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PRESENTATION BY

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Title: PRESENTATION BY


1
PRESENTATION BY
  • SHRI CHANDRA SHEKHAR PRASAD
  • DIRECTOR GENERAL
  • CENTRAL PUBLIC WORKS DEPARTMENT
  • ON
  • QUALIFICATION OF CONTRACTOR,
  • QUALITY CONTROL AND
  • SUSTAINABILITY IN INFRASTRUCTURES

2
QUALIFICATION OF CONTRACTORS
  • Performance in creating an infrastructure
  • An outcome of relentless effort made in procuring
    material of right type and of quality.
  • Another important factor is workmanship.
  • In turn the workmanship depends on the
    qualification of the man power behind the
    construction activity.
  • There are other factors as well like
  • time management
  • financial management and
  • technical management including machinery, TP
  • coordination and team work amongst various
    disciplines involved in creating infrastructure
    and so on.

3
  • Engagement of a contractor without proper and
    adequate experience and qualifications normally
    fail to deliver the outputs in assigned cost
    time. There are other negative results in terms
    of
  • Lack of quality
  • Accuracy
  • Wasteful time consuming efforts
  • A contractor should have adequate and positive
    experience of execution of almost similar work.
  • The quantum of experience is important as it
    indicates the capability of contractor of having
    executed a similar work with necessary and
    adequate machinery and TP, manpower of required
    capability and engineering make of mind.

4
  • There are three different methods of assessing
    qualification of contractors in practice in CPWD
  • Pre-qualification
  • Registered contractor who have been assigned
    different categories classes.
  • Post-qualification

5
  • Pre-qualification
  • Pre-qualification of contractor is done as per
    the set guidelines in the form of written
    documents and which are being followed uniformly
    through out CPWD. The guidelines are that-
  • For works for which technical specification is
    finalized defined clearly in NIT, tenderers
    shall be required to submit the bids in two
    envelopes.
  • Envelope -1 - Documents related to eligibility
    criteria.
  • Envelope - 2 - Financial bid.
  • Envelope-1 of all tenderers shall be opened
    first. Eligibility related documents shall be
    evaluated and parties qualified/disqualified by
    the competent authority.
  • Envelop-2 Financial bid of qualified tenderers
    shall then be opened at notified time, date and
    place in presence of tenderers or their
    representative.

6
  • Registered contractors
  • Different categories and classes of contractors
    according to their qualification -
  • Civil Class I to V
  • Civil Road Class I II
  • Electrical Class I to IV
  • Horticultural Class I to III
  • Furniture Class I to IV
  • Nursery Class I

7
  • The criterion for experience shall be
  • The completion of requisite number of works of
    prescribed nature and magnitude during last 5
    years
  • The works should have been executed in the same
    name and style in which the enlistment is sought
  • Enlistment of an individual in corresponding
    category is possible based on his technical
    qualification in lieu of experience

8
  • The financial soundness shall be
  • The Bankers Certificate or working capital
    certificate issued by the bankers of the
    contractor on the format prescribed in the rules
  • Such certificate shall be issued by a scheduled
    bank
  • The contractor shall have to pay
  • A non-refundable processing fee along with
    application form
  • The contractors of electrical category shall have
    to
  • Produce valid electrical license from the
    competent authority in the name of the contractor

9
  • Post Qualification
  • Works for which technical specification has not
    been finalized and the same is to be finalized on
    receipt of the details from the tenderers. The
    tenderers shall be required to submit the bids in
    three envelopes
  • Envelope - 1 Documents related to eligibility
    criterion
  • Envelope - 2 Technical bid
  • Envelope - 3 financial bid
  • Pre-bid conference in which the doubts of the
    intending tenderer shall be clarified besides
    discussions on any additional suggestions
    proposed by the tenderer

10
e-Tendering
  • e-Tendering in CPWD
  • e-Tendering is mandatory for all categories of
    works irrespective of their cost
  • e-Tendering platform to be used by CPWD Divisions
    has been decided to be hosted by M/s. ITI Ltd

11
  • M/s ITI Ltd. are to provide
  • Logistic support including supply of
    documentation covering User Manual and Vendor
    Manual
  • For the training of contractors
  • Contractors interested in tendering in CPWD
    Divisions to get the digital signatures and
    needed training through M/s ITI Ltd

