SlideShare a Scribd company logo
1 of 15
Download to read offline
REGIONAL DIRECTOR (HIGHWAY & BRIDGES)
AECOM INDIA PVT. LTD, GURGAON, INDIA
Navigating NH Precast Concrete
Policy from AE/IE’s Perspective
23 June 2022
Discussion on
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
MORTH’s POLICY ON USE OF PRECAST CONCRETE
An Official Circular “RW/NH-34049/01 /2020-S&R (B)” dated 8th April
2022 has been issued to encourage the use of the precast concrete
elements for Accelerated Bridge Construction with Factory Made
Products
Policy covers MORTH’s planning to ensure the use of factory
manufactured precast concrete elements within 100 Km radius of
the Factory with mandatory usage of 25% of total concrete volume
of superstructure work. [Policy may further be extended to
substructure (precast abutments & piers)]
Upcoming Contract/Concession agreement documents shall be
framed to include the provision of mandatory use of factory
manufactured precast concrete elements in projects.
This initiative will also help in promoting the Growth of MSME
Sector and provide opportunity for new jobs.
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
Present Scenario in the Country
In recent years, Precast and prefab construction for the bridge
superstructure has become a first choice for the construction agencies
working on number of National Highway Projects and other important
bridge, elevated viaduct and flyover projects in terms of gain in quality, cost
and time.
Most popular forms of precast construction are full span precast planks
(solid, voided & boxed) and girders for span range from 10m to 45m and
precast segmental type for generally longer spans.
At present, all such precast concrete elements are normally produced by
the construction agencies by setting up a casting yard for the project.
There is no obligation to the construction agencies to use precast or cast-
in-situ type construction for longitudinal construction (i.e. superstructure)
and vertical construction (i.e. Piers & Abutments) under present EPC or
HAM Contract Agreements.
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
AE / IE’s Perspective on Precast Concrete Policy
In view of this policy, It must be ensured the availability of Standard
Technical Specifications for Design and Construction of Factory-made
Precast Concrete Elements with use of different methods and
equipment with complete Quality Assurance.
AE/IE will be expected to explore various aspects that should be
considered during constructability reviews and working in tandem with
precast industry at various levels in terms of their products, capacity,
quality and supply for effective delivery to the project.
AE/IE’s engineer will need to check potential erection methods as
proposed by the Contractor with due consideration to different
construction risks and hazards in order to ensure that a bridge can be
built within a given construction time schedule.
However, contractor will be fully responsible for the means and
methods of building the bridge with precast concrete elements.
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
AE / IE’s Perspective on Precast Concrete Policy
AE/IE will review the Shipping Dimensions of the Precast Element to be
transported to the expected construction site.
Longer elements can be shipped with specialty hauling equipment, but
problems may arise with turning radii on local roads
Shipping length is normally not an issue in rural and open areas.
However, it can be a significant problem in urban areas and hilly area
having frequent bends. Hence, maximum length of precast elements
will be decided in consideration with transportation facility and supply
route. However on-site splicing/jointing of precast elements may be
adopted to form complete span.
Length of the precast element will also be restricted for its shipping
weight if there are load restricted bridges in the area.
AE/IE will also review the details of equipment required to execute the
construction and their effectiveness
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
AE / IE’s Perspective on Precast Concrete Policy
List of certified fabrication plants for precast concrete products will be
submitted by the Contractor for getting approval from AE/IE for
procurement of the precast items.
AE/IE may propose additional geotechnical investigations in order to
determine the suitability of the ground to support the heavy cranes and
other equipment.
AE/IE will examine the designs and drawings as furnished by the
Contractor’s designer in conformity with proposed erection method
statement.
