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Howrah Bridge

The Howrah Bridge is a balanced cantilever bridge over the Hooghly River in West Bengal. Commissioned in 1943,[9][11] the bridge was originally named the New Howrah Bridge, because it replaced a pontoon bridge at the same location linking the cities of Howrah and Kolkata (Calcutta). On 14 June 1965, it was renamed Rabindra Setu after the great Bengali poet Rabindranath Tagore, who was the first Indian and Asian Nobel laureate.[11] It is still popularly known as the Howrah Bridge.

Howrah Bridge
Night view of the Howrah Bridge
Coordinates22°35′06″N 88°20′49″E / 22.5851°N 88.3469°E / 22.5851; 88.3469Coordinates: 22°35′06″N 88°20′49″E / 22.5851°N 88.3469°E / 22.5851; 88.3469
Carries4 lanes[1] of Strand Road,[2] pedestrians and bicycles
CrossesHooghly River (Ganga River)[3]
LocaleHowrah and Kolkata[3]
Official nameHowrah Bridge
Maintained byKolkata Port Trust[4]
Characteristics
DesignSuspension type Balanced Cantilever[5] and truss arch[6]
MaterialSteel
Total length705 m (2,313.0 ft)[7][8]
Width71 ft (21.6 m) with two footpaths of 15 ft (4.6 m) on either side[5]
Height82 m (269.0 ft)[6]
Longest span1,500 ft (457.2 m)[5][6]
Clearance above5.8 m (19.0 ft)[5]
Clearance below8.8 m (28.9 ft)[5]
History
DesignerM/s. Rendel, Palmer and Tritton[9]
Constructed byBraithwaite, Burn & Jessop Construction Company
Construction start1936 (1936)[9]
Construction end1942 (1942)[9]
Opened3 February 1943; 80 years ago (3 February 1943)[8]
Statistics
Daily traffic100,000 vehicles and 150,000 pedestrians[10]
TollToll-Free on both ways
Location

The bridge is one of four on the Hooghly River and is a famous symbol of Kolkata and West Bengal. The other bridges are the Vidyasagar Setu (popularly called the Second Hooghly Bridge), the Vivekananda Setu and the relatively new Nivedita Setu. It carries a daily traffic of approximately 100,000 vehicles[12] and possibly more than 150,000 pedestrians,[10] easily making it the busiest cantilever bridge in the world.[13] The third-longest cantilever bridge at the time of its construction,[14] the Howrah Bridge is currently the sixth-longest bridge of its type in the world.[15]

View of a Ferry with Rabindra Setu

History

1862 proposal by Turnbull

In 1862, the Government of Bengal asked George Turnbull, chief engineer of the East Indian Railway Company to study the feasibility of bridging the Hooghly River. He had recently established the company's rail terminus in Howrah. He reported on 19 March, with large-scale drawings and estimates, that:[16]

  • The foundations for a bridge at Calcutta would be at a considerable depth and cost because of the depth of the mud there.
  • The impediment to shipping would be considerable.
  • A good place for the bridge was at Pulta Ghat "about a dozen miles north of Calcutta" where a "bed of stiff clay existed at no great depth under the river bed".
  • A suspended-girder bridge of five spans of 401 feet (122 m) and two spans 200 feet (61 m) would be ideal.

Pontoon bridge

 
The old pontoon bridge that was later replaced by the Howrah Bridge

In view of the increasing traffic across the Hooghly river, a committee was appointed in 1855–56 to review alternatives for constructing a bridge across it.[17] The plan was shelved in 1859–60, to be revived in 1868, when it was decided that a bridge should be constructed and a newly appointed trust vested to manage it. The Calcutta Port Trust was founded in 1870,[9] and the Legislative department of the then Government of Bengal passed the Howrah Bridge Act in the year 1871 under the Bengal Act IX of 1871,[9][17] empowering the lieutenant-governor to have the bridge constructed with Government capital under the aegis of the Port Commissioners.

