Vivek_Mohanta_QS

Summer Internship Report
National Institute of Construction Management and Research (NICMAR)
ACKNOWLDEGEMENT
I express gratitude to the employees from DPMCPL who provided support and shared the
relevant information that genuinely assisted in the endeavour.
Firstly, I thank Mr A.B. Dongre [Managing Director], for his assistance in acquiring
permissions for the site visits to Mumbai region and his regular guidance.
I acknowledge Mr Suhas Ambekar [Director, QS], for his guidance and inputs for internship
plan and proceedings.
Lastly, I am obliged to Mr Chintan K. Vaidya [Asst GM, QS] for bestowing his trust upon me
and sharing relevant data for the report.
[2]

DECLARATION
I, Vivek Mohanta, declare that the information expressed in this report is
authentic. Hence, shall solely bear consequences for bringing upon any
liability to or, which might affect reputation of Dongre Project Management
and Consultants Pvt Ltd, in case of any discrepancy or disclosure of DPMCPL’s
Project sensitive information.
The internship was awarded by the firm through my institute of current study
and was redundant. Every activity was invested at self-discretion.
[3]

LIST OF TABLES
TABLE NO DESCRIPTION PAGE NO
1 BOQ ASSUMPTIONS 5
2 OBSERVATIONS FROM WORK AND THUMB
RULES
8
3 RATE CHART 8
4 ASSUMPTIONS IN BBS 9
5 MUMBAI SITE DETAILS 10
BAR SHAPES 16
6 PRELIMINARY ESTIMATE SUMMARY 17
7 OBSERVATIONS ON SUBMITTED BID 18
8 TECHNICAL COMPARISON 19
9 WING WISE SUMMARY OF WORK AT BITS
PILANI
20
LIST OF FIGURES
SR NO DESCRIPTION PAGE NO
1 ORGANIZATIONAL STRUCTURE 2
2 MASONRY SUMMARY SNAPSHOT 6
3 MUMBAI SITE 13

INDEX
SR NO TITLE PAGE NO
1 ACKNOWLEDGEMENT
2 DECLARATION
LIST OF TABLES
LIST OF FIGURES
INDEX
3 CHAPTER ONE 1
4 COMPANY BACKGROUND 1
4.1 STRENGTH AND RESOURCES 1
4.2 FIELD OF SPECIALIZATION 3
5 CHAPTER TWO 5
5.1 OVERALL INTERNSHIP EXPERIENCE 5
5.2 WORK BREAKDOWN 5
5.2.1 WEEK 1 5
5.2.2 WEEK 2-3 5
5.2.3 WEEK 4-6 8
5.2.4 WEEK 7-9 11
5.2.5 WEEK 10 11
6 CHAPTER THREE 12
6.1 SKILLS LEARNED AND KNOWLEDGE GAINED 12
6.2 TECHNICAL ASPECTS 12
6.3 BUSINESS ASPECTS 14
7 REFERENCES 15

Chapter One
Company Background
Introduction
Dongre Project Management Consultants Pvt. Ltd. (previously Dongre Associates, a proprietary firm since 1987) is
providing Professional Consultancy Services in the field of Project Management, Quantity Surveying, MEP Design Services
for small & big scale construction projects. The firm was founded by Mr. A.B. Dongre in 1987 at Vadodara on his return
from gulf. The firm grew from a humble beginning in 1987 at Vadodara to a firm with offices in Mumbai, Vadodara, Pune
and Gandhinagar and staff strength of over 75 employees. Over the period it gained considerable expertise and recognition
for providing quality services in fields of PROJECT MANAGEMENT CONSULTANT, QUANTITY SURVEYOR and
MECHANICAL, ELECTRICAL & PLUMBING design. The firm was incorporated as a Private Limited Company in May,
2013 in order to widen, make it broad based in its scope of services & offer better and more efficient services. Mr. A.B.
Dongre with his rich experience & knowledge in this field is the Managing Director of this company. He is ably supported
by Mr. Rajendra Dongre a well-known Architect and Mr. Suhas Ambekar a Civil Engineer with rich experience in Quantity
Surveying, Estimation, Designing and Public Health Services, Mr. Kishore Vasudeo, an Electrical Engineer having
international experience over 35 years and Mr. Uday Chandorikar, a retired Chief Engineer Civil and Additional-Secretary
Govt. of Gujarat are on Directors board as full time Directors.
The firm is committed to quality service, hard work, responsive to the needs of Clients, visualises and adopt to changing
conditions/demands and to vibrant environmental/ technical behaviour state of world.
With over 26 years of experience in the industry, firm has a well-diversified and well trained workforce that has the
necessary knowledge and expertise to exceed industry standards for construction while striving to provide our customers
with the best possible service they can experience.
Vision
To conceive projects based on sound engineering principles, effective time management and
optimization of project cost
Mission
To provide leadership in management and construction projects so as to achieve outstanding quality at
optimum time, cost and resources.
Strengths and Resources
 Successfully executed over 700+ projects in the last 26 years.
 Working on various projects across the country.
 Own the clients through dedicated and satisfactory services.
 Adhere to a professional, systematic & methodical approach to work.
 Developed a reliable working culture based on our experience.
 Have experienced, qualified and competent Engineering Staff.
 Have a fully computerized office with necessary engineering licensed Software such as ZW-CAD, AUTOSTEEL,
WINDOWS, M. S. Project, MSOffice etc.
 Prepare Tender documents based on FIDIC Standards appropriately modified to suit our local conditions.