AE/IE will not allow lifting of precast units without use of proper spreader
beams to avoid any inadvertent stresses and cracks.
AE/IE will ensure the connection/jointing tolerances of precast units as per
design standards.
AE/IE will judiciously decide the implementation of the MORTH’s Policy
considering the project location, availability of manufacturing units and their
connectivity and requirement of the precast product.
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
AE / IE’s Perspective on Precast Concrete Policy
From AE/IE’s perspective, it is desirable that MORTH/IRC must publish
a complete manual under its precast concrete policy comprising
“Engineering Design, Fabrication and Erection of Prefabricated Bridge
Elements and Systems”.
There must be a training/familiarization programme and certification
course from MORTH/IRC for AE/IE engineers in view to enhance their
knowledge and understanding to implement the work with established
standards and quality.
There must be an initiative from MORT/IRC to develop standard design
and the drawing data for different precast concrete units (viz. beams,
panels, walls, box section for culverts and closed drains) using either
normal concrete or UHPC or UHPFRC with their direct reference in
Contract. This will be followed by all expected bidders and will help
AE/IE for an early review.
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
Precast & Prefabricated Bridge Elements and Systems
(For General References only)
 Precast Concrete Pier
 Fully fabricated Composite Concrete Filled Steel Tube Pier/Column
 Precast Concrete Tee-Girders, U-Girders
 Precast Concrete Deck Slab (Solid / voided)
Accelerated Construction Methods for Bridge Structures
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
Vertical Precast Construction
Precast Abutments & Piers
Concrete Filled
Steel Tube
Column/Pier
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
Longitudinal Precast Construction
Precast deck on precast concrete girders Total Bridge Prefabrication
Adjacent Deck Bulb Tees
Adjacent Double Tees
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
RFP Document from AE / IE’s Perspective
Minimum dimensional and material requirement of the factory-made
precast units to ensure their durability for 100 years life.
Details of the empanelled vendors from MORTH/IRC having establishment
in 100 Km radius of the project location.
Relevant applicable Indian and other International design and construction
standards to be referred in AE/IE’s review and approval.
Specific mention of the structure locations where use of factory made
precast concrete components are desirable under the project.
RFP must include potential cost of factory-made concrete products for any
probable change with cast-in-situ to determine the case of COS and
provision of the extra time (EOT)
Permission of SPMTs and hauling permits for transportation. Insurance
Cover. Acceptance criteria for precast units with cracks and other defects.
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
Precast Concrete vs. Cast In Situ Concrete
Construction Programme and Cost: Some international studies (FHWA) show the
saving in time around 25% and in cost around 8-10% while using PC
Speed of Construction: No delay to gain
strength at site
But CIS concrete needs generally
minimum 28 days for gaining strength
No delay of precast production due to
inclement weather condition of Site
CIS concreting can only be done during
fair/normal weather condition.
precast concrete usually requires small
amounts of skilled laborers to install.
CIS concrete requires more work done in
preparing the ingredients, mixing, pouring,
and curing the concrete
several other tasks are usually completed
parallelly at site to ensure construction
continues as expected
No such benefit of time in case of CIS
concrete as all activities are carried out at
site.
Very limited cost for formwork & shuttering
material. Cost of erection & transportation
of PC products.
CIS concrete needs formwork, shuttering
material etc and it generally becomes
scrap at the end the project
Concrete cover can be reduced. This
helps in optimizing the PC design
Concrete cover is more for the case of
CIS Concrete
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective
Engineer’s Opinion on use of Precast Concrete
A survey from Opinions of Design Engineers, Construction Engineers and Quantity Surveyors
using Relative Important Index (RII)
[1 : Poor, 2 : Unsatisfactory, 3 : Average, 4 : Good, 5 : Excellent]
23rd June, 2022
Navigating NH Precast Concrete
Policy from AE / IE’s Perspective