12
QUALITY CONTROL
  • Pre-requisites for Quality Control
  • In built provision in the contract for a system
    of continuous check on quality by the field staff
    and the contractor for ensuring quality of work
  • Availability of adequately manned and equipped
    agency for overseeing the quality aspects
  • Periodical appraisal of quality and
  • A system of feed back for effecting possible
    improvements

13
  • Quality Control Plan
  • A Quality Control Plan has to be part of the
    tender documents. This shall indicate
  • All the required tests to be done during the
    construction stage
  • All the relevant and applicable codes
    specifications and standards as well as the
    acceptable criteria for each of the relevant
    items of work
  • Materials used
  • The processes employed

14
  • Methods Statement
  • Applicable for works costing more than rupees 10
    crores
  • Approval to be taken by Contractor from Competent
    Authority
  • The construction procedure for important
    activities of construction are stated, checked,
    and approved.
  • The Methods Statement should have a
  • description of the item with elaborate procedure
    in steps to implement the same
  • the specification of the material involved, their
    testing
  • and acceptance criteria
  • equipments to be used
  • precautions to be taken
  • mode of measurements etc

15
  • Quality Control set-up in CPWD
  • Independent Quality Control set up which keeps a
    watch on the effectiveness/adequacy of quality
    control measures at site and also provides
    guidance to the field engineers comprises of the
    following
  • QA Wings in each region under the Addl. Director
    General of the region
  • Core Wing at the Directorate under the Chief
    Engineer (CSQ)

16
  • Organizational set-up of Quality Control Unit
  • The implementation of Quality Control in the
    field require close co-operation among the three
    agencies
  • Field Engineers
  • the construction agency
  • the Quality Control team at circle level
  • Components for Quality Control
  • Quality control on input material
  • Quality Control on workmanship

17
  • Tests for Ensuring Quality of Work
  • Quality of Brick Masonry
  • For common burnt clay bricks, fly ash lime bricks
    etc. tests for
  • Dimension
  • Compressive strength
  • Water absorption
  • Efflorescence
  • Common burnt clay bricks shall conform to
    IS-1077 and fly ash lime bricks shall conform to
    IS-12894
  • Other checks on workmanship
  • Adequate soaking of bricks
  • Use of proper mortar
  • Raking of joints and then fully filling with
    mortar
  • Lines, levels, thickness and trueness of joints
    etc. in different masonry bonds
  • Adequate curing

18
  • Quality of Stone/Masonry
  • For stone masonry tests for
  • Water absorption
  • Transverse strength
  • Resistance to wear
  • Durability
  • Other checks on workmanship
  • Proper mortar
  • Raking of joints
  • Fully filling with mortar
  • Lines, levels, thickness and trueness of joints
  • Bushing in stones and
  • Number of bond stones
  • Height of individual stones as compared to width
    on face or the depth inwards
  • Dressing of stones specially at jambs, corners
    sills and extent of use of spalls in joints

19
  • Quality of PCC RCC
  • IS 456-2000 Code of Practice for Plain
    Reinforced Concrete is followed in regard to
    concrete mix proportion under specified procedure
  • Minimum M-25 grade of concrete is used in all
    structural elements made with RCC both in load
    bearing and framed structure
  • To control higher rate of carbonation in early
    ages of concrete water/binder ratio is kept as
    low as possible which is closely monitored during
    concrete manufacture

20
  • The components of structural concrete i.e.
    water, cement, fine coarse aggregate are
    monitored individually for their qualities
  • Quality of water from each source
  • tested before the commencement of work once in
    every three months subsequently for
  • pH value
  • limits of acidity
  • limits of alkalinity
  • percentage of solids
  • Cement used in works is from reputed
    manufacturers and tested for
  • physical test for fineness
  • soundness
  • setting time
  • compressive strength and
  • consistency of standard cement paste
  • Sand (fine aggregate) is brought from approved
    source and tested for
  • Field tests for Organic impurity and silt
    contents.
  • Particle size distribution and
  • Bulking of sand