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 Well-equipped Library with complete sets of Indian Standards on Civil, MEP, Chemical Engineering of BIS,CPWD
Standards and State Level DSRs.
 In-house software for Rate Analysis and preparation of bar bending schedules (under development stage)
Professional associations
 The Institute of Engineers, India (IEI)
 Consulting Engineers Association of India (CEAI)
 Royal Institute of Chartered Surveyors (RICS)
 Indian Green Building Council (IGBC)
Company structure
The Management
A.B. Dongre- Managing Director
Rajendra A Dongre- Director
Suhas Ambekar- Director
Kishore Vasudeo- Director
Uday Chandorikar- Director
Human Resource
Technical staff: 65 qualified engineering staff Administration: 15 administrative and support
staff
Organizational structure
[2]

Field of specialization
Project management consultancy
Project Management is about leadership, creativity, effective teamwork and to achieve success. We develop client briefs and
build project teams that can respond with best engineering and safe practice solutions. Understanding the needs of the client,
project and motivating the team, coordinating the work of different agencies and managing changes / updating to the plan
along the way. The services offered are tailored to the requirements of each project.
1. Understanding brief of Project.
2. Understanding contract / budget of project related with time schedule.
3. Programming / Scheduling (MS Projects & Primavera).
4. Monitoring and Procurement.
5. Coordination with Clients / Architects / Consultants / Contractors.
6. Site Supervision and Project Execution on a daily basis.
7. Safety Management.
8. Materials Management.
9. Performing Time and cost Management.
10. Cash flow Preparation.
11. Risk Management.
12. Project evaluation on regular basis.
13. Verifying measurement and approval of bills.
14. Final bills along with reconciliation where required.
15. MIS Reports, Manuals etc.
Quantity surveyor
Quantity Surveyor team provides quantification, estimation, budget, documentation for tender, tender evaluation and
assistance in finalising contract. Detail quantification, estimation and budget shall be prepared to the extent required by
Client. Our experience and value engineering adds to normal QS services.
Quantity Survey services include :
1. Concept cost estimate.
2. Quantity take-of / Computation of Quantities.
3. Preparation of Rate Analysis as per prevailing Market Rates for major items.
4. Detailed Estimation of Project.
5. Detailed Bills of Quantities.
6. Assisting client in pre-qualification of Contactors.
7. Formulating General and Special Conditions of Contract based on FIDIC.
8. Specifications for Materials and Works.
9. Tender Documentation, Evaluation and Awarding.
10. Agreement Forms.
11. Assisting client in negotiation.
12. Certifying interim / final valuations with measurements.
MEP services
Designing, drawing in the field of MEP services through in house experienced MEP services engineer is under taken for
Projects covering infrastructure, residential, hotels, malls, institutes etc. Services include peer view and estimation if desired
by Client.
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1. Analysis with Client need.
2. Design Basis Report.
3. Concept Design.
4. Design and drawings in detail based of contract plans / sections / elevations.
5. Coordinating with architectural and structural work.
6. Quantity take-off with detail working.
7. Detailed Estimation of Project as per Market Rates or as per DSR (as applicable).
8. Formulating General and Special Conditions of Contract based on FIDIC.
9. Specifications for Materials and Works.
10. Tender Documentation, Evaluation and Awarding.
11. Advise on the cost implications of advance orders or advance purchases for materials or equipment with long delivery
times to comply with programme requirements.
12. Reporting monthly updated estimates based on bills approved.
13. Offer our expertise in the form of surveys, studies, reviews and reports.
Reference Projects and Services undertaken by the company
Palais Royale, Worli, Mumbai (On-going) - PMC/ QS
Imperial Towers, Tardeo, Mumbai (2000) - PMC/ QS
Infosys office, Pune- QS
[4]

Chapter two
Overall Internship Experience
The 10 weeks long internship process was very informative for me. It successfully helped me
relate and implement my academic knowledge with the practical applications at work. Subtle
differences, safeguards and the variation between the two were realized. The firm had a well-
oiled organizational hierarchy where my roles and responsibilities were well defined, projects
assigned to me were well monitored and each unique in its own nature. I also got
opportunities to be visit and assess the sites at BITS, Pilani (3 weeks) and Mumbai,
Maharashtra (1 week). Works done there shall be explained in the report ahead.
Joining of the company
Joining date was 18th April 2016. The first week was meant for acclimatization with the
firm’s work environment.
Section of the Company I was allotted to
I was offered and allotted to the Quantity Survey (QS) vertical of the company. At the Head
Office, QS works of all projects are done when they are at their conception phase.
Flow in the Section
Mr. Suhas Ambekar (Director, QS) leads the QS vertical. He along with A.B. Dongre (Managing
Director) handles the conditions of Contract and Client Negotiations. Mr. Chintan Vaidya
(AGM, QS) is also engaged in Clients Negotiations, officially heads the QS teams and is in
charge of work allocation to the subordinates. I as an intern worked under Mr. Vaidya.
Week 1
The first week was meant for acclimatization with the firm’s work environment. I went
through the work orders received by the firm, the Clients’ Requirements from such a firm and
the Services offered in multiple projects undertaken by them.
WEEK 2-3
Once crystal with the services offered by the firm, the tasks and responsibilities to be
assigned was known. 2nd
week work assignments were given on study of BOQ, initial
quantity take off.
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[6]

