Development AND IMPROVEMENT OF MAULANA SHAUKATALI ROAD VIA KARIM BLOCK MARKET TO MULTAN ROAD, LAHORE
Area:-
• From thokar {3.5 km}
• From grounds {1.2 km}
• From Jinnah healing facility {0.7km}
• from site to multan street {4 km}
motivation behind undertaking :-
1. To enhance portability circumstance,
2. enhance openness to region around the University of the Punjab and waterway street.
3. Save the time.
4. Provide office for this zone
Notable elements
Begin date:15th of October 2014
Fruition date:31st of December 2014
Customer:-
{tepa:Traffic Engineering Planning Agency }
{ lda: Lahore Development Authority }
Lahore Development Authority is in charge of new arranged advancement in Lahore, Punjab, Pakistan. It additionally controls and issues licenses for new development and lodging ventures, private houses, and business advancement. It likewise deals with Lahore's parks and green regions.
• Consultant:-
EA Consulting Pvt Ltd. EA is a full administration Engineering, Architecture and Project Management firm, Headquarter in Karachi, Pakistan with an assorted qualities of orders and aptitude in numerous administrations. EA has effectively finished activities of Schools, Colleges, Residential Buildings, Heavy Industries, Bridge and Highways, Water Supply and Sewerage, Hospitals, Town Planning, Flood Control, Topographical Surveys and in addition Electrical and Mechanical Installation and HVAC Projects in Pakistan.EA has likewise done tasks of Bridges, Highways and Buildings in UAE.
Contractual worker:-
AKB-IKAN-JV
Evaluated cost:-
Rs 1.724 billion
Soil strata:-
The sort of soil found at venture is silty dirt.
Underpass:-
The aggregate length of underpass is 450 meters having one barrel up incline and down slope. Underpass is 3 path having width of 14.25m. Clear stature of underpass is 5.1 meter.
Exhausting Type:-
Mechanical dry twist drill drilling have been utilized at site.
Heaps:-
Another system for heap development known as "secant heaps" has been utilized at this anticipate. The aggregate number of heaps are 916. Heaps are essentially of two sorts.
(a) Male unbending headed heaps
(b) Female delicate headed heaps
Male Piles: These heaps comprises of fortification on the grounds that these are burden bearing heaps. These were utilized underneath the deck chunk and 2 stretchers on the both sides of barrel.
Female heaps: are just PCC having no fortification. These heaps are not stack bearing. These heaps were utilized as a part of the zones of less profundity.
Development Method:
The heaps are developed in a manner that male heaps are punched to the female heaps in a manner that there is cover between the male and female heaps. The width of both sorts is same i: e 750 mm. Profundity of heaps fluctuates between 8-10m.Pile profundity is 15 m and increasingly where the profundity is high and less in the bits of begin of all over incline.
Male and female heaps have been utilized then again where there is profundity and vertical burden is less.
Solid quality utilized for heaps is 4000 psi
Guide shaft before heap development
Heaps after development.
Topping Beam:
A topping shaft is given on the heaps on both side of barrel to hold the heaps development vertical. It is given to keep the tilting of shaft. The pillar is 1m profound and 750mm thick equivalent to the heaps measurement
Topping shaft over the heaps
Deck chunk :The deck section having thickness of 1m is set on the heaps. The profundity of heaps underneath the deck chunk is 15 m and all are male inflexible headed. The chunk is 30 mlong and 16.75 m width. Concrete compressive quality of 4000 psi.
Approach chunk
Approach chunk having length equivalent to the length of deck piece and width 5m has been utilized at undertaking. Approach section is given close to the principle chunk in light of the fact that close to the piece the compacting exertion is troublesome and there is a danger of settlement close to the edges of piece. So the methodology section keep this danger.
Approach chunk
Street
Mulanashaokatali street is stretched out to multan street through karim piece. Complete length of street is 3.4 kilometers. It is three path double carriage route street with every path 12 ft wide. 24 feet wide administration path is likewise given on either side.
Shortcreating
Amid development because of a few issues in exhausting, there is a crevice between two heaps. To cover this crevice and to make heap surface plane short making with 3" thickness is being completed.
Readiness for short creeting Piles in the wake of shortcreating
Accumulation chamber:
A gathering great has been built by dry sinking technique to gather downpour water of underpass catchment.
Remarks
• The visit was extremely useful
• Secant heap procedure is new to be utilized as a part of Lahore.
• It is worthwhile on the grounds that there is no compelling reason to develop the different holding divider. These heaps will satisfy the motivation behind divider
• The venture is helpful one might say that it will encourage a great many vehicles for every day on channel street.
Area:-
• From thokar {3.5 km}
• From grounds {1.2 km}
• From Jinnah healing facility {0.7km}
• from site to multan street {4 km}
motivation behind undertaking :-
1. To enhance portability circumstance,
2. enhance openness to region around the University of the Punjab and waterway street.
3. Save the time.
4. Provide office for this zone
Notable elements
Begin date:15th of October 2014
Fruition date:31st of December 2014
Customer:-
{tepa:Traffic Engineering Planning Agency }
{ lda: Lahore Development Authority }
Lahore Development Authority is in charge of new arranged advancement in Lahore, Punjab, Pakistan. It additionally controls and issues licenses for new development and lodging ventures, private houses, and business advancement. It likewise deals with Lahore's parks and green regions.
• Consultant:-
EA Consulting Pvt Ltd. EA is a full administration Engineering, Architecture and Project Management firm, Headquarter in Karachi, Pakistan with an assorted qualities of orders and aptitude in numerous administrations. EA has effectively finished activities of Schools, Colleges, Residential Buildings, Heavy Industries, Bridge and Highways, Water Supply and Sewerage, Hospitals, Town Planning, Flood Control, Topographical Surveys and in addition Electrical and Mechanical Installation and HVAC Projects in Pakistan.EA has likewise done tasks of Bridges, Highways and Buildings in UAE.
Contractual worker:-
AKB-IKAN-JV
Evaluated cost:-
Rs 1.724 billion
Soil strata:-
The sort of soil found at venture is silty dirt.
Underpass:-
The aggregate length of underpass is 450 meters having one barrel up incline and down slope. Underpass is 3 path having width of 14.25m. Clear stature of underpass is 5.1 meter.
Exhausting Type:-
Mechanical dry twist drill drilling have been utilized at site.
Heaps:-
Another system for heap development known as "secant heaps" has been utilized at this anticipate. The aggregate number of heaps are 916. Heaps are essentially of two sorts.
(a) Male unbending headed heaps
(b) Female delicate headed heaps
Male Piles: These heaps comprises of fortification on the grounds that these are burden bearing heaps. These were utilized underneath the deck chunk and 2 stretchers on the both sides of barrel.
Female heaps: are just PCC having no fortification. These heaps are not stack bearing. These heaps were utilized as a part of the zones of less profundity.
Development Method:
The heaps are developed in a manner that male heaps are punched to the female heaps in a manner that there is cover between the male and female heaps. The width of both sorts is same i: e 750 mm. Profundity of heaps fluctuates between 8-10m.Pile profundity is 15 m and increasingly where the profundity is high and less in the bits of begin of all over incline.
Male and female heaps have been utilized then again where there is profundity and vertical burden is less.
Solid quality utilized for heaps is 4000 psi
Guide shaft before heap development
Heaps after development.
Topping Beam:
A topping shaft is given on the heaps on both side of barrel to hold the heaps development vertical. It is given to keep the tilting of shaft. The pillar is 1m profound and 750mm thick equivalent to the heaps measurement
Topping shaft over the heaps
Deck chunk :The deck section having thickness of 1m is set on the heaps. The profundity of heaps underneath the deck chunk is 15 m and all are male inflexible headed. The chunk is 30 mlong and 16.75 m width. Concrete compressive quality of 4000 psi.
Approach chunk
Approach chunk having length equivalent to the length of deck piece and width 5m has been utilized at undertaking. Approach section is given close to the principle chunk in light of the fact that close to the piece the compacting exertion is troublesome and there is a danger of settlement close to the edges of piece. So the methodology section keep this danger.
Approach chunk
Street
Mulanashaokatali street is stretched out to multan street through karim piece. Complete length of street is 3.4 kilometers. It is three path double carriage route street with every path 12 ft wide. 24 feet wide administration path is likewise given on either side.
Shortcreating
Amid development because of a few issues in exhausting, there is a crevice between two heaps. To cover this crevice and to make heap surface plane short making with 3" thickness is being completed.
Readiness for short creeting Piles in the wake of shortcreating
Accumulation chamber:
A gathering great has been built by dry sinking technique to gather downpour water of underpass catchment.
Remarks
• The visit was extremely useful
• Secant heap procedure is new to be utilized as a part of Lahore.
• It is worthwhile on the grounds that there is no compelling reason to develop the different holding divider. These heaps will satisfy the motivation behind divider
• The venture is helpful one might say that it will encourage a great many vehicles for every day on channel street.
0 Comments