 
The Howrah Bridge Act of 1871

Eventually a contract was signed with Sir Bradford Leslie to construct a pontoon bridge. Different parts of the bridge were constructed in England and shipped to Calcutta, where they were assembled. The assembling period was fraught with problems. The bridge was considerably damaged by the great cyclone on 20 March 1874.[8] A steamer named Egeria broke from her moorings and collided head-on with the bridge, sinking three pontoons and damaging nearly 200 feet of the bridge.[8] The bridge was complete in 1874,[9] at a total cost of 2.2 million,[17] and opened to traffic on 17 October of that year.[8] The bridge was then 1528 ft long and 62 ft wide, with 7-foot wide pavements on either side.[9] Initially the bridge was periodically unfastened to allow steamers and other marine vehicles to pass through. Before 1906, the bridge used to be undone for the passage of vessels during daytime only. Since June of that year it started opening at night for all vessels except ocean steamers, which were required to pass through during daytime.[17] From 19 August 1879, the bridge was illuminated by electric lamp-posts, powered by the dynamo at the Mullick Ghat Pumping Station.[9] As the bridge could not handle the rapidly increasing load, the Port Commissioners started planning in 1905 for a new improved bridge.

Plans for a new bridge

In 1906[8] the Port Commission appointed a committee headed by R.S. Highet, chief engineer, East Indian Railway and W.B. MacCabe, chief engineer, Calcutta Corporation. They submitted a report stating that[9]

Bullock carts formed the eight - thirteenths of the vehicular traffic (as observed on 27 August 1906, the heaviest day's traffic observed in the port of Commissioners 16 days' Census of the vehicular traffic across the existing bridge). The roadway on the existing bridge is 48 feet wide except at the shore spans where it is only 43 feet in roadways, each 21 feet 6 inches wide. The roadway on the new bridge would be wide enough to take at least two lines of vehicular traffic and one line of trams in each direction and two roadways each 30 feet wide, giving a total width of 60 feet of road way which are quite sufficient for this purpose [...]
The traffic across the existing floating bridge Calcutta & Howrah is very heavy and it is obvious if the new bridge is to be on the same site as the existing bridge, then unless a temporary bridge is provided, there will be serious interruptions to the traffic while existing bridge is being moved to one side to allow the new bridge to be erected on the same site as the present bridge.

The committee considered six options:

  1. Large ferry steamers capable of carrying vehicular load (set up cost 900,000, annual cost 438,000)
  2. A transporters bridge (set up cost 2 million)
  3. A tunnel (set up cost 338.2 million, annual maintenance cost 1,779,000)
  4. A bridge on piers (set up cost 22.5 million)
  5. A floating bridge (set up cost 2,140,000, annual maintenance cost 200,000)
  6. An arched bridge

The committee eventually decided on a floating bridge. It extended tenders to 23 firms for its design and construction. Prize money of £3,000 (45,000, at the then exchange rate) was declared for the firm whose design would be accepted.[9]

Planning and estimation

 
The Howrah Bridge Amendment Act, 1935

The initial construction process of the bridge was stalled due to World War I, although the bridge was partially renewed in 1917 and 1927. In 1921 a committee of engineers named the 'Mukherjee Committee' was formed, headed by R. N. Mukherji, Sir Clement Hindley, chairman of Calcutta Port Trust and J. McGlashan, Chief Engineer. They referred the matter to Sir Basil Mott, who proposed a single span arch bridge.[9] Charles Alfred O'Grady one of the Engineers

In 1922, the New Howrah Bridge Commission was set up, to which the Mukherjee Committee submitted its report. In 1926 the New Howrah Bridge Act passed. In 1930 the Goode Committee was formed, comprising S.W. Goode as president, S.N. Mallick, and W.H. Thompson, to investigate and report on the advisability of constructing a pier bridge between Calcutta and Howrah. Based on their recommendation, M/s. Rendel, Palmer and Tritton were asked to consider the construction of a suspension bridge of a particular design prepared by their chief draftsman Mr. Walton.[9] On basis of the report, a global tender was floated. The lowest bid came from a German company, but due to increasing political tensions between Germany and Great Britain in 1935, it was not given the contract.[8] The Braithwaite, Burn & Jessop Construction Co. was awarded the construction contract that year. The New Howrah Bridge Act was amended in 1935 to reflect this, and construction of the bridge started the next year.[9]

