The document presents a comparative study between precast construction and conventional construction for low-cost housing. It analyzes the cost and time required for each type of construction based on a case study of a residential building project in Andhra Pradesh, India. The study found that precast construction has a slightly lower total cost (around 6% less) and significantly shorter completion time (355 days less) compared to conventional construction. It suggests several measures to promote increased use of precast construction in India, such as investment in research, standardization of elements, training more engineers, and government incentives.
This presentation defines and enables the readers to understand the concept of modular construction and the aspects and applicability for the execution of modular construction.
The bundled tube structure meant that "buildings no longer need be boxlike in appearance: they could become sculpture." Hybrids. Hybrids include a varied category of structures where the basic concept of tube is used, and supplemented by other structural support(s).
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It is the presentation based on precast concrete construction which includes each and every point and scope which may be useful to civil engineering students
This presentation defines and enables the readers to understand the concept of modular construction and the aspects and applicability for the execution of modular construction.
The bundled tube structure meant that "buildings no longer need be boxlike in appearance: they could become sculpture." Hybrids. Hybrids include a varied category of structures where the basic concept of tube is used, and supplemented by other structural support(s).
framed tube structure
structure tube furniture
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tube structure design
tube frame building kits
tube structure buildings
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interesting civil engineering topics
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It is the presentation based on precast concrete construction which includes each and every point and scope which may be useful to civil engineering students
This presentation is an overview of Governments role in propagating the different types of Cost Effective technologies on several Government and local levels through various organisations.
A presentation that explains the various systems and techniques of employing steel and concrete to support long span structures. The range varies from conventional beams, to trusses and portal frames.
Prefabricated construction systems in India- Precast Status and needed ImpetusIEI GSC
Presentation on Prefabricated construction systems in India- Precast Status and needed Impetus by Prof S. K. Singh,Sr. Principal Scientist & Professor, AcSIR, CSIR-Central Building Research Institute, Roorkee at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Prefabrication is the practice of assembling components of a structure in a factory or other manufacturing site, and transporting them to the construction site where the structure is to be located.
Modular coordination is a concept of coordination of dimension and space, in which buildings and components are dimensioned and positioned in a term of a basic unit or module, known as ‘1M’ which is equivalent to 100 mm.
This presentation is an overview of Governments role in propagating the different types of Cost Effective technologies on several Government and local levels through various organisations.
A presentation that explains the various systems and techniques of employing steel and concrete to support long span structures. The range varies from conventional beams, to trusses and portal frames.
Prefabricated construction systems in India- Precast Status and needed ImpetusIEI GSC
Presentation on Prefabricated construction systems in India- Precast Status and needed Impetus by Prof S. K. Singh,Sr. Principal Scientist & Professor, AcSIR, CSIR-Central Building Research Institute, Roorkee at #33NCCE 33rd National Convention of Civil Engineers at #IEIGSC
Prefabrication is the practice of assembling components of a structure in a factory or other manufacturing site, and transporting them to the construction site where the structure is to be located.
Modular coordination is a concept of coordination of dimension and space, in which buildings and components are dimensioned and positioned in a term of a basic unit or module, known as ‘1M’ which is equivalent to 100 mm.
Analytical Comparison between Conventional Construction Technique and Precast...ijtsrd
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PRESENT APPLICATION OFRESOURCE MANAGEMENT IN PREFABRICATED AND IN-SITU CONSTR...civej
Currently, prefabricated building plays a leading role in construction. Mounting with the standardization
and mechanization, Prefabrication has brought an extensive transformation in the construction industry
around the world. Moreover the associated advancements to the local construction industry with the
espousal of more mechanization, intelligent management systems and computer aided manufacturing; the
wide-ranging use of prefabrication also contributes to sustainable development by means of cleaner and
more resources saving production process. The main aim of this paper is to present a prefabricated
construction based on time and cost utilization over than in-situ construction. Also forecast the general
idea about the development and application of prefabrication method in the construction of large-scale and
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construction companies. The results are shown by using management software tools.
Productivity has for many years been an issue for the construction site. This paper reviews current
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measured by monthly planned/targeted concrete and actual consumption of concrete data. Whereas targeted
concrete is the input value and actual consumption of concrete is the output of the productivity. Considering
single factor type of productivity i.e. concrete we have calculated the productivity for shell and core type of
contract. It also show few reasons, why productivity at construction site is reduced due to improper shuttering,
reinforcement activity.