Following were the observations from the study of BOQ:
(Apart from the understandings from the book)
 A major portion of the BOQ, all work descriptions are summarizing in nature. Hence,
almost applicable in every time, so repeated in every BOQ.
 80:20 rules can be followed that the BOQ (item/ work description) remains the same in
every project, provided projects are similar. In this case, the firm deals with real estate
sector.
 Guidelines such as removal of vegetation, to burn down the areas, such conditions are
site specific and so weren’t mentioned in the BOQ studied.
 Details such as number of runs to be made by the vibratory roller, barricading etc. were
left to the jurisdiction of the Project Manager, hence such activities have a loose ends.
 Mentioning of words in the BOQ such as “calamity” and “safety” are very broad in
nature, about which when asked, it was said that all required terminologies were
mentioned in the Tender Documents.
 Upon checking, such terms were well documented, nonetheless use of such words shall
be refrained as it can be used to alter interpretations.
 Hence, before the contractor dwells into the BOQ, must have also gone through the pre-
requisite material, such as the rest of the Tender Document and IS Codes.
 Each item intended to be applicable in the project shall be mentioned which makes it a
cumbersome process. Even if the item is to be supplied by the client, it has to be
mentioned and it will be mentioned along with the note.
 Some activities / items will differ in rates with the point of application/ hauling distance /
area of operations. Similar was taught in the regular sessions of NICMAR, example- the
excavation depth determines the rate/ unit to be charged by the contractor.
IS codes illustration:
 Excavation work: IS: 6313 P(I)
 Masonry: IS:2185(PII)
 Waterproofing: IS 15622
 Joinery and metal works: IS 2202 (PII)
Apart from study of BOQ, quantity take off work was also assigned.
At QS vertical of the firm, QS works for projects are done when they are at conception stage.
Hence, such projects haven’t been announced yet in the public domain. So, specific project
details cannot be provided.
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Quantity take off was done starting with calculation of built-up area, masonry and plastering
(external, internal, ceiling, duct). To calculate the plaster area of duct region only three sides
were considered as ease of operation prohibits the mason to work on all four sides of the duct.
Observations made:
 The project has a built up area of 1.2 lac sft.
 The structure was of Basement+ 3 and G+20.
Though nowadays, with the quality of the formwork used and complete structures casted out of
RC, plastering is getting redundant. Nonetheless, it is still practised, mostly because of the
conventional practise and the psychology of the community. Even if plastering is done, ceiling
plastering has been redundant except in few.
WEEK 4
Quantities take off continued of:
 Earthwork (IS 1200:P1:1992)
 Masonry ( IS1200:P III:1976)
 Plastering ( IS1200: P XII:1978)
 Waterproofing(IS1200:PXIX:1981)
 Joinery (IS1200: PXX1:1973)
 RCC works( IS1200:PII:1974)
Observations made:
Table 2
Earthwork Back fill from the same excavated soil
Volume occupied: 50 % of the original volume
Reinforcement 4 kg/ sft of Built up area
OR 120 kg / cum of concrete
130 kg / cum of concrete for industrial/ substructure
Shuttering 6 sqm / cum of concrete
Concreting superstructure 0.4 cum /sft of Built up area
Ceiling Plaster 0.85 * Built up area
Masonry 1.3 * Built up area
Plastering/ painting 3 * masonry
Waterproofing Under wall height of 3.5 meters waterproofing was done
Till 600 mm, + 300 mm from the sunk slab portion

Manpower planning
Bar bender + 2 helper 0.4 ton work / day
Carpenter + 2 helper 4.5 sqm work/ day
Example:
1000 cum concrete work/ month
Reinforcement: 120 X 1000= 120 ton
As per observation:
Bar bender + 2 helper: .4 ton/ day
= .4X 25= 10 ton/ month
120 tonnes= 12 gangs
Shuttering:
= 6 X 1000= 6000 sqm
Carpenter+ 2 helpers= 4.5 sqm/ day
=4.5 X 25=112.5 sqm
Teams required= 6000/ 112.5= 54 gangs
Week 5-6
Rate analysis
Following are the observations/ thumb rules learnt/ made from the work assigned.
Rates:
Table 3
Reinforcement 65/ kg
Vertical Compression
load test
4 lac/ test
Lateral load test 90000/ test
Pile integrity test 850/ test
Formwork 800/ sqm
M25 casting 7250/ cumec
M30 casting 7500/ cumec
M35 casting Further addition of 250/ cumec with increase in mix strength
PCC (1:4:8) 6500/ cum
150 mm masonry 1300/ sqm

12 mm plaster coat 400/ sqm
Waterproofing
compound
450/ sqm
20 mm thick double
coat plaster
700/ sqm
Flooring
Vitrified tile 900/ sqm
Skirting 75 mm 90/ rmt
Dado work 1050/ sqm
Ceramic tiling 675/ sqm
Kota stone 1000/ sqm
Joinery
Door frames 700/ rmt
Door frames shutter 5000/ sqm
Sliding window 4000/ sqm
Sliding balcony doors 5000/ sqm
Staircase railing 1500/ rmt
Bar bending Schedule
Assumptions
Table 4
Column Cover 0.04 m
Beam Cover 0.025 m
Slab Cover 0.020 m
Clear cover upto stirrups m
Concrete Grade M30
Steel Grade FE500
Bar Development Length 46 x Dia of Bar
Lap length 50 x Dia of Bar
Standard Formula
Nos. of bars = [ { (L - 2 x cover) / pitch } + 1 ]

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WEEK 7, 8, 9
Site visit to BITS Pilani campus was conducted. The task was to conduct conditional mapping
of the sites under phase V. the site was for a total of 21 days.
In the following page, the work summary of the site under inspection is being made.
WEEK 10
On the last week of the internship, a site visit was arranged to a PMC site under the firm.
Following are the observations from the site visit.
Project details:
Forjett site
Near Bhatia hospital, Tardeo, Mumbai
Rehab building at Forjett site:
Rehab tower: G+23
Client: Cosmos Landmark
Architect: Skyline Architects
Sale building at Forjett site:
Sale tower: G+60
Client: Cosmos Landmark
Architect: Skyline Architects
Observations made:
Foundation is elevated in nature. As the site is near the hill slope of hard rock strata, no
excavation was done.
The foundation was a raised platform of soil gunny bags on which micro piling/ piling was done.
Table 5
Pile details
275 numbers 900 dia c/c
600 numbers 1800 dia c/c
750 numbers 4 meter c/c
800 numbers Sale tower foundation ( proposed)
Equipment used
Crawler crane 2

Tower crane 2
Rig ( pinnacle) 1
Micro piling machine 1
 At site, there were irregularities in billing, reporting of work, though small in scale but
occurred periodically. I reported the irregularities to the QS supervisor at the site office
and it was verified and corrected thereafter.
 The soil gunny bags layer was laid in the form of ramp which could be used for the
movement of heavy vehicles and resources.
 Rock anchoring of steep boulders along the site borders. Hence, converting it into a
single monolith, more stable.
 The driveway ramp connecting the egress of the site will be used as a normal road for
daily commuters once the site is handed over to the client.
 In this site, the contractors used the aluminium formworks for columns, rest with
conventional methods.
 To avoid water egress in to the soil bags, tarpaulin sheet is to be used to cover the
surface.
 At the time of the visit, floor slab casting of rehab tower 2nd floor was been undertaken.
To avoid excess water flow from the downhill, separate water passage was built to divert
the water. Retaining wall was constructed at the downhill boundary as to avoid
movement of loose soil.
 The foundation of the sale tower is on three levels because of unavailability of a flat
surface.
 To establish the tower cranes at the site they had to overcome multiple constraints such as
the permission of use of such towers in the residential area, multiple drawings/ plans
were prepared to optimize the space available. Work at site couldn’t be continued beyond
6 pm because of it being a residential area.
 During the process of piling, they encountered with boulders at depth of 3 m, so those
were removed by high air pressure (DTH) down to hill process.