Construction

The bridge does not have nuts and bolts,[11][18] but was formed by riveting the whole structure. It consumed 26,500 tons of steel, out of which 23,000 tons of high-tensile alloy steel, known as Tiscrom, were supplied by Tata Steel.[8][19] The main tower was constructed with single monolith caissons of dimensions 55.31 m × 24.8 m[5][20] with 21 shafts, each 6.25 metre square.[21] The Chief Engineer of the Port Trust, Mr. J. McGlashan, wanted to replace the pontoon bridge, with a permanent structure, as the present bridge interfered with north–south river traffic. Work could not be started as World War I (1914–1918) broke out. Then in 1926 a commission under the chairmanship of Sir R. N. Mukherjee recommended a suspension bridge of a particular type to be built across the River Hoogly. The bridge was designed by one Mr. Walton of M/s Rendel, Palmer & Triton. The order for construction and erection was placed on M/s.Cleveland Bridge & Engineering Company in 1939. Again World War II (1939–1945) intervened. All the steel that was to come from England were diverted for war effort in Europe. Out of 26,000 tons of steel, that was required for the bridge, only 3000 tons were supplied from England. In spite of the Japanese threat, the then (British) government of India pressed on with the construction. Tata Steel were asked to supply the remaining 23,000 tons of high tension steel. The Tatas developed the quality of steel required for the bridge and called it Tiscrom. The entire 23,000 tons was supplied in time. The fabrication and erection work was awarded to a local engineering firm of Howrah: the Braithwaite, Burn & Jessop Construction Co. The two anchorage caissons were each 16.4 m by 8.2 m, with two wells 4.9 m square. The caissons were so designed that the working chambers within the shafts could be temporarily enclosed by steel diaphragms to allow work under compressed air if required.[21] The caisson at Kolkata side was set at 31.41 m and that at Howrah side at 26.53 m below ground level.[5]

One night, during the process of grabbing out the muck to enable the caisson to move, the ground below it yielded, and the entire mass plunged two feet, shaking the ground. The impact of this was so intense that the seismograph at Kidderpore registered it as an earthquake and a Hindu temple on the shore was destroyed, although it was subsequently rebuilt.[22] While muck was being cleared, numerous varieties of objects were brought up, including anchors, grappling irons, cannons, cannonballs, brass vessels, and coins dating back to the East India Company. The job of sinking the caissons was carried out round-the-clock at a rate of a foot or more per day.[22] The caissons were sunk through soft river deposits to a stiff yellow clay 26.5 m below ground level. The accuracy of sinking the huge caissons was exceptionally precise, within 50–75 mm of the true position. After penetrating 2.1 m into clay, all shafts were plugged with concrete after individual dewatering, with some 5 m of backfilling in adjacent shafts.[21] The main piers on the Howrah side were sunk by open wheel dredging, while those on the Kolkata side required compressed air to counter running sand. The air pressure maintained was about 40 lbs per square inch (2.8 bar), which required about 500 workers to be employed.[13] Whenever excessively soft soil was encountered, the shafts symmetrical to the caisson axes were left unexcavated to allow strict control. In very stiff clays, a large number of the internal wells were completely undercut, allowing the whole weight of the caisson to be carried by the outside skin friction and the bearing under the external wall. Skin friction on the outside of the monolith walls was estimated at 29 kN/m2 while loads on the cutting edge in clay overlying the founding stratum reached 100 tonnes/m.[21] The work on the foundation was completed in November 1938.

By the end of 1940, the erection of the cantilevered arms was commenced and was completed in mid-summer of 1941. The two halves of the suspended span, each 282 feet (86 m) long and weighing 2,000 tons, were built in December 1941. The bridge was erected by commencing at the two anchor spans and advancing towards the center, with the use of creeper cranes moving along the upper chord. 16 hydraulic jacks, each of which had an 800-ton capacity, were pressed into service to join the two halves of the suspended span.[14]

The entire project cost 25 million (£2,463,887).[9] The project was a pioneer in bridge construction, particularly in India, but the government did not have a formal opening of the bridge due to fears of attacks by Japanese planes fighting the Allied Powers. Japan had attacked the United States at Pearl Harbor on 7 December 1941. The first vehicle to use the bridge was a solitary tram.[8]

 
Howrah Bus Terminus close to Howrah Bridge

The bridge is regarded "The Gateway to Kolkata, as it connects the city to Howrah Station".[citation needed]

Description

Specifications

 
Elevation of Rabindra Setu

When commissioned in 1943, Howrah was the 3rd-longest cantilever bridge in the world,[14] behind Pont de Québec (549 metres (1,801 ft)) in Canada and Forth Bridge (521 metres (1,709 ft)) in Scotland. It has since been surpassed by three bridges, making it the sixth-longest cantilever bridge in the world in 2013. It is a suspension type balanced cantilever[5] bridge, with a central span 1,500 feet (460 m) between centers of main towers and a suspended span of 564 feet (172 m). The main towers are 280 feet (85 m) high above the monoliths and 76 feet (23 m) apart at the top. The anchor arms are 325 feet (99 m) each, while the cantilever arms are 468 feet (143 m) each.[7] The bridge deck hangs from panel points in the lower chord of the main trusses with 39 pairs of hangers.[5] The roadways beyond the towers are supported from ground, leaving the anchor arms free from deck load. The deck system includes cross girders suspended between the pairs of hangers by a pinned connection.[7] Six rows of longitudinal stringer girders are arranged between cross girders. Floor beams are supported transversally on top of the stringers,[7] while themselves supporting a continuous pressed steel troughing system surfaced with concrete.[5]

