slide twisting action.
- insure no voids behind stone when solid bed fixing.
-joints should be cleaned and grout the same with slurry.
- check the line and level joint’s evenness, hollowness, and slope during installation.
- 7 days of curing should be done.
- start the polishing after 10 days; and polish the surface till up to the level.
- clean the surface

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Figure -37 Kota stone cleaning at c block

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Chapter 6: Quality Assurance/ Quality Control
QA/QC in charge – SK Das
6.1 QUALTIY PLANNING
Quality Objectives
The Quality objectives are derived from Quality policy. Table below enumerates a list of
Suggested Quality Objectives for operations applicable at project site. Various units /
departments and individuals at functional level would derive list of objectives from the table.
For the project sites the objectives are set at the time of project commencement. The progress is
reviewed at site.
No Objective
Measure
Target
Report
frequency
1
Customer
Value
 Product Quality Rating
 Customer feedback
 Pre-commissioning Obligations
Quarterly
2 Process
Plan vs. Actual:
 Project milestones
 Financial performance
 Cost prudence
 Safety Records
Monthly
3 Improvements
 Safety performance
 Cycle Time
 Cost of poor Quality
 Wastage Reduction
 Product Quality rating
Monthly

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4 Leadership
Development of future leaders
Half-yearly
5 Motivation
 New initiatives
 Innovations
 Staff training effectiveness – evaluation
Quarterly
6 Partnerships
 Assimilation of technology from JV
partners.
 Vendors developed
 Performance evaluation of vendors – of
site purchases
 Performance evaluation of sub-contractors
Quarterly
Suggested Quality Objectives
The desired / target values are set based on the following:
- Past performance in similar jobs;
- Growth over period of time;
- Contractual commitments;
- Aligning to annual financial budgets/ accepted costs as per ACE;
- Meeting the PQP requirements.
For each of the key position value drivers are defined, monitored and measured which adds up to
the Quality objectives for the function. Similarly, the target objectives of a department / unit are
attained through value drivers of the key positions.

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6.2 Quality Management System Planning
Objective:-
Establish a procedure to plan, monitor and achieve Quality Management System planning in
order to fulfil customer requirements, statutory requirements and organization objectives based
on contractual requirement.
Sl.
No.
Procedure Steps Responsibility
1.
Prepare strategy for the project to ensure
a. Quality of product
b. Safety
c. Timely delivery
Site Engineer
Site Engineer
Planning Engineer
2
Convert the strategy into initiatives for the site team and
establish Quality Objectives for each position of the project
and periodically review as planned.
PI
3.
Document the needs / expectations of customer, organization
and statutory bodies in PQP and implement.
All Sections
4 Evaluate process and product performance by Audits. All sections
5
Improve performance of process and products following
management review meeting.
All sections
6
Maintain system integrity during changes in PQP for
improvement.
MR (Site)

54
6.3 Quality control during cladding:-
During our visit at site we performed many quality checks.
Following procedures are involved in the Quality check of cladding.
- Quality check should be done by QA/QC inspector and material inspection report shall be
raised to engineer for their approval.
- Color, texture, chip up, size, diagonal size, thickness, height, and length of stone should be
checked.
- Sealer coating should be checked by the QA/QC inspector in all six faces
-If stone absorbs water it means that sealer coating is not done properly.
- Alignment of cladded wall should be checked
Figure -38 Quality check of granite
Granite absorbs water, sealer coat not done properly
6.4 Quality control of water proofing:-
QA/QC officer should know about the construction program and should attained all inspection
point and record all result of inspection.

55
6.5 Some tests performed in the lab of QA/QC
6.5.1 Cube test:-
Size of cube use =15 cm *15cm *15 cm
Grade of cube =M35
Testing of concrete cube:-
The dimensions of the specimens are to the nearest 0.2 mm. The bearing surfaces of the testing
machine shall be wiped clean and any loose sand or other materials removed from the surface of
the specimen which is to be in contact with the compression platens. The cube shall be placed in
the machine in such a manner that the load shall be applied to opposite sides of the cubes as cast
that is not to the top and bottom. The axis of the specimen shall be carefully aligned with the
center of the thrust of the spherically seated platen. No packing shall be used between the faces
of the test specimen and the steel platen of the testing machine. As the spherically seated block is
brought to bear on the specimen, the movable portion shall be rotated gently by hand so that
uniform seating may be obtained. The load shall be applied without shock and increased
continuously at a rate of approximately 140 kg/sq cm/min until the resistance of the specimen to
the increasing load breaks down and no greater load can be sustained. The maximum load
applied to the specimen shall then be recorded and the appearance of the concrete and any
unusual features in the type of failure shall be noted. The compressive strength of concrete shall
be calculated from: Maximum load/Cross-Sectional area of cube
Compressive strength of cube is checked:-
Results: (in N/mm2
)
40.67, 38.92, 34.25, 41.73, 29.2,
Maximum target Strength= Average compressive strength+ risk factor* stander deviation
=35+1.65*5= 43.25 N/mm2
Minimum target Strength = Average compressive strength- risk factor* stander deviation
=35-1.65*5 = 26.75 N/mm2
Result:-Any individual test result of a cube out of the above should not have value less than
26.75 N/mm3
.

56
6.5.2 Initial and final setting time of cement
The initial setting time of cement indicates the time after which the cement paste loses its
plasticity. Operations like mixing, placing and compaction should be completed well before the
initial setting time of cement .The minimum initial setting time specified by IS 456 –2000
(Clause 5.4.1.3 page no 14 and IS 8112-1989 page 2) is 30 minute. Most of the cements
produced today give an initial set of more than 60 minutes. Beginning of hardening of cement
paste indicates the final setting of cement. The maximum limit for final setting permitted by IS
8112: 1989 (Clause 6.3. page 2) is 600 minute. Most of the cements produced today give a final
setting of between 3 to 5 hours. Curing can be started after final setting of cement. The initial
setting and the final setting can be extended by use of retarders in order to avoid cold joints when
lead-time for placing concrete is longer.
6.5.3 Brick test:-
Following procedure are followed in the brick test
Size
- Measure the length, breadth and depth of the bricks and using the data calculate average size of
the bricks
Water Absorption
-The specimen is dried in a ventilated oven at a temperature of 105 to 1150
C; till it attains
substantially constant mass. The specimen is cooled to room temperature and its weight is
recorded (M1)
-The dried specimen is immersed completely in clean water at a room temperature of 27±20
C for
24 hours.
-The specimen is then removed and any traces of water are wiped out with a damp cloth and the
specimen is weighed. The weighing is completed 3min after the specimen has removed from
water (M2)
- Water absorption= (M2-M1)/M1*100
Using above formula calculate average water absorption of bricks.

57
Chapter 7 :CONCLUSION
It was a wonderful learning experience at L&T Construction B&F IC site of L&T Project for one
month in “Bihar Museum Project” Patna. I gained a lot of insight regarding almost every aspect
of site. I was given exposure in almost all the departments at the site.
During my training period I have mostly focused on structural work, waterproofing, cladding,
and flooring. L&T have one of the best safety methods during the construction and I have
learned a lot about the safety rules of site.
The quality of construction which L&T provides is one of the best in the country, I have learned
about the different QA/QC approach which the company uses in construction.
The friendly welcome from all the employees is appreciating, sharing their experience and giving
their peace of wisdom which they have gained in long journey of work. I am very much thankful
for the wonderful accommodation facility from L&T. I hope this experience will surely help me
in my future and also in shaping my career.

L&T B&F IC SUMMER INTERNSHIP REPORT BIHAR MUSEUM PROJECT

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