[12]
[13]

Chapter Three
Skills learned and knowledge gained
Earthwork:
Calculating Areas
Before volumes can be calculated, the areas of excavation (either horizontal or vertical) must
be established. Horizontal areas are associated with cross sections cut through the earthwork
volume and vertical surfaces associated with Digital Terrain Model (DTM) volumes.
Horizontal areas usually refer to either the area extent of the excavation and horizontal areas
enclosed by contour elevation lines. These areas are defined by a series of discreet points
along their boundaries. Areas are calculated by connecting these points in a series of
continuous triangles that extend across the area. Given the northing and easting of each of the
three vertices of each triangle, and the lengths of each of the three sides of the triangles, each
triangle’s area can be calculated.
Masonry:
Masonry works are such as brick masonry, concrete block, stone or rubble masonry are
generally measured in volume, but are also measured in terms of area where the thickness of
masonry is limited to single brick or single block. Tiling is measured in area.
While measuring the quantities of masonry work, the wastage of materials such as bricks,
cement or sand is not taken into account. Also, the types and classes of bricks, blocks or tiles
are not considering while measuring the quantity of work. This is taken care in pricing of the
different masonry works. Each type of masonry works are measured separately into
categories to calculate exact cost of construction based on its price
Plastering:
Plaster work shall be classified according to the material used and each classification shall be
measured separately.
Following particulars should be paid attention to :
 Mix of mortar;
 Number of coats and thickness of each coat;
 Nature of surface treatment,
 Nature of base;
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 Curved work, spherical work and elliptical work and any special treatment of base.
 Work in repairs shall be so described stating thickness of dubbing, if any.
 Plastering on roofs, ceilings and walls shall be measured separately.
 Removing plaster by scraping or otherwise shall be measured separately in sqm.
 Plastering in isolated widths or in widths not forming part of general
 plastering work (as in bands, cornices, sunk, panels, etc.) and in
 Chamfers, rounded angles exceeding 80 mm in girth shall be measured.
Waterproofing
A damp proofing barrier system is used to perform the same functions as a waterproofing
system but cannot be used to protect against water pressure. Water may be forced through
building members by hydrostatic pressure, water vapour gradient, capillary action, wind-
driven rain, or any combination of these.
Roof slabs constructed either by RC or RCC needs insulation for thermal comfort and
waterproofing treatment to prevent leakage of water.
There are some common types of waterproofing methods used in construction industry.
Waterproofing in buildings / structures are generally required for:
 Basement of structure
 Walls
 Bathrooms and kitchen
 Balconies, decks
 Terrace or roofs
 Green roofs
 Water tanks
 Swimming pools
The following waterproofing methods are commonly used in construction:
o Cementitious Waterproofing
o Liquid Waterproofing Membrane
o Bituminous Membrane
o Bituminous Coating
o Polyurethane Liquid Membrane
[13]

Joinery
Joinery is the woodwork to be done such as installation of wooden framework of doors/
windows/ furniture.
 Length and width shall be measured to the nearest 0.01 m.
 Width of single or detached planks shall, however, be measured to the nearest 2 mm.
 Thickness shall be measured to the nearest 2 mm. Scantlings, battens, and baulks
shall, however, be measured to the nearest 2 mm in each cross-sectional dimension.
 Areas shall be worked out to the nearest 0.01 cum. Cubical contents shall be worked
out to the nearest at 0.0l cum
RCC works
Following are the observations/ learnings from the quantity take off of RCC works.
 Dimensions shall be measured to nearest 0.01 m except for the thickness of slab
which shall be measured to nearest 0.005 m.
 Areas shall be worked out to nearest 0.01 square metre. Cubic contents shall be
worked out to nearest 0.01 cumec.
Business Aspects
• Gained an Understanding of the Organizational Hierarchy at an ISO 9001:2008
certified Firm: the firm registered itself as a company on 2013, prior to which it was a
single person owed entity. Once registered as an ISO firm, as per the conditions they
did undergo an organizational restructuring and the HR department, Accounts
Department, Periodic Performance Appraisal and Management, Data Back up and
Documentation were initiated. Risk taking Decision is also accordingly distributed in
the hierarchy.
• Study of means and stages of Client Negotiations for preparation of Contract
Document: the firm has its own standard format of Documentation order for the
Contract Document and method of work which they pursue in every project. To
understand the requirements of the client, a questionnaire is being sent which
concerns to all Red Flags in the Contract Document, such as the Liability periods,
Retention money Rate, penalties and awards etc. it is highly important to document
every official communication. All communications, meetings and queries and the
responses are documented so as to avoid any dispute.
• Knowledge gained on Clearances required for site execution, Significance of Firm-
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to-people Social Wellness, CSR Responsibilities: At Mumbai site, the clearances were
acquired and accounted for 20 days prior to take over of the site. As the site was a
rehabilitation project, there was a rehab tower and a sale tower. They understood the
significance of the coordination with the surrounding society and the people to be
rehabilitated. Adequate provisions were made to ensure that the project work didn’t
interfere with the local environment. The project site was based on a hill slope which
was stiff and of the slope 1:30. To ensure safety of the site and to ensure the society as
well rock bolting of the boulders along the slope was done. Channels were
constructed for flow of drainage water down the slope. Retaining wall was set up
along the site boundary to successfully block the flow of loose soil down the slope. It
is removed periodically once it reaches the permissible limit.
References
 Codes of Contracts (prepared by Mr. A.B. Dongre, Mr. Suhas Ambekar)
 IS code 1200 series
 dongrepmc.com
[15]