The longitudinal expansion and lateral sway movement of the deck are taken care of by expansion and articulation joints. There are two main expansion joints, one at each interface between the suspended span and the cantilever arms and there are others at the towers and at the interface of the steel and concrete structures at both approach.[5] There are total 8 articulation joints, 3 at each of the cantilever arms and 1 each in the suspended portion. These joints divide the bridge into segments with vertical pin connection between them to facilitate rotational movements of the deck.[5] The bridge deck has longitudinal ruling gradient of 1 in 40 from either end, joined by a vertical curve of radius 4,000 feet (1,200 m). The cross gradient of deck is 1 in 48 between kerbs.[5]

Traffic

 
Bridge traffic
 
Pedestrians
Traffic Flow for fast moving heavy vehicles[12]
Year Trams Buses/Vans Trucks
1959 13% 41% 46%
1986 4% 80% 16%
1990 3% 82% 15%
1992 2% 80% 18%
1999 - 89% 11%
Traffic Flow for fast moving light vehicles[12]
Year Two-wheelers/Autos Cars/Taxis
1959 2.47% 97.53%
1986 24% 76%
1990 27% 73%
1992 26% 74%
1999 20% 80%

The bridge serves as the gateway to Kolkata, connecting it to the Howrah Station, which is one of the five intercity train terminus stations serving Howrah and Kolkata. As such, it carries the near entirety of the traffic to and from the station, taking its average daily traffic close to nearly 150,000 pedestrians and 100,000 vehicles.[10] In 1946, a census of the daily traffic was taken, which counted 27,400 vehicles, 121,100 pedestrians and 2,997 cattle.[13] The bulk of the vehicular traffic comes from buses and cars. Prior to 1993, the bridge also carried trams. Trams departed from the terminus at Howrah station towards Sealdah, Rajabazar, Shyambazar, High Court, Dalhousie Square, Park Circus, Ballygunge, Tollygunge etc. In 1993, tram service on the bridge was discontinued due to the increasing load on the structure. However, the bridge still continues to carry much more than the expected load. A 2007 report revealed that nearly 90,000 vehicles were plying on the bridge daily (15,000 of which were goods-carrying), though its load-bearing capacity is only 60,000.[23] One of the main reasons for the overloading was that, although vehicles carrying up to 15 tonnes are allowed on the structure, vehicles with 12-18 wheels and carrying loads up to 25 tonnes often plied on it. From 31 May 2007 onwards, overloaded trucks were banned from crossing the bridge and were redirected to the Vidyasagar Setu instead.[24] The road is flanked by footpaths 15 feet (4.6 m) wide, which are thronged with pedestrians.[5]

Maintenance

 
View of Howrah Bridge, c. 1945

The Kolkata Port Trust (KoPT) is vested with the maintenance of the bridge. The bridge has been subject to damage from vehicles due to rash driving, and corrosion due to atmospheric conditions and biological wastes. In October 2008, 6 high-tech surveillance cameras were placed to monitor the entire 705 metres (2,313 ft) long and 30 metres (98 ft) wide structure from the control room. Two of the cameras were placed under the floor of the bridge to track the movement of barges, steamers and boats on the river, while the other four were fixed to the first layer of beams — one at each end and two in the middle — to monitor vehicle movements. This was in response to substantial damage caused to the bridge from collisions with vehicles, so that compensation could be claimed from the miscreants.[25]

Corrosion has been caused by bird droppings and human spitting. An investigation in 2003 revealed that as a result of prolonged chemical reaction caused by continuous collection of bird excreta, several joints and parts of the bridge were damaged.[10] As an immediate measure, the Kolkata Port Trust engaged contractors to regularly clean the bird droppings, at an annual expense of 500,000 (US$6,300). In 2004, KoPT spent 6.5 million (US$81,000) to paint the entirety of 2.2 million square metres (24 million square feet) of the bridge. Two coats of aluminium paint, with a primer of zinc chromate before that, was applied on the bridge, requiring a total of 26,500 litres of paint.[26]