More Related Content

Similar to Pre_Cast Concrete - AE & IE Perspective by Shri Shailesh Rastogi .pdf

NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...
NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...
NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...IRJET Journal
 
Cv of Shadrul with Pic
Cv of Shadrul with PicCv of Shadrul with Pic
Cv of Shadrul with PicShadrul Hasan
 
a7766a66-60cf-4b87-9b85-d6fabb6d8731.pdf
a7766a66-60cf-4b87-9b85-d6fabb6d8731.pdfa7766a66-60cf-4b87-9b85-d6fabb6d8731.pdf
a7766a66-60cf-4b87-9b85-d6fabb6d8731.pdfNISARDEEN2
 
Abi Ninan Joseph cv 10-01-2016
Abi Ninan Joseph cv  10-01-2016Abi Ninan Joseph cv  10-01-2016
Abi Ninan Joseph cv 10-01-2016Abi Joseph
 
Brief Profile Sanjeev Kadam - 2016
Brief Profile Sanjeev Kadam -    2016Brief Profile Sanjeev Kadam -    2016
Brief Profile Sanjeev Kadam - 2016sanjeev kadam
 
IBS - Individual Assignment (Time comparison between IBS & traditional constr...
IBS - Individual Assignment (Time comparison between IBS & traditional constr...IBS - Individual Assignment (Time comparison between IBS & traditional constr...
IBS - Individual Assignment (Time comparison between IBS & traditional constr...Haziq1511
 
CV_for_Mohamed_Hashim1
CV_for_Mohamed_Hashim1CV_for_Mohamed_Hashim1
CV_for_Mohamed_Hashim1Mohamed Hashim
 
Performance of ibs precast concrete beam column connections under earthquake ...
Performance of ibs precast concrete beam column connections under earthquake ...Performance of ibs precast concrete beam column connections under earthquake ...
Performance of ibs precast concrete beam column connections under earthquake ...Ramin Vaghei
 
EDUARDO H. PARE CV - CIRCA - 04.07.2021
EDUARDO H. PARE CV - CIRCA - 04.07.2021EDUARDO H. PARE CV - CIRCA - 04.07.2021
EDUARDO H. PARE CV - CIRCA - 04.07.2021Eduardo H. Pare
 
MANOGARN RESUMEN (3).pdf
MANOGARN RESUMEN (3).pdfMANOGARN RESUMEN (3).pdf
MANOGARN RESUMEN (3).pdfmanogaran16
 
Ceb 706 design of reinforeced and presressed concrete updated!
Ceb 706 design of reinforeced and presressed concrete updated!Ceb 706 design of reinforeced and presressed concrete updated!
Ceb 706 design of reinforeced and presressed concrete updated!vishwaleenram
 

Similar to Pre_Cast Concrete - AE & IE Perspective by Shri Shailesh Rastogi .pdf (20)

NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...
NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...
NOVEL METHODS AND MATERIALS FOR CONCRETE FLOOR SLAB CONSTRUCTION FOR SMALL FA...
 
PWD Road cutting Trenching of PWD roads by KWA Modified Guidelines 14.02.202...
PWD Road cutting Trenching of PWD roads by KWA  Modified Guidelines 14.02.202...PWD Road cutting Trenching of PWD roads by KWA  Modified Guidelines 14.02.202...
PWD Road cutting Trenching of PWD roads by KWA Modified Guidelines 14.02.202...
 
Cv of Shadrul with Pic
Cv of Shadrul with PicCv of Shadrul with Pic
Cv of Shadrul with Pic
 
A PRESENTATION ON PREFABRICATED STRUCTURES
A PRESENTATION ON PREFABRICATED STRUCTURES A PRESENTATION ON PREFABRICATED STRUCTURES
A PRESENTATION ON PREFABRICATED STRUCTURES
 
a7766a66-60cf-4b87-9b85-d6fabb6d8731.pdf
a7766a66-60cf-4b87-9b85-d6fabb6d8731.pdfa7766a66-60cf-4b87-9b85-d6fabb6d8731.pdf
a7766a66-60cf-4b87-9b85-d6fabb6d8731.pdf
 
Abi Ninan Joseph cv 10-01-2016
Abi Ninan Joseph cv  10-01-2016Abi Ninan Joseph cv  10-01-2016
Abi Ninan Joseph cv 10-01-2016
 
Brief Profile Sanjeev Kadam - 2016
Brief Profile Sanjeev Kadam -    2016Brief Profile Sanjeev Kadam -    2016
Brief Profile Sanjeev Kadam - 2016
 
CV of KP Tomy
CV of KP TomyCV of KP Tomy
CV of KP Tomy
 
IBS - Individual Assignment (Time comparison between IBS & traditional constr...
IBS - Individual Assignment (Time comparison between IBS & traditional constr...IBS - Individual Assignment (Time comparison between IBS & traditional constr...
IBS - Individual Assignment (Time comparison between IBS & traditional constr...
 