PROJECT : REHAB BUILDING "NISARG"
VADODARA ARCHITECT : CONSULTANTS COMBINED
Date: 11.05.16 CLIENT : NISARG CO-OP HOUSING SOCIETY
Prepared By : VIVEK MOHANTA Checked By :
PRELIMINARY ESTIMATE
Sr. No. PARTICUALRS UNIT RATE QUANTITY AMOUNT
1. PILING WORK
1.1 600mm dia RCC (M25 grade) bored cas in-situ Piles Rmt 4,200.00 1640 68,88,000.00
1.2 Reinforcement MT 65,000.00 47 30,55,000.00
1.3 MS liner MT 80,000.00 98 78,40,000.00
1.4 Initial Vertical compression load test Nos. 4,00,000.00 4 16,00,000.00
1.5 Initial Lateral load test Nos. 90,000.00 4 3,60,000.00
1.6 Pile Integrity test Nos. 850.00 164 1,39,400.00
TOTAL OF PILING WORK 1,98,82,400.00
2. EARTH WORK
2.1 Excavation in all kind of soil Cum 300.00 464 1,39,320.00
2.2 Backfilling with available soil Cum 120.00 232 27,864.00
2.3 Anti-termite treatment Sqm 100.00 741 74,100.00
TOTAL OF EARTH WORK 2,41,284.00
3. STRUCTURAL WORK
3.1 CONCRETE WORK
3.1.1 PCC (1:4:8) Cu m 6,200.00 69 4,27,800.00
3.1.2 Reinforced Cement Concrete
a) M25 grade for Sub structure like Pile caps, Plinth beams Cu m 7,250.00 318 23,05,500.00
b) M30 grade for Super structure Colums, Beams, Slabs and Staircases Cu m 7,500.00 4516 3,38,70,000.00
3.2 REINFORCEMENT WORK
3.2.1 TMT bars (high yield strength deformed bars - Fe 500) MT 65,000.00 487 3,16,55,000.00
3.3 FORM WORK Sq m 800.00 29004 2,32,03,200.00
TOTAL STRUCTURAL WORK 9,14,61,500.00
4. MASONRY WORK
4.1 150mm thick AAC block masonry Sq m 1,300.00 17535 2,27,95,500.00
TOTAL OF MASONRY WORK 2,27,95,500.00
5. PLASTERING WORK
5.1 12mm thick CM (1:4) Internal wall plaster Sq m 410.00 20048 82,19,680.00
5.2 6-8mm thick CM (1:4) Internal ceiling plaster Sq m 300.00 9595 28,78,500.00
5.3 Wall care putty on plastered wall surfaces Sqm 80.00 16005 12,80,400.00
5.4 12mm thick duct plaster adding waterproofing compound Sq m 425.00 3085 13,11,125.00
5.5 20mm thick double coat cement sand plaster (To External Surfaces) Sq m 700.00 8083 56,58,100.00
TOTAL OF PLASTERING WORK 1,93,47,805.00
6. FLOORING WORK
6.1 450mm x 450mm size Vitrified tile flooring (Basic Rate of Tile : Rs. 400/-
per Sqm)
Sqm 950.00 8139 77,32,050.00
(Location: Bed room, MP Room, Alcove, Passage, Balwadi, Welfare
Centre, Society office, Pocket Terrace, Common Passage Area)
6.2 75mm high Virtified tile skirting (Basic Rate of Tile : Rs. 400/- per Sqm) Rmt 90.00 10175 9,15,750.00
(Location: Bed room, MP Room, Alcove, Passage, Balwadi, Welfare
Centre, Society office, Pocket Terrace, Common Passage Area)
6.3 300mm x 450mm size Vitrified tile dado (Basic Rate of Tile : Rs. 400/- per
Sqm)
Sqm 1,025.00 46 47,150.00
DONGRE PMC PVT. LTD.
IMPERIAL HEIGHTS, AKSHAR CHOWK, VADODARA
TEL: (0265) 2980133,134
CONCEPT / BLOCK
ESTIMATE (MKT)
Table 6
EST-Rehab 1 of 3

(Location : Main Entrance and Lift lobby at Ground floor)
6.4 300mm x 300mm Ceramic tile flooring (Basic Rate of Tile : Rs. 300/- per
Sqm)
Sqm 675.00 424 2,86,200.00
(Location: Toilets & WC)
6.5 300mm x 300mm glazed Ceramic tile dado (Basic Rate of Tile : Rs. 300/-
per Sqm)
Sqm 725.00 4043 29,31,175.00
(Location: Kitchen, Bath, Toilets & WC)
6.6 20mm thick Kota stone flooring (Basic Rate of Tile : Rs. 450/- per Sqm) Sqm 1,150.00 1147 13,19,050.00
(Location: Bath & Staircase)
6.7 75mm high Kota stone skirting Rmt 150.00 577 86,550.00
(Location: Staircase)
6.8 250mm wide Kota stone treads Rmt 350.00 437 1,52,775.00
6.9 150mm high Kota stone risers Rmt 200.00 486 97,200.00
6.10 450mm wide Kitchen platform with black Granite stone top Rmt 3,800.00 437 16,60,600.00
6.11 150mm wide 18mm thick Granite stone frame (Location : Window frames
and Bath door frame) (Basic Rate of Stone : Rs. 1200/- per Sqm)
Rmt 425.00 5329 22,64,825.00
6.12 50mm thick IPS flooring (Location : Shops at Ground floor) Sqm 475.00 441 2,09,475.00
TOTAL OF FLOORING WORK 1,77,02,800.00
7. JOINERY & METAL WORK
7.1 Hard wood door frame finished with synthetic enamel paint
Size : 100mm x 60mm (Location Main door) Rmt 700.00 1120 7,84,000.00
7.2 Pressed Metal door frames-All other Rmt 500.00 4789 23,94,500.00
7.3 35mm thick wooden Flush door shutter with paint finish
7.3.1 Main Door- 900mm x 2100mm Sqm 5,000.00 443 22,15,000.00
7.4 30mm thick wooden Flush door shutter with paint finish
7.4.1 Bed Room, MP Room & Alcove Doors- 900mm x 2100mm Sqm 4,000.00 1257 50,28,000.00
7.5 PVC door shutter with frame
7.5.1 Toilet, WC & Bath Doors- 750mm x 2100mm Sqm 2,700.00 715 19,30,500.00
7.6 Anodised Aluminium Joinery
7.6.1 Aluminum Sliding windows Sqm 4,000.00 1512 60,48,000.00
7.6.2 Aluminum Balcony doors Sqm 5,000.00 1853 92,65,000.00
7.7 Aluminium Toilet Ventilartors Sqm 3,500.00 166 5,81,000.00
7.8 Rolling Shutters Sqm 4,000.00 90 3,60,000.00
7.9 MS Staircase Railing Rmt 1,500.00 181 2,71,500.00
7.10 MS Safety grill to Bed room, Kitchen and MP room windows Kg 90.00 15120 13,60,800.00
TOTAL OF JOINERY & METAL WORK 3,02,38,300.00
8. FALSE CEILING WORK
8.1 12.5mm thick Gypsum board false ceiling with paint (Location : Main
Entrance and Lift lobby at Ground floor)
Sqm 1,100.00 140 1,54,000.00
TOTAL OF FALSE CEILING WORK 1,54,000.00
9. PAINTING WORK
9.1 Acrylic emulsion paint to Internal wall and Ceiling surfaces Sqm 150.00 25600 38,40,000.00
9.2 Cement paint to ducts / shafts Sqm 65.00 3085 2,00,525.00
9.3 Exterior grade weatherproof Acrylic emulsion paint Sqm 180.00 8083 14,54,940.00
TOTAL OF PAINTING WORK 54,95,465.00
EST-Rehab 2 of 3