 
The illuminated Howrah Bridge at night

The bridge is also considerably damaged by pedestrians spitting out acidic, lime-mixed stimulants (gutka and paan).[27] A technical inspection by Port Trust officials in 2011 revealed that spitting had reduced the thickness of the steel hoods protecting the pillars from six to less than three millimeters since 2007.[28][29] The hangers need those hoods at the base to prevent water seeping into the junction of the cross-girders and hangers, and damage to the hoods can jeopardize the safety of the bridge. KoPT announced that it will spend 2 million (US$25,000) on covering the base of the steel pillars with fibreglass casing to prevent spit from corroding them.[30]

On 24 June 2005, a private cargo vessel M V Mani, belonging to the Ganges Water Transport Pvt. Ltd, while trying to pass under the bridge during high tide, had its funnel stuck underneath for three hours, causing substantial damage worth about 15 million to the stringer and longitudinal girder of the bridge.[31] Some of the 40 cross-girders were also broken. Two of four trolley guides, bolted and welded with the girders, were extensively damaged. Nearly 350 metres (1,150 ft) of 700 metres (2,300 ft) of the track were twisted beyond repair.[32] The damage was so severe that KoPT requested help from Rendall-Palmer & Tritton Limited, the original consultant on the bridge from UK. KoPT also contacted SAIL for 'matching steel' used during its construction in 1943.[33] For the repair, which cost around 5 million (US$63,000), about 8 tonnes of steel was used. The repairs were completed in early 2006.[34]

Cultural significance

 
Pedestrians on the bridge
 
Howrah Bridge as seen from Howrah

The bridge has been shown in numerous films, such as Bimal Roy's 1953 film Do Bigha Zamin, Ritwik Ghatak's Bari Theke Paliye in 1958, Satyajit Ray's Parash Pathar in the same year, Mrinal Sen's Neel Akasher Neechey in 1959, Shakti Samanta's Howrah Bridge (1958), that featured the famous song Mera Naam Chin Chin Chu and China Town (1962) and Amar Prem (1971), Amar Jeet's 1965 Teen Devian in 1965, Mrinal Sen's 1972 National Award winning Bengali film Calcutta 71 and Sen's Calcutta Trilogy its sequel in 1973, Padatik, Richard Attenborough's 1982 Academy Award winning film Gandhi, Goutam Ghose's 1984 Hindi film Paar, Raj Kapoor's Ram Teri Ganga Maili in 1985, Nicolas Klotz's The Bengali Night in 1988, Roland Joffé's English language film City of Joy in 1992, Florian Gallenberger's Bengali film Shadows of Time in 2004, Mani Ratnam's Bollywood film Yuva in 2004, Pradeep Sarkar's 2005 Bollywood film Parineeta, Subhrajit Mitra's 2008 Bengali film Mon Amour: Shesher Kobita Revisited, Mira Nair's 2006 film The Namesake, Blessy's 2008 Malayalam Film Calcutta News, Surya Sivakumar's 2009 Tamil film Aadhavan, Imtiaz Ali's 2009 Hindi film Love Aaj Kal, Abhik Mukhopadhyay's 2010 Bengali film Ekti Tarar Khonje, Sujoy Ghosh's 2012 Bollywood film Kahaani, Anurag Basu's 2012 Hindi film Barfi!, Riingo Banerjee's 2012 Bengali film Na Hannyate, Rana Basu's 2013 Bengali film Namte Namte, and Ali Abbas Zafar's 2014 Hindi film Gunday and the 2015 YRF release from director Dibakar Banerjee's Detective Byomkesh Bakshy!. Shoojit sircar's "Piku" also features some scenes on this iconic bridge. The bridge was also featured in Garth Davis' Academy Award-nominated 2016 film Lion. Anvita Dutt's 2022 movie Qala (film) features some fictional scenes of Howrah Bridge's construction.