CV_for_Mohamed_Hashim1
CV_for_Mohamed_Hashim1CV_for_Mohamed_Hashim1
CV_for_Mohamed_Hashim1
 
Performance of ibs precast concrete beam column connections under earthquake ...
Performance of ibs precast concrete beam column connections under earthquake ...Performance of ibs precast concrete beam column connections under earthquake ...
Performance of ibs precast concrete beam column connections under earthquake ...
 
bio data 1
bio data 1bio data 1
bio data 1
 
EDUARDO H. PARE CV - CIRCA - 04.07.2021
EDUARDO H. PARE CV - CIRCA - 04.07.2021EDUARDO H. PARE CV - CIRCA - 04.07.2021
EDUARDO H. PARE CV - CIRCA - 04.07.2021
 
cv for Project Engineer
cv for Project Engineercv for Project Engineer
cv for Project Engineer
 
MANOGARN RESUMEN (3).pdf
MANOGARN RESUMEN (3).pdfMANOGARN RESUMEN (3).pdf
MANOGARN RESUMEN (3).pdf
 
Ceb 706 design of reinforeced and presressed concrete updated!
Ceb 706 design of reinforeced and presressed concrete updated!Ceb 706 design of reinforeced and presressed concrete updated!
Ceb 706 design of reinforeced and presressed concrete updated!
 
JH CV
JH CVJH CV
JH CV
 
sharndencv
sharndencvsharndencv
sharndencv
 
M.s. resume 150316
M.s. resume 150316M.s. resume 150316
M.s. resume 150316
 
muneer qc cv
muneer qc cv muneer qc cv
muneer qc cv
 

Recently uploaded

Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...Dr.Costas Sachpazis
 
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...roncy bisnoi
 
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxIntroduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxupamatechverse
 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSISrknatarajan
 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxAsutosh Ranjan
 
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Dr.Costas Sachpazis
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxupamatechverse
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...Call Girls in Nagpur High Profile
 
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)Suman Mia
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls in Nagpur High Profile
 
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdfankushspencer015
 
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).pptssuser5c9d4b1
 
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...ranjana rawat
 
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escortsranjana rawat
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...ranjana rawat
 
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...Soham Mondal
 
UNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular ConduitsUNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular Conduitsrknatarajan
 
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete RecordCCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete RecordAsst.prof M.Gokilavani
 
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130Suhani Kapoor
 

Recently uploaded (20)

Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
Sheet Pile Wall Design and Construction: A Practical Guide for Civil Engineer...
 
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
Call Girls Pimpri Chinchwad Call Me 7737669865 Budget Friendly No Advance Boo...
 
Introduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptxIntroduction and different types of Ethernet.pptx
Introduction and different types of Ethernet.pptx
 
UNIT-III FMM. DIMENSIONAL ANALYSIS
UNIT-III FMM.        DIMENSIONAL ANALYSISUNIT-III FMM.        DIMENSIONAL ANALYSIS
UNIT-III FMM. DIMENSIONAL ANALYSIS
 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
 
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
Structural Analysis and Design of Foundations: A Comprehensive Handbook for S...
 
Introduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptxIntroduction to IEEE STANDARDS and its different types.pptx
Introduction to IEEE STANDARDS and its different types.pptx
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
 
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)Software Development Life Cycle By  Team Orange (Dept. of Pharmacy)
Software Development Life Cycle By Team Orange (Dept. of Pharmacy)
 
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service NashikCall Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
 
AKTU Computer Networks notes --- Unit 3.pdf
AKTU Computer Networks notes ---  Unit 3.pdfAKTU Computer Networks notes ---  Unit 3.pdf
AKTU Computer Networks notes --- Unit 3.pdf
 
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
247267395-1-Symmetric-and-distributed-shared-memory-architectures-ppt (1).ppt
 
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
(SHREYA) Chakan Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Esc...
 
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur EscortsHigh Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
 
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
OSVC_Meta-Data based Simulation Automation to overcome Verification Challenge...
 
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINEDJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
DJARUM4D - SLOT GACOR ONLINE | SLOT DEMO ONLINE
 
UNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular ConduitsUNIT-II FMM-Flow Through Circular Conduits
UNIT-II FMM-Flow Through Circular Conduits
 
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete RecordCCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
CCS335 _ Neural Networks and Deep Learning Laboratory_Lab Complete Record
 
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
VIP Call Girls Service Kondapur Hyderabad Call +91-8250192130
 

Pre_Cast Concrete - AE & IE Perspective by Shri Shailesh Rastogi .pdf

  • 1. REGIONAL DIRECTOR (HIGHWAY & BRIDGES) AECOM INDIA PVT. LTD, GURGAON, INDIA Navigating NH Precast Concrete Policy from AE/IE’s Perspective 23 June 2022 Discussion on
  • 2. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective MORTH’s POLICY ON USE OF PRECAST CONCRETE An Official Circular “RW/NH-34049/01 /2020-S&R (B)” dated 8th April 2022 has been issued to encourage the use of the precast concrete elements for Accelerated Bridge Construction with Factory Made Products Policy covers MORTH’s planning to ensure the use of factory manufactured precast concrete elements within 100 Km radius of the Factory with mandatory usage of 25% of total concrete volume of superstructure work. [Policy may further be extended to substructure (precast abutments & piers)] Upcoming Contract/Concession agreement documents shall be framed to include the provision of mandatory use of factory manufactured precast concrete elements in projects. This initiative will also help in promoting the Growth of MSME Sector and provide opportunity for new jobs.
  • 3. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective Present Scenario in the Country In recent years, Precast and prefab construction for the bridge superstructure has become a first choice for the construction agencies working on number of National Highway Projects and other important bridge, elevated viaduct and flyover projects in terms of gain in quality, cost and time. Most popular forms of precast construction are full span precast planks (solid, voided & boxed) and girders for span range from 10m to 45m and precast segmental type for generally longer spans. At present, all such precast concrete elements are normally produced by the construction agencies by setting up a casting yard for the project. There is no obligation to the construction agencies to use precast or cast- in-situ type construction for longitudinal construction (i.e. superstructure) and vertical construction (i.e. Piers & Abutments) under present EPC or HAM Contract Agreements.
  • 4.
  • 5. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective AE / IE’s Perspective on Precast Concrete Policy In view of this policy, It must be ensured the availability of Standard Technical Specifications for Design and Construction of Factory-made Precast Concrete Elements with use of different methods and equipment with complete Quality Assurance. AE/IE will be expected to explore various aspects that should be considered during constructability reviews and working in tandem with precast industry at various levels in terms of their products, capacity, quality and supply for effective delivery to the project. AE/IE’s engineer will need to check potential erection methods as proposed by the Contractor with due consideration to different construction risks and hazards in order to ensure that a bridge can be built within a given construction time schedule. However, contractor will be fully responsible for the means and methods of building the bridge with precast concrete elements.
  • 6. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective AE / IE’s Perspective on Precast Concrete Policy AE/IE will review the Shipping Dimensions of the Precast Element to be transported to the expected construction site. Longer elements can be shipped with specialty hauling equipment, but problems may arise with turning radii on local roads Shipping length is normally not an issue in rural and open areas. However, it can be a significant problem in urban areas and hilly area having frequent bends. Hence, maximum length of precast elements will be decided in consideration with transportation facility and supply route. However on-site splicing/jointing of precast elements may be adopted to form complete span. Length of the precast element will also be restricted for its shipping weight if there are load restricted bridges in the area. AE/IE will also review the details of equipment required to execute the construction and their effectiveness
  • 7. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective AE / IE’s Perspective on Precast Concrete Policy List of certified fabrication plants for precast concrete products will be submitted by the Contractor for getting approval from AE/IE for procurement of the precast items. AE/IE may propose additional geotechnical investigations in order to determine the suitability of the ground to support the heavy cranes and other equipment. AE/IE will examine the designs and drawings as furnished by the Contractor’s designer in conformity with proposed erection method statement. AE/IE will not allow lifting of precast units without use of proper spreader beams to avoid any inadvertent stresses and cracks. AE/IE will ensure the connection/jointing tolerances of precast units as per design standards. AE/IE will judiciously decide the implementation of the MORTH’s Policy considering the project location, availability of manufacturing units and their connectivity and requirement of the precast product.
  • 8. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective AE / IE’s Perspective on Precast Concrete Policy From AE/IE’s perspective, it is desirable that MORTH/IRC must publish a complete manual under its precast concrete policy comprising “Engineering Design, Fabrication and Erection of Prefabricated Bridge Elements and Systems”. There must be a training/familiarization programme and certification course from MORTH/IRC for AE/IE engineers in view to enhance their knowledge and understanding to implement the work with established standards and quality. There must be an initiative from MORT/IRC to develop standard design and the drawing data for different precast concrete units (viz. beams, panels, walls, box section for culverts and closed drains) using either normal concrete or UHPC or UHPFRC with their direct reference in Contract. This will be followed by all expected bidders and will help AE/IE for an early review.
  • 9. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective Precast & Prefabricated Bridge Elements and Systems (For General References only)  Precast Concrete Pier  Fully fabricated Composite Concrete Filled Steel Tube Pier/Column  Precast Concrete Tee-Girders, U-Girders  Precast Concrete Deck Slab (Solid / voided) Accelerated Construction Methods for Bridge Structures
  • 10. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective Vertical Precast Construction Precast Abutments & Piers Concrete Filled Steel Tube Column/Pier
  • 11. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective Longitudinal Precast Construction Precast deck on precast concrete girders Total Bridge Prefabrication Adjacent Deck Bulb Tees Adjacent Double Tees
  • 12. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective RFP Document from AE / IE’s Perspective Minimum dimensional and material requirement of the factory-made precast units to ensure their durability for 100 years life. Details of the empanelled vendors from MORTH/IRC having establishment in 100 Km radius of the project location. Relevant applicable Indian and other International design and construction standards to be referred in AE/IE’s review and approval. Specific mention of the structure locations where use of factory made precast concrete components are desirable under the project. RFP must include potential cost of factory-made concrete products for any probable change with cast-in-situ to determine the case of COS and provision of the extra time (EOT) Permission of SPMTs and hauling permits for transportation. Insurance Cover. Acceptance criteria for precast units with cracks and other defects.
  • 13. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective Precast Concrete vs. Cast In Situ Concrete Construction Programme and Cost: Some international studies (FHWA) show the saving in time around 25% and in cost around 8-10% while using PC Speed of Construction: No delay to gain strength at site But CIS concrete needs generally minimum 28 days for gaining strength No delay of precast production due to inclement weather condition of Site CIS concreting can only be done during fair/normal weather condition. precast concrete usually requires small amounts of skilled laborers to install. CIS concrete requires more work done in preparing the ingredients, mixing, pouring, and curing the concrete several other tasks are usually completed parallelly at site to ensure construction continues as expected No such benefit of time in case of CIS concrete as all activities are carried out at site. Very limited cost for formwork & shuttering material. Cost of erection & transportation of PC products. CIS concrete needs formwork, shuttering material etc and it generally becomes scrap at the end the project Concrete cover can be reduced. This helps in optimizing the PC design Concrete cover is more for the case of CIS Concrete
  • 14. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective Engineer’s Opinion on use of Precast Concrete A survey from Opinions of Design Engineers, Construction Engineers and Quantity Surveyors using Relative Important Index (RII) [1 : Poor, 2 : Unsatisfactory, 3 : Average, 4 : Good, 5 : Excellent]
  • 15. 23rd June, 2022 Navigating NH Precast Concrete Policy from AE / IE’s Perspective