10. WATERPROOFING WORK
10.1 Terrace waterproofing with brick bat coba filling with china mosaic tile
finish
Sqm 1,200.00 668 8,01,600.00
10.2 Chemical waterproofing to Toilets, WC, Bath and Flower beds Sqm 700.00 3182 22,27,400.00
10.3 BBCC filling to sunken portions Cum 5,500.00 134 7,37,000.00
10.4 Crystalline waterproofing to RCC Water tanks Sqm 800.00 132 1,05,600.00
TOTAL OF WATERPROOFING WORK 38,71,600.00
16. EXTERNAL DEVELOPMENT
16.1 Interlocking paver blocks Sqm 600.00 889 5,33,400.00
16.2 Compound wall Rmt 10,000.00 160 16,00,000.00
16.3 Entrance gates Nos. 1,25,000.00 2 2,50,000.00
16.4 Security cabin Nos. 75,000.00 2 1,50,000.00
16.5 Landscaping / Horticulture LS 5,00,000.00
TOTAL OF PAINTING WORK 30,33,400.00
EST-Rehab 3 of 3

DONGRE PMC PVT. LTD.
VADODARA
1. Shape - 1
2. Shape - 2
3. Shape - 3
4. Shape - 4
5. Shape - 5
6. Shape - 6
7. Shape - 7
8. Shape - 8
9. Shape - 9
10. Shape - 10
11. Shape - 11
12. Shape - 12
13. Shape - 13
14. Shape - 14
15. Shape - 15
16. Shape - 16
17 Shape - 17
18 Shape - 18
4. Shape - 19
11. Shape - 20
TYPICAL REINFORCEMENT SHAPES
Table 5
A
B
C D
E
A B
AB
A B C D
A B C D
A B C
A B C
A B
C
A B C
A B C D
D
A B
C D
E

SR. NO. DESCRIPTION A B C D E F G
1 EARTH WORK Quoted abnormally high rates for
excavation and sand filling items
Quoted very high rates for
excavation items also abnormally
high rate for sand filling
Quoted abnormally high rates for
excavation and sand filling items
2 STRUCTURAL WORK
2.1 PCC Quoted abnormally high rates Quoted very high rates Quoted very high rates Quoted very high rates Quoted very high rates Quoted very high rates Quoted abnormally high rates
2.2 CONCRETE Quoted high rates Rate of M30 & M40 grade concrete
seems OK but quoted very high rate
of M35 grade concrete
Quoted low rates of M:30 & M:40
grade concrete but quoted very high
rate of M:35
Rate of M30 grade concrete seems
OK but quoted high rate of M35
grade & very low for M40 grade
concrete
OK except for staircase, pardi,
transfer girder & Miscellaneous
items but quoted high rate of M35
grade & low for M40 grade concrete
OK but quoted high rate of M35
grade & low for M40 grade concrete
OK but not quoted for M35 & M40
grade concrete
3 MASONRY WORK Quoted very high rate Quoted very high rate Quoted very high rate Quoted very high rate but there
seems error in half brick masonry
rate
Quoted very high rate Quoted very high rate Quoted same rate for 150mm thick
& 100mm thick AAC block
4 PLASTERING WORK Quoted very high rate Quoted very high rate especially
abnormally high rate for POP
Quoted very high rate except
Gypsum plaster
Quoted very high rate Quoted very high rate except
Gypsum plaster & POP
Quoted very high rate Quoted high rate except cement
putty
5 WATERPROOFING WORK Quoted abnormally high rates Quoted very high rate Quoted abnormally high rates Quoted abnormally high rates Quoted very high rate Quoted very high rate Quoted very high rate
6 PAINTING WORK Quoted very high rate Except
Texture paint take
Rate seems OK but few high rates Rate seems OK but few high rates Quoted very high rate Quoted very high rate Except
Texture paint take
Quoted very high rate Quoted very high rate especially
abnormally high rate for Texture
paint
Table 7