21
  • Stone aggregate (coarse aggregate) is tested for
  • Percentage of soft or deleterious material
  • Particle size
  • Organic impurities
  • Surface moisture
  • 10 fine value
  • Specific gravity
  • Bulk density
  • Aggregate crushing strength and
  • Impact value
  • After the concrete is manufactured at site using
    the ingredients through batch mix plant, there is
    a control on its quality for workmanship through
    the following tests
  • Slump test for workability
  • Cube tests for compressive strength

22
  • Steel reinforcement is tested for
  • Reinforcement to be used is Thermo Mechanically
    Treated bars for which physical chemical tests
    are carried out
  • Form work (centering shuttering)
  • Steel tubes with extension pieces for built up
    sections of approved steel for Centering
  • Shuttering being used is of steel plates with
    sufficient stiffness
  • Shapes, lines and dimensions with tolerances
    checked
  • Checks on workmanship
  • Compaction of concrete
  • Placement of construction expansion joints
  • Curing of concrete

23
  • Quality of Marbles Work
  • Checked for any consignment for
  • Same group
  • Size and
  • Finish
  • Workmanship as regarding fixing of
  • Gun metal cramps
  • Copper pins
  • Stone dowels in veneering work

24
  • Quality of Wood Work
  • Timber is checked for
  • moisture content
  • species
  • chemical treatment
  • Flush doors are checked for
  • End immersion test
  • Knife test
  • Adhesion test
  • Workmanship as regards
  • dimensions
  • joinery work

25
  • Quality of Steel Work
  • Tested for
  • Tensile strength
  • Bend test
  • Flattening test

26
  • Quality of Flooring Work
  • Terrazzo tiles are tested for
  • Transverse Strength
  • Water Absorption
  • Abrasion
  • Pressed ceramic tiles are tested for
  • Dimensions
  • Surface quality
  • Physical property
  • Chemical property
  • Workmanship checked for flooring
  • Joint filling
  • Thickness of Joint
  • Laying with adequate mortar (check for hollow
    sounding)
  • Level of top surface

27
  • Quality of Road Work
  • Ingredients for road work
  • Asphalt Mastic, Bitumen, Bitumen-Cutback,
    Bitumen-Emulsion - tested for their grade and
    properties in accordance with IS-73
  • Coarse Aggregate, Fine Aggregate, Binding
    Filler Material, Screening etc tests are
    performed on these materials to check their
    quality which are primarily in accordance with
    different IS Codes and IRC Standards in some
    specific cases

28
  • Different specialized items of work such as
    structural glazing, false ceiling etc all
    electrical works have got tests as laid down in
    relevant IS Codes. In a few cases tests are
    performed by manufacturer himself where there is
    no specific code applicable

29
  • Sustainability in Infrastructure
  • Sustainable infrastructure - Infrastructure in
    harmony with the continuation of economy and
    environmental sustainability
  • The majority of existing infrastructure has great
    impact on the environment and some of these
    facilities are not sustainable. There is an
    urgent need to implement strategic changes in the
    provision of infrastructure
  • One way is to adopt the Green Growth, which is an
    approach to pursuing economic growth necessary
    for enhancing quality of life, while
    simultaneously minimizing pressure on the
    environments limited carrying capacity
  • This should be done by improving eco-efficiency
    of infrastructure development or creating more
    value with fewer resources and less impact or
    doing more with less

30
  • The definition of the term Sustainable
    Infrastructure encompasses
  • Infrastructure Renewal
  • Long Term Economical Analysis of Infrastructure,
    e.g. Life Cycle Analysis, Ecological Foot
    Printing
  • Modeling of land use and transportation for
    assessments of policies on emissions, energy use
    and reduce infrastructure costs
  • The protection of existing infrastructure from
    environmental degradation, e.g. reservation of
    historical masonry buildings
  • Material selection for sustainability quality,
    durability and energy conservation
  • Making better use of so called waste water and
    materials
  • The re-design of infrastructure in light of
    global climate change
  • The remediation of environmentally damaged soils
    and water

31
  • The principles of sustainable development are
  • Minimizing the use of non-renewable resources
  • Minimizing impacts on the natural environment
  • Protecting bio-diversity
  • Using renewable resources in a sustainable manner

32
  • Eco-efficiency is achieved by the delivery of
    competitively prized goods and services that
    satisfy human needs and bring quality of life,
    while progressively reducing ecological impacts
    and resource intensity through out the life cycle
    to a level at least in line with the earths
    estimated carrying capacity

33
  • Infrastructural development plays an important
    role in determining environmental sustainability
    since it freezes consumption pattern for decades
    to come. For example, developing highways in
    preference to mass transit systems implies heavy
    future fossil fuel demand for personal mode for
    transport and continuous growth of green house
    gas emissions
  • Need for greater integration of different
    development stages. Infrastructure development
    generally consists of several key stages
  • Planning
  • Design
  • Construction
  • Operation
  • Re-cycling and disposal
  • Sustainable infrastructure could be seen as
    designing and maintaining buildings, structures
    and other facilities with an eye towards the
    source conservation over the life of the
    infrastructure. It also means testing new
    materials and practice that leave lighter impacts
    on environment yet are effective

34
  • The rise in income in many cities has produced
    dramatic increase in
  • Per capita car ownership
  • Per capita waste generation
  • Per capita levels of water use
  • Energy consumption
  • Sewerage and industrial waste
  • Rapid and uncontrolled urbanization gt tremendous
    pressure on urban infrastructure gt requires its
    expansion gt greater pressure on the environment.
  • Greater transport efficiency caused by rapid
    motorization in many countries gt higher
    efficiency in productive activities gt
    facilitating the development of industries and
    expanding national economies.
  • Transportation problems today seems to relate
    more to having
  • Too much rather than too little
  • Too much traffic
  • Too much pollution
  • Too many accidents and
  • Too much to maintain
  • Car ownership, rail bus commuting and air
    travel all keep growing faster than the basic
    infrastructure to support them

35
  • Eco-deficiency varies with each transport mode.
    A comparative analysis of different modes of
    transport focuses on energy consumption and air
    pollution, especially of public and private
    transport. Public transport in general and rail
    in particular is more eco-efficient than private
    vehicle. Congestion and its assessment in the
    economic terms by different agencies and at
    different places have shown that congestion costs
    lead to significant losses in the gross domestic
    product of some cities.
  • Other factors that have contributed to the
    growing congestion include the existence of
  • Too many narrow
  • Poorly maintained roads
  • Piece meal road development
  • Lack of road connectivity
  • Oversupply of curbside kiosks and hawkers,
    resulting in spillover of pedestrians and
    activities in to streets
  • In sufficient off-street parking lack of
    land-use controls resulting in poor location of
    many traffic generating developments
  • Minimal enforcement of traffic rules which reduce
    vehicle speed and decrease road capacity

36
  • The measures and activities to improve
    eco-efficiencies in transport infrastructure may
    be guided by the following principles
  • Increase the use of public transit
  • Encourage walking, cycling an other non-motorized
    transportation mode
  • Restrict the use of automobiles
  • Develop land use plans that minimized the need
    for travel
  • Depending on economic and geographical
    conditions, planners may also consider investing
    in new rail lines, bus systems and the
    development of methodologies to estimate traffic
    congestion costs that include environmental and
    social aspects

37
  • The construction of large dams, highways land
    reclamation not only displaces communities but
    also endangers species that are endemic in the
    construction area. Building a dam for flood
    control and hydro power may provide significant
    economic benefits to the people in the community.
    However, constructing the dam would require
    extensive logging in the area and reservoir so
    created will most likely destroy natural
    habitats. Other possible threats of dam projects
    to public safety and environmental degradation
    include soil erosion, loss of wildlife, changes
    in the water table etc. Similarly while the
    completion of a highway in to rural areas would
    greatly increase the volume of trade in their
    areas while reducing transport costs but it does
    not come without a price on disturbance to the
    natural habitat as it requires input materials
    which are procured by mining, extensive logging
    and disturbance to natural drainage path besides
    a general interruption in the ecological balance
    of the area. The location, alignment and size of
    such infrastructure if decided after extensive
    survey of the topography ecology of the area
    and its in depth evaluation will enhance the
    sustainability.

38
  • Water, waste water and solid waste management
    infrastructure are environmental infrastructure
    which are characterized as high degree of public
    goods with intangible values and externalities.
    The development of technology and enhancement of
    public awareness can provide opportunity for
    improved efficiency, e.g. water saving, waste
    water reuse technology and community based
    management in solid waste reused and recycling

39
  • THANK YOU
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