See also

References

  1. ^ "Howrah Bridge Review". Retrieved 21 November 2011.
  2. ^ "Howrah Bridge Map". Retrieved 26 November 2011.
  3. ^ a b Helen Schreider; Frank Schreider (October 1960). "From The Hair Of Siva". National Geographic. 118 (4): 445–503.
  4. ^ . Archived from the original on 18 November 2011. Retrieved 21 November 2011.
  5. ^ a b c d e f g h i j k l m n . Archived from the original on 4 March 2016. Retrieved 21 November 2011.
  6. ^ a b c "Howrah Bridge". Retrieved 21 November 2011.
  7. ^ a b c d "Howrah Bridge". Retrieved 21 November 2011.
  8. ^ a b c d e f g h i "River Ganges". Retrieved 21 November 2011.
  9. ^ a b c d e f g h i j k l m n o . Archived from the original on 13 April 2013. Retrieved 21 November 2011.
  10. ^ a b c d . The Times of India. 29 May 2003. Archived from the original on 16 June 2013. Retrieved 21 November 2011.
  11. ^ a b c . Archived from the original on 7 January 2019. Retrieved 21 November 2011.
  12. ^ a b c . Archived from the original on 18 August 2011. Retrieved 21 November 2011.
  13. ^ a b c . Archived from the original on 17 November 2011. Retrieved 21 November 2011.
  14. ^ a b c Victor D. Johnson (2007). Essentials Of Bridge Engineering. Oxford & Ibh Publishing Co. Pvt Ltd. p. 259.
  15. ^ Durkee, Jackson (24 May 1999), (PDF), American Institute of Steel Construction, Inc, archived from the original (PDF) on 1 June 2002, retrieved 2 January 2009
  16. ^ Diaries of George Turnbull held in Cambridge University, England.
  17. ^ a b c d "Howrah District (1909)". Retrieved 21 November 2011.
  18. ^ . Archived from the original on 28 October 2011. Retrieved 21 November 2011.
  19. ^ Kasturi Rangan (2003). The Shaping of Indian Science: 1914-1947. Universities Press. p. 494.
  20. ^ Ponnuswamy (2007). Bridge Engineering. Tata Mcgraw Hill Education Private Limited. p. 304.
  21. ^ a b c d William Warren; Luca Invernizzi Tettoni; Luca Invernizzi (2001). Singapore, city of gardens. Periplus Editions. p. 369.
  22. ^ a b Das, Soumitra (6 July 2008). "Cat's cradle of steel". The Telegraph. Calcutta, India. Archived from the original on 3 February 2013. Retrieved 21 November 2011.
  23. ^ "Howrah Bridge and Second Hooghly Bridge: A Comprehensive Comparative Study" (PDF). Calcutta, India. 9 September 2013. Retrieved 2 November 2014.
  24. ^ "Howrah bridge ban". The Telegraph. Calcutta, India. 14 April 2007. Archived from the original on 3 February 2013. Retrieved 21 November 2011.
  25. ^ Mandal, Sanjay (15 May 2010). "Bridge bleeds, blow by blow". The Telegraph. Calcutta, India. Archived from the original on 3 February 2013. Retrieved 21 November 2011.
  26. ^ Sengupta, Swati (17 September 2004). "Calcutta icon, painted and lit- October makeover for Howrah bridge". The Telegraph. Calcutta, India. Archived from the original on 3 February 2013. Retrieved 21 November 2011.
  27. ^ Burke, jason (26 May 2010). "Spit threatens Indian bridge". The Guardian. New Delhi. Retrieved 7 May 2012.
  28. ^ Bhattasali, Amitabha (23 November 2011). "Scheme to save Calcutta's Howrah Bridge from spit". Kolkata: BBC News. Retrieved 7 May 2012.
  29. ^ "Spit Threatens Busy Calcutta Bridge". Retrieved 21 November 2011.
  30. ^ Mandal, Sanjay (14 November 2011). "Extra cover for spittoon bridge". The Telegraph. Calcutta, India. Archived from the original on 3 February 2013. Retrieved 21 November 2011.
  31. ^ . The Times of India. 24 June 2005. Archived from the original on 16 June 2013. Retrieved 21 November 2011.
  32. ^ . Archived from the original on 26 April 2012. Retrieved 21 November 2011.
  33. ^ . Archived from the original on 2 June 2013. Retrieved 13 September 2012.
  34. ^ Mandal, Sanjay (2 January 2006). "Bridge under barge stress". The Telegraph. Calcutta, India. Archived from the original on 3 February 2013.

External links

  • Photos of Howrah Bridge
  • "Howrah Bridge". New Delhi: National Archives of India. 1871. PR_000004001277.