Design Optimization of Reinforced Concrete Slabs Using Various Optimization T...ijtsrd
This paper presents Reinforced Concrete RC slab design optimization technique for finding the best design parameters that satisfy the project requirements both in terms of strength and serviceability criteria while keeping the overall construction cost to a minimum. In this paper four different types of RC slab design named as simply supported slab, one end continuous slab, both end continuous slab and cantilever slab are optimized using three different metaheuristic optimization algorithms named as Genetic Algorithms GA , Particle Swarm Optimization PSO and Gray Wolf Optimization GWO . The slabs with various end conditions are formulated according to the ACI code. The formulated problem contains three optimization variables, the thickness of the slab, steel bar diameter, and bar spacing while objective involves the minimization of overall cost of the structure which includes the cost of concrete, cost of reinforcement and the constraints involves the design requirement and ACI codes limit. The proposed method is developed using MATLAB. Finally, to validate the performance of the proposed algorithm the results are compared with the previously proposed algorithms. The comparison of results shows that the proposed method provides a significant improvement over the previously proposed algorithms. Dinesh Kumar Suryavanshi | Dr. Saleem Akhtar "Design Optimization of Reinforced Concrete Slabs Using Various Optimization Techniques" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd25231.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/25231/design-optimization-of-reinforced-concrete-slabs-using-various-optimization-techniques/dinesh-kumar-suryavanshi
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A COMPARATIVE STUDY ON PRECAST CONSTRUCTION AND CONVENTIONAL CONSTRUCTION FOR LOWCOST HOUSING by Shabaz Khan
1. A COMPARATIVE STUDY ON
PRECAST CONSTRUCTION AND
CONVENTIONAL CONSTRUCTION FOR
LOWCOST HOUSING
BY:
N.SHABAZ-18MCT0015
SCE, VIT
2. INTRODUCTION
• Precast concrete is a construction product produced by casting
concrete in a reusable mould or "form" which is then cured in a
controlled environment, transported to the construction site and
lifted into place ("tilt up").
• In contrast, standard concrete is poured into site-specific forms and
cured on site. Precast stone is distinguished from precast concrete
using a fine aggregate in the mixture, so the final product approaches
the appearance of naturally occurring rock or stone.
3. OBJECTIVE
The main objective of this project is to find out an optimal construction
technique which has a minimal cost and gives a minimum duration of
time by doing a comparative study between precast and conventional
construction.
• To compare the cost and time of precast construction vs conventional
construction.
• To determine the type of construction that would reduce the
construction cost.
• To determine the method of construction that would help to finish
the construction project in shorter duration.
4. SCOPE
• The scope of this study is to compare the conventional construction
and precast construction and the results arrived based on the cost
and duration of the project.
1. Construction can be done effectively so that the overall construction
cost could be saved.
2. The time duration of the project can be minimized in precast
construction.
3. Generally resources wastage is common in construction. The
effective construction process
5. S.NO: AUTHOR NAME OF THE
JOURNAL
TITLE ABSTRACT
1. Isabelina Nahmens et
al
Journal of
architectural
engineering/vol 18
issue 2-June 2012
Effects of lean
construction on
sustainability of
modular
homebuilding
investigated on UK housing market and
their usage of prefabrication.
Investigation of past experiences and
existing knowledge of prefabrication
has allowed several low cost techniques
to be summarized. These minimize the
initial investment and increase the
market value of UK house
constructions.
2. Yingchen et al IJCIET VOL 9,ISSUE
19,2010,PP 665-675
Decision support
for construction
method selection in
concrete buildings
prefabrication
adoption and
optimization
suggested to choose prefabrication is
highly based on experience and
familiarity and personal preference
rather than rigorous data. Methodical
assessment of an appropriate
construction method for a concrete
project has been found deficient. This
paper showcases a tool called
construction method selection model.
It helps to detect and evaluate the
feasibility of a project in prefabrication
at early stages.
6. S.NO: AUTHOR NAME OF THE
JOURNAL
TITLE ABSTRACT
3. Krish.RVillaitramani
and Dhruv.PHirani
IJIRAE VOL 1
ISSN:2349-
2163,PP 134-138
PREFABRICATION
CONSTRUCTION
FOR MASS
HOUSING IN
MUMBAI
reported on deals with the slum clearance in
Mumbai city. Benefits, Limitations and case
study of mass housing by prefabrication
method is successfully done. A review has
been carried out in this paper to plan,
analyze and design residential building using
prefabricated techniques in Mumbai,
bearing in mind, the cost of total
construction and planning of the building
are done in such a way that the maximum
area utilization is achieved for minimum
space and cost.
4. N. Dineshkumar and P.
Kathirvel
ISSN 2348-
7968,PP.527-532
COMPARATIVE
STUDY ON
CONSTRUCTION
WITH CAST IN SITU
CONSTRUCTION OF
RESIDENTIAL
BUILDING
investigated on the present situation of
precast in India. Suggestion for
improvement and study of cost effectiveness
for single and multi storey building.
Literature survey was done between
prefabricated and conventional structure. A
detailed investigation on both types of
construction was done.
7. S.NO: AUTHOR NAME OF THE
JOURNAL
TITLE ABSTRACT
5. OmidReza and
Baghchesaraei
IJAER ISSN 0973-
4562, VOL
10,PP.44258-
44262
USING
PREFABRICATION
SYSTEMS IN
BUILDING
CONSTRUCTION
interprets that prefabrication systems might
have some potential of increased use in
future because of their characteristics. This
paper clearly deals with the standardization
and customization involved in
prefabrication. Standardization and
Customization play such an important role in
prefabrication construction process.
6. V. Karthikeyan, E
Vinodhini
IJCIET_09_05_00
1 , Volume 9,
Issue 5, May
2018, pp. 1–8
STUDY ON
COMPARISON
BETWEEN
PREFABRICATED
AND
CONVENTIONAL
STRUCTURES
suggested that throws light on how there
new methods are evolving in selection of
material and construction .This new method
can improve productivity and quality of
work.It helps provide an organised body for
determining cost of construction
8. METHODOLOGY OF THE STUDY
General:
This chapter presents the method of the study on comparison of prefabrication
construction with conventional construction. A residential building is taken for
comparing and it includes the preparation of plan, data collection from precast
industry, estimation of quantities, and determination of project duration.
Plan Preparation:
Plan preparation is done for residential building to estimate the quantities of
conventional and precast constructions. A building is taken to estimate the
quantities.
Estimation Of Quantities:
Estimation is used to find out the requirement of the materials for both the
constructions. The details of the materials which are used in the construction from
the companies were collected. By getting these details we can estimate the
quantities of the materials. The estimation of quantities for the double storey
building is presented in
9. METHODOLOGY OF THE STUDY
Project Duration:
Project duration of the each construction was collected from the
similar companies and compares the time of completion period by
using Critical Path method with Primavera P6.gives the project duration
of precast and conventional construction of the building
Cost Analysis:
This is the main factor which is considered in the project is to find out
the comparison of cost analysis of A building for the prefab
construction and conventional construction. In this analysis we want to
consider the resources of labour, material and machineries
11. CASE STUDY
• For the purpose of comparison and analysis of conventional
technique and precast technique a case study is chosen.
• It is a real time project that is located near AMARAVATI (A.P). The
building is A Residential Building Being Constructed by Govt of AP For
Poor People Under NTR Housing Scheme.
• Cost estimation and scheduling will be done for the same building for
both precast construction and conventional construction.
12. Why Precast concrete?
• Precast concrete lowers total cost of construction in greater
extent.
• Precast also has lower lifetime costs than any other building
solution.
• It is possible due to high quality of industrially produced
products.
• Compared to cast-in-situ, precast uses less cement, less
water, less steel, and less labor.
• It produces less waste on the site and in the factory. This
makes CO2 footprint of precast much smaller than in cast-in-
situ construction.
13. Why Precast concrete?
• The including parameters will be comparing cost of precast concrete vs. cast in place
concrete (i.e. conventional) on following:
Cost comparison on:
• Material wastage at site.
• Labors policy, training, skills development.
• Money required for safety at site.
• Time required for completion of project.
• Heavy equipment cost machinery cost.
• Transportation cost.
• Rework if required.
• Money required achieving quality work.
• Shuttering material manufacturing cost, maintenance cost shuttering and deshutterig
cost.
• To find out how precast is cost efficient than cast in place.
14. COST AND TIME ANALYSIS OF CONVENTIONAL BUILDING:
S.NO DESCRIPTION COST
1 Sub Structure - (Site Cleaning, Earthwork, Foundation, soil
Filling & Consolidation)
1.75cr
2 Super Structure – (WallPanels,framing and Roofing Slabs.) 2.25cr
3 Finishing Works – (Electrical, Plumbing, Painting, Tiling &
Windows, Extra items)
1cr
Total Cost 5cr
S.NO DESCRIPTION TIME
1 Sub Structure - (Site Cleaning, Earthwork, Foundation, soil
Filling & Consolidation)
88days
2 Super Structure – (Wall Panels framing and Roofing Slabs.) 477days
3 Finishing Works – (Electrical, Plumbing, Painting, Tiling and
Windows, Extra items)
240days
Total Duration 605days
15. S.NO DESCRIPTION COST
1 Sub Structure - (Site Cleaning, Earthwork, Foundation, soil Filling &
Consolidation)
1.64cr
2 Super Structure – (Wall Panels framing and Roofing Slabs.) 2.11cr
3 Finishing Works – (Electrical, Plumbing, Painting, Tiling and Windows, Extra
items)
0.94cr
Total Cost 4.7cr
COST AND TIME ANALYSIS OF PREFABRICATED BUILDING:
S.NO DESCRIPTION TIME
1 Sub Structure - (Site Cleaning, Earthwork, Foundation, soil Filling &
Consolidation)
88days
2 Super Structure – (Wall Panels framing and Roofing Slabs.) 208days
3 Finishing Works – (Electrical, Plumbing, Painting, Tiling and Windows, Extra
items)
154days
Total Duration 450days
16. • Comparison Graphs of Cost and
Time for Conventional and
Prefabricated Structures Cost for
substructure is lesser in
prefabricated structures.
• The cost for superstructure is
almost equal in both cases.
Finishes shows a difference of
about 6 lakhs lesser in
prefabricated.
• The time for the sub structure is
almost equal in both prefab and
conventional construction.
• The superstructure in the
conventional methods takes 241
days more than prefabricated
structure, which helps to reduce
the total duration in
prefabrication by large extent.
• Finishes in conventional takes
114 more days than
prefabricated structure.
17.
18. • Comparison Graphs of Total Cost and Time for Conventional and Prefabricated
Structures
• The total project cost were calculated for both the constructions and shown in the
graph. It represents the cost of the prefabrication construction is lower than the
conventional construction by a small fraction.
• The difference in cost of the project difference is around 6% between the
prefabrication and conventional construction. This means that the prefabricated
structure proved to be economical.
19. The total project duration were calculated for both construction and shown in the graph. It
represents the duration of the prefabrication construction is lower than the conventional
construction.
The time duration of the project difference is 355 days between the prefabrication and
conventional construction. This contains very low time duration compared to the conventional
method for the structure.
20. CONSTRUCTION OF LOW COST HOUSING BUIDINGS UNDER PMAY
& NTR HOUSING SCHEME
SITE LOCATION: AP
24. MEASURES to PROMOTE the GROWTH OF PCC in
India:
Five major measures to promote the PCC in India are suggested in this
section.
• Investment in research and development
• Standardization of precast concrete elements:
• Increasing the number of qualified engineers and designer:
• Incentives for adopting PCC:
• Creation of land inventory:
25. MEASURES to PROMOTE the GROWTH OF PCC
in India:
Investment in research and development
• There is a developing requirement for innovative work in the territory
of associations and joints for precast solid frameworks for India.
• In the present situation, numerous pre-throwing firms are using
association frameworks, which are costly and guaranteed by outside
establishments and not by Indian experts or testing offices expanding
the expense.
26. MEASURES to PROMOTE the GROWTH OF PCC
in India:
Standardization of precast concrete elements:
• Indian construction industry and the open come up short on the trust in precast
solid frameworks for the ideal basic execution and quality as they have for
auxiliary steel items. Albeit precast solid components are made items similarly as
basic steel items, they loath more trust than steel items. This is on the grounds
that steel items are as of now institutionalized and are guaranteed.
• Different steel items come in various lengths and measurements and there is a
positive recognition inside the business. Credit for this goes to the IS benchmarks
that have encouraged the testing and confirmation forms for steel items. On
comparative lines, there is a need to institutionalize precast solid components.
• Confirmation of precast solid components requires great testing offices, which
are restricted in India. Some of them are accessible in the organizations of
national significance.
27. MEASURES to PROMOTE the GROWTH OF PCC
in India:
Increasing the number of qualified engineers and designer:
• There is a need to build the quantity of qualified creators and
designers for PCC in India. Different establishments can offer seminars
on 'Precast Concrete Design and Construction' in undergrad and
graduate dimensions.
• A few organizations are eager to present the courses; in any case, it
will set aside some effort to make an undeniable scholastic
educational module. It is conceivable to furnish an organized course
with a mechanical tie-up.
28. MEASURES to PROMOTE the GROWTH OF PCC
in India:
Incentives for adopting PCC:
• Government of India is intending to give motivations to the clients by
diminishing the Stamp Duty of current 7 percent to an ostensible
incentive for precast solid lodging ventures for LIG and EWS
gatherings.
• This would help in expanding the interest for precast solid items.
More such plans can be actualized by the focal and state
governments. Another parallel impetus that can be actualized is the
unwinding in the Excise Duty for PCC. In this manner, both interest
and supply would be boosted.
29. MEASURES to PROMOTE the GROWTH OF PCC
in India:
• Creation of land inventory:
• There is a need to make a land stock for states and urban
communities, which can be utilized as Special Residential Zones.
These private zones, whenever developed with precasting
innovations, ought to give nearby assembling base to precast solid
activities.
• Government ought to likewise plan to decrease the time taken for the
endorsement of substantial precast solid lodging ventures. Decrease
in the endorsement time, money related advantages, and different
motivations would give the market a motivator to go for PCC
30. DISCUSSIONS:
• In general, there are two systems used by the precaster for the private structure
areas, one is Framed structure and the other is divider and piece framework.
• The contractual worker can pick one of these frameworks to be received for
construction works and there are favorable circumstances and hindrances in both
the frameworks.
• In the precast confined structure, the structure is on a par with conventional
strategy for construction and the contractual worker is allowed to utilize light
weight square works, which decreases the heap on the structure and there will
be some significant funds in establishment fills in also and here again the
temporary worker needs to draw in colossal work solidarity to finish the
assignment.
• In the divider and chunk framework, the brick work works is nearly disposed of
and the divider thickness is a lot lesser than the tradition framework which gives
bigger floor covering region, however there will be some expansion in the
expense as the RCC divider replaces the light weight squares.
31. CONCLUSION:
• The fundamental objectives of the work have been accomplished.
• The aggregate cost and length have been resolved for both prefab and ordinary development And
additionally we had thought about the focal points and detriments of both construction and traditional
development by the overview directed.
• The examination shows there isn't a colossal cost contrast between the techniques (6%), prefab being
more temperate in tall structures when contrasted with regular. In the meantime the prefab
development diminishes the undertaking length, lessened by 335 days when contrasted with the
ordinary.
• Because of overview we had Study on Comparison between Prefabricated and Conventional Structures
realized that the prefab development have more points of interest and obtainment in industrialized,
substantial frameworks.
• Materials that have turned out to be profoundly particular, with specialist vacillations in cost and
accessibility, can be accumulated at construction shops or processing plants. Moreover, the
institutionalization of building segments makes it workable for development to occur where the crude
material is minimum costly.
• To decide if construction is a decent choice you have to consider. Proper cost analysis and planning can
help to achieve at an economical estimate for prefab construction. Educating student’s trainers and
even labourers more about prefabrication in depth will help provide more trained and educated work
force for prefabrication.
• It can also change the conventional mindset of people and accept to try modern construction methods.
Use of standardized elements from companies that have variety of options to choose from can help
make structure unique.
• One time investment in good quality lifting machines and proper maintenance can help in further
savings.
32. REFERENCES :
• 1. CREDAI (2014). “Assessing the Economic Impact of the Real Estate
Sector.” The Confederation of Real Estate Developers’ Associations of India
(CREDAI).
• 2.Arditi, D., Ergin, U., and Gunhan , S (2000). “Factors affecting the use of
precast concrete system.” Journal of Architectural Engineering,6(3), 79-86.
• 3.Wadwa, K., N., Kumar, N.,(2009) “Affordable housing For Urban Poor.”
National Resource center, School of Planning and Architecture, New Delhi..
• 4..MGI (2014). “A blueprint for addressing affordable housing Challenge ”
McKinsey Global Institute, October – 2014
• 5. Chaitanya, R., and Goyal, (2013). “Casting a Concrete Future: Indian Pre-
Cast concrete Building Industry.” The Masterbuilder magazine, Volume 15
(4), 121-126.