SR. NO. DESCRIPTION CLAUSE NO. AS PER TENDER A B C D E F G
1 Period of
commencement from
Employer's order
2.1.0
Within 10 days from
issue of LOI from Client
Mobilization period is
deemed to starl afier
receiving of work order
with complete set of
drawings and necessary
mobilization advance.
This date shall be
treated as "start
date" of the project
2 Time for Completion
2.2.0
15 months (including monsoon)Time Period shall be 15
months from the Plinth
C.C.
The time frame for the
project, mentioned in the
tender is not sufficient. It
has to be discussed.
We have considered a
time period of 18 months
explained in barchart.
We request for a
suitable bonus clause
for early completion as
per mulual agreement.
The Total Period of
Completion work shall
be 15 Months.
3 Performance Guarantee
3.1.3
10% of Contract Value We shall submit
Performance Guarantee
of 5% of the contract
value in form of Bank
Guarantee.
All securities to be in
the form of bank
guarantees. We request
for a mobilization
advance of 10o/o and
same will be
proportionally deducted.
5olo of MA to be
provided against BG and
balance against
We shall submit
Proforma Bond. of 10 %
of Estimate Cost on
Stamp Paper & Register
the Same.
4 Mobilization Advance
3.2.4 &
9.3.6.2
NIL
We shall be paid
Mobilisation Advance at
10% of the Contract
value.
An advance amount of
10% of the contract
value shall be paid to us
against mobilization of
the said works. The said
advances may be
recovered from our R. A.
Bills in five equal
installments, the
deductions commencing
5 Time within which
payment to be made
after Certificate
9.3.6.1 &
3.4.6
Within 15 days after
certification by PM.
Adhoc payments of 70%
value of Running Bill
shall be made within 7
days of submission of
the Running Bill,
Balance payment will be
made within 15 days
of submission of
Running Bill.
Payment shall be made
within 15 days after
submitting our running
bill.
Fortnightly bills will be
submitted and the same to
be paid 80% adhoc within
3 days and balance within 7
to 10 days from submission
of the bill. Final bill will be
paid within 30 days of
virtual completion.
Bills shall be prepared on
monthly Basis. Adhoc
Payment @ 70% Shall be
made within 7 days of
Submission of bill and
Balance Payment against R.
A. Bills shall be made
within a period of 21 days
from the date of submission
of bills.
6 Labour Accommodation /
Transportation
Space for
accommodation at site
for labour shall be
provided to the extent
possible. However it will
be the responsibility of
the Contractor to look
after all the requirements
of a labour camp such as
water (provision of water
tank), sanitation, health,
lighting, general living
condition and welfare.
Client will provide
security and protection to
us and all workers at site
and will
indemnify us against all
anti social elements.
Our labourers will be
allowed to stay on site.
Labour Shall be allowed
to stay at Site.
7 Basic Rates given Basic Rate of all
materials will be the Rate
of material at work site
with unloading at
site including all taxes
and levies etc complete.
We have assumed
quantity variation up to +/-
10%. Mode of
measurement should be
as per IS 1200
We have considered the
use of crushed sand for
concrete with water
cement ration of 0.45
instead of 0.42
The basic rate shall
include transportation,
loading, unloading,
excise, Octroi, taxes etc.,
as applicable. Difference
plus or minus shall either
be paid to us or be
recovered from our R. A.
Bills.
Table 8

Sr.No. Item Front wing room no( 101-124; 137-148; 173-184) Left wing room no( 126-136) Middle wing room no( 149-172) Right wing room no(185-196) Rear wing room no(185-196)
In most rooms, plaster damage around the ventilation
opening, door frame was observed. Cracks were also
found near the door frame achors and edges were
damged at window sill level
in mulitple rooms, plaster damage around the
door frame is observed. Patch work is required,
uneven surface caused due to scratches/
hammering on the surface
In rooms, the wall surface was found to be
uneven. Dampness was found on walls of rooms
beside the toilets. Plaster cracks near and around
the ventilation openings. Patch work is requied
near the door jambs
In this wing the room wall surface was found ok.
Dampness was found on room walls beside toilet.
On entry walls in room rough repair patches were
found to be done after shifting wire casings.
Edges of ventilator are damaged in most of the
rooms. Uneven patchwork done around
cupboards.
In this wing the room wall surface was found ok.
Dampness was found on room walls beside
toilet.
In corridor,cracks were found on sills of ornamental
arch opening near MS grill.
At courtyard side, dampness was also seen on
columns of ornamental arches.
plaster cracks found near MS grill anchors, near
ventilation openings and near door frames. Patch
work requied at parapet wall of first floor corridor
In corridor, the wall surface was found to be
uneven. Blistering of whitewash layer was found.
Cracks were seen on sills of ornamental arch
opening near MS grill. Cracks on surface of
corridor walls were seen at some places.
In corridor, the wall surface was found to be
uneven. Blistering of whitewash layer was
found. Dampness was found on ornamental
arches column. Cracks on surface of corridor
walls were seen at some places.
In corridor ornamental arches have broken & cracked
at the edges at some places.
In corridor ornamental arches have broken &
cracked at the edges at some places.
2 Corridor-1
plaster cracks around MS grill anchors around
ventilation opening, uneven surface due to existing
old surface unscrapped, cracks and dampness found
Dampness seen on wall at toilet region. Cracks
seen along parapet on terrace.
Cracks along terrace parapet. Rising dampness
seen on columns & walls at ground floor. Cracks
on plinth protection seen. Cornices are damaged.
Crack at left & rear wing wall junction. Plinth
plaster broken at bottom & cracks seen along
length. Cracks also seen along terrace parapet.
Rising dampness seen on plinth & columns at
ground floor.
3 Corridor-2
plaster cracks around edges of ornamental work,
column pedestal and near water cooler area, uneven
surface due to unscrapped old area, cracks and
dampness near toilet
Cracks along terrace parapet. Rising dampness
seen on columns.
Crack along parapet. Dampness found on
columns. Cracks on plinth protection seen.
Cornices are damaged.
Dampness seen on wall at toilet region. Cracks
on chajja at toilet region.
4
Façade
(external)
Cornices are broken, dampness seen on plinth
protection, paint damage found , cracks around drain
outlets
plaster cracks near RC jali and around water
outlets, ornamental works is damaged, paint coat
peeling off at terrace parapet region
Cornices are broken at may places. Cracks were
seen on plinth protection. Dampness seen on
plinth. Plaster broken & bricks are exposed at
some places.
Cornices are broken at places. Cracks on sill of
ornamental arch openings. Cracks were seen on
plinth protection.
Façade
(internal)
cracks near drain outlets, paint coat peeling off, cracks
near stairs
chajja reinforcement is exposed, dampness and
paint coat peeling off near toilet area
5 Paint
It was observed that many layers of lime paint had
been done on the walls over the years without
properly scraping the previous paint & putty layer
giving uneven finish to surface.
It was observed that many layers of lime paint had
been done on the walls over the years without
properly scraping the previous paint & putty layer
giving uneven finish to surface.
It was observed that many layers of lime paint
had been done on the walls over the years
without properly scraping the previous paint &
putty layer giving uneven finish to surface.
It was observed that many layers of lime paint
had been done on the walls over the years
without properly scraping the previous paint &
putty layer giving uneven finish to surface.
Whitewash done in rooms & corridors.
6 Flooring
Kota stone(rough)- gaps at joints ervealed at multiple
areas, may lead to further cracks
In rough kota flooring the joints are exposed. The IPS flooring has cracked at many places
specially near room threshold & main passages.
In rough kota flooring the joints are exposed. Polished Kota stone flooring & skirting are in
good condition.
7 Dado tiles
ceramic dado tiles cracks found in the common areas
of the toilets, near handwash area
ceramic dado tiles- ok The dado tile were cracked around ventilators,
edges of bathroom & toilet doors.
The dado tile were cracked around ventilators,
The dado tile were cracked around ventilators,
8 Toilet Doors
fiber shutter of multiple doors are damaged, the Ms
angle frame is damaged/ rusted. Entrance doors-
wooden shutter is damaged (screed/ paint). Hinge
joints of doors are damaged.
fiber shutter of multiple doors are damaged, the
Ms angle frame is damaged/ rusted. Entrance
doors- wooden shutter is damaged (screed/
paint). Hinge joints of doors are damaged.
Fiber doors are in poor condition. Rusted hinges
and MS frames at bottom.
9 Room Doors
MS angle door frames with wooden shutters- ok,
hardaware is rusted/ damaged/ missing
Z section frames with MS shutters. Rusting
bubbles were found on shutters, hardware is
damaged as well. Paint coat is damaged
MS angle door frames with wooden shutters.
The doors are ok. Rusting of harwares was
found. On first floor some rooms have Z section
frame with MS shutter type door.
Z section frames with MS shutters. Rusting
bubbles were found on shutters.
MS angle door frames with wooden shutters.
The doors are ok. Rusting of harwares was
found.
10 Staircase Steps
shahbad stone treads and risers, cracks seen.No
skirting provided.
shahbad stone treads and risers, cracks seen.No
skirting provided., kota stone (rough) - landing - ok NA
Hand cut kota stone on treads & midlanding, no
skirting. Cracks seen & joints are exposed.
All in polished kota stone & in good
condition.Skirting is not provided.
11
Staircase
railing
wooden hand support and MS supports- ok, hand
support has cracks
wooden hand support and MS supports- ok, hand
support has cracks NA
Vertical MS bars with wooden top. Paint
damaged on MS bars & skin of wooden top is
damaged.
Oil paint damaged.
12
Room
Furniture
furniture is damaged. In multiple rooms, the moulding
of the table is damaged, rubber base of table/ bed/
chair is missing
furniture is damaged. In multiple rooms, the
moulding of the table is damaged, rubber base of
table/ bed/ chair is missing
All the MS furniture is sturdy & good in
condition. Only some study table top to be
refixing required.
All the MS furniture is sturdy & good in condition.
Only some study table top to be refixing required.
All the MS furniture is sturdy & good in
condition. Only some study table top to be
refixing required.
WING WISE SUMMARY OF CONDITIONAL MAPPING DONE FOR VYAS BHAWAN AT BITS PILLANI
Plaster1 plaster cracks at edges of ornamental works,
column pedestal and near water cooler area.
Plaster cracks observed around the door and
window frames, head jamb edges plaster work
isdamaged
VYAS BHAWAN CONDITIONAL MAPPING 3
Table 9

Sr.No. Item Front wing room no( 101-124; 137-148; 173-184) Left wing room no( 126-136) Middle wing room no( 149-172) Right wing room no(185-196) Rear wing room no(185-196)
13 Windows
Window of Z section frame with glass panels ( single
leaf shutter). Glass panels of the windows facing the
grounds are damaged, lipping required
2 windows made of Z section frame with glass
shutter in rooms. One has single leaf & other has
double leaf shutter.lipping required and glass
panels damaged
Window of Z section frame with glass panels (
single leaf shutter). Paint damaged & rusting
bubbles found. Putty used for fixing glass panels
is coming off.
shutter in rooms. One has single leaf & other has
double leaf shutter.Paint damaged & rusting
bubbles found. Putty used for fixing glass panels
is coming off.
panels (double leaf shutter). Paint damaged &
rusting bubbles found. Putty used for fixing
glass panels is coming off.
Bitumen with china mosaic type waterproofing was
found on front wing. At many places, china mosaic
tiles had cracked and come off- at the crest of the
shell roof. Vertical bitumen along parapet has hairline
cracks, coating also peeling off at multiple spots
Bitumen with china mosaic type waterproofing
was found on front wing. At many places, china
mosaic tiles had cracked and come off- at the
crest of the shell roof. Vertical bitumen along
parapet has hairline cracks, coating also peeling
off at multiple spots
mosaic tiles had cracked and come off. Vertical
bitumen along parapet has hairline cracks.
mosaic tiles had cracked and come off. Vertical
bitumen along parapet has hairline cracks.
Waterproofing done in full brick bat coba.
Near rain water outlet clogging was seen. Rain water
outlet spout was not treated well (Waterproofing,
slope etc.).
Near rain water outlet clogging was seen. Rain
water outlet spout was not treated well
(Waterproofing, slope etc.).
No clogging found.
Overhead water tank top slab structural steel is
exposed & rusted badly.
Dampness was seen at some places on first floor
ceilng. Major dampness seen on toilet ceiling of
both floors.
ceilng
ceilng
Water
proofing
14
VYAS BHAWAN CONDITIONAL MAPPING 4

Vivek_Mohanta_QS

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