howrah, bridge, films, 1958, film, 2018, film, rock, formation, howrah, natural, bridge, balanced, cantilever, bridge, over, hooghly, river, west, bengal, commissioned, 1943, bridge, originally, named, because, replaced, pontoon, bridge, same, location, linkin. For the films see Howrah Bridge 1958 film and Howrah Bridge 2018 film For the rock formation see Howrah Natural Bridge The Howrah Bridge is a balanced cantilever bridge over the Hooghly River in West Bengal Commissioned in 1943 9 11 the bridge was originally named the New Howrah Bridge because it replaced a pontoon bridge at the same location linking the cities of Howrah and Kolkata Calcutta On 14 June 1965 it was renamed Rabindra Setu after the great Bengali poet Rabindranath Tagore who was the first Indian and Asian Nobel laureate 11 It is still popularly known as the Howrah Bridge Howrah BridgeNight view of the Howrah BridgeCoordinates22 35 06 N 88 20 49 E 22 5851 N 88 3469 E 22 5851 88 3469 Coordinates 22 35 06 N 88 20 49 E 22 5851 N 88 3469 E 22 5851 88 3469Carries4 lanes 1 of Strand Road 2 pedestrians and bicyclesCrossesHooghly River Ganga River 3 LocaleHowrah and Kolkata 3 Official nameHowrah BridgeMaintained byKolkata Port Trust 4 CharacteristicsDesignSuspension type Balanced Cantilever 5 and truss arch 6 MaterialSteelTotal length705 m 2 313 0 ft 7 8 Width71 ft 21 6 m with two footpaths of 15 ft 4 6 m on either side 5 Height82 m 269 0 ft 6 Longest span1 500 ft 457 2 m 5 6 Clearance above5 8 m 19 0 ft 5 Clearance below8 8 m 28 9 ft 5 HistoryDesignerM s Rendel Palmer and Tritton 9 Constructed byBraithwaite Burn amp Jessop Construction CompanyConstruction start1936 1936 9 Construction end1942 1942 9 Opened3 February 1943 80 years ago 3 February 1943 8 StatisticsDaily traffic100 000 vehicles and 150 000 pedestrians 10 TollToll Free on both waysLocationThe bridge is one of four on the Hooghly River and is a famous symbol of Kolkata and West Bengal The other bridges are the Vidyasagar Setu popularly called the Second Hooghly Bridge the Vivekananda Setu and the relatively new Nivedita Setu It carries a daily traffic of approximately 100 000 vehicles 12 and possibly more than 150 000 pedestrians 10 easily making it the busiest cantilever bridge in the world 13 The third longest cantilever bridge at the time of its construction 14 the Howrah Bridge is currently the sixth longest bridge of its type in the world 15 View of a Ferry with Rabindra Setu Contents 1 History 1 1 1862 proposal by Turnbull 1 2 Pontoon bridge 1 3 Plans for a new bridge 1 4 Planning and estimation 1 5 Construction 2 Description 2 1 Specifications 2 2 Traffic 2 3 Maintenance 3 Cultural significance 4 See also 5 References 6 External linksHistory Edit1862 proposal by Turnbull Edit In 1862 the Government of Bengal asked George Turnbull chief engineer of the East Indian Railway Company to study the feasibility of bridging the Hooghly River He had recently established the company s rail terminus in Howrah He reported on 19 March with large scale drawings and estimates that 16 The foundations for a bridge at Calcutta would be at a considerable depth and cost because of the depth of the mud there The impediment to shipping would be considerable A good place for the bridge was at Pulta Ghat about a dozen miles north of Calcutta where a bed of stiff clay existed at no great depth under the river bed A suspended girder bridge of five spans of 401 feet 122 m and two spans 200 feet 61 m would be ideal Pontoon bridge Edit The old pontoon bridge that was later replaced by the Howrah Bridge In view of the increasing traffic across the Hooghly river a committee was appointed in 1855 56 to review alternatives for constructing a bridge across it 17 The plan was shelved in 1859 60 to be revived in 1868 when it was decided that a bridge should be constructed and a newly appointed trust vested to manage it The Calcutta Port Trust was founded in 1870 9 and the Legislative department of the then Government of Bengal passed the Howrah Bridge Act in the year 1871 under the Bengal Act IX of 1871 9 17 empowering the lieutenant governor to have the bridge constructed with Government capital under the aegis of the Port Commissioners The Howrah Bridge Act of 1871 Eventually a contract was signed with Sir Bradford Leslie to construct a pontoon bridge Different parts of the bridge were constructed in England and shipped to Calcutta where they were assembled The assembling period was fraught with problems The bridge was considerably damaged by the great cyclone on 20 March 1874 8 A steamer named Egeria broke from her moorings and collided head on with the bridge sinking three pontoons and damaging nearly 200 feet of the bridge 8 The bridge was complete in 1874 9 at a total cost of 2 2 million 17 and opened to traffic on 17 October of that year 8 The bridge was then 1528 ft long and 62 ft wide with 7 foot wide pavements on either side 9 Initially the bridge was periodically unfastened to allow steamers and other marine vehicles to pass through Before 1906 the bridge used to be undone for the passage of vessels during daytime only Since June of that year it started opening at night for all vessels except ocean steamers which were required to pass through during daytime 17 From 19 August 1879 the bridge was illuminated by electric lamp posts powered by the dynamo at the Mullick Ghat Pumping Station 9 As the bridge could not handle the rapidly increasing load the Port Commissioners started planning in 1905 for a new improved bridge Plans for a new bridge Edit In 1906 8 the Port Commission appointed a committee headed by R S Highet chief engineer East Indian Railway and W B MacCabe chief engineer Calcutta Corporation They submitted a report stating that 9 Bullock carts formed the eight thirteenths of the vehicular traffic as observed on 27 August 1906 the heaviest day s traffic observed in the port of Commissioners 16 days Census of the vehicular traffic across the existing bridge The roadway on the existing bridge is 48 feet wide except at the shore spans where it is only 43 feet in roadways each 21 feet 6 inches wide The roadway on the new bridge would be wide enough to take at least two lines of vehicular traffic and one line of trams in each direction and two roadways each 30 feet wide giving a total width of 60 feet of road way which are quite sufficient for this purpose The traffic across the existing floating bridge Calcutta amp Howrah is very heavy and it is obvious if the new bridge is to be on the same site as the existing bridge then unless a temporary bridge is provided there will be serious interruptions to the traffic while existing bridge is being moved to one side to allow the new bridge to be erected on the same site as the present bridge The committee considered six options Large ferry steamers capable of carrying vehicular load set up cost 900 000 annual cost 438 000 A transporters bridge set up cost 2 million A tunnel set up cost 338 2 million annual maintenance cost 1 779 000 A bridge on piers set up cost 22 5 million A floating bridge set up cost 2 140 000 annual maintenance cost 200 000 An arched bridgeThe committee eventually decided on a floating bridge It extended tenders to 23 firms for its design and construction Prize money of 3 000 45 000 at the then exchange rate was declared for the firm whose design would be accepted 9 Planning and estimation Edit The Howrah Bridge Amendment Act 1935 The initial construction process of the bridge was stalled due to World War I although the bridge was partially renewed in 1917 and 1927 In 1921 a committee of engineers named the Mukherjee Committee was formed headed by R N Mukherji Sir Clement Hindley chairman of Calcutta Port Trust and J McGlashan Chief Engineer They referred the matter to Sir Basil Mott who proposed a single span arch bridge 9 Charles Alfred O Grady one of the EngineersIn 1922 the New Howrah Bridge Commission was set up to which the Mukherjee Committee submitted its report In 1926 the New Howrah Bridge Act passed In 1930 the Goode Committee was formed comprising S W Goode as president S N Mallick and W H Thompson to investigate and report on the advisability of constructing a pier bridge between Calcutta and Howrah Based on their recommendation M s Rendel Palmer and Tritton were asked to consider the construction of a suspension bridge of a particular design prepared by their chief draftsman Mr Walton 9 On basis of the report a global tender was floated The lowest bid came from a German company but due to increasing political tensions between Germany and Great Britain in 1935 it was not given the contract 8 The Braithwaite Burn amp Jessop Construction Co was awarded the construction contract that year The New Howrah Bridge Act was amended in 1935 to reflect this and construction of the bridge started the next year 9 Construction Edit The bridge does not have nuts and bolts 11 18 but was formed by riveting the whole structure It consumed 26 500 tons of steel out of which 23 000 tons of high tensile alloy steel known as Tiscrom were supplied by Tata Steel 8 19 The main tower was constructed with single monolith caissons of dimensions 55 31 m 24 8 m 5 20 with 21 shafts each 6 25 metre square 21 The Chief Engineer of the Port Trust Mr J McGlashan wanted to replace the pontoon bridge with a permanent structure as the present bridge interfered with north south river traffic Work could not be started as World War I 1914 1918 broke out Then in 1926 a commission under the chairmanship of Sir R N Mukherjee recommended a suspension bridge of a particular type to be built across the River Hoogly The bridge was designed by one Mr Walton of M s Rendel Palmer amp Triton The order for construction and erection was placed on M s Cleveland Bridge amp Engineering Company in 1939 Again World War II 1939 1945 intervened All the steel that was to come from England were diverted for war effort in Europe Out of 26 000 tons of steel that was required for the bridge only 3000 tons were supplied from England In spite of the Japanese threat the then British government of India pressed on with the construction Tata Steel were asked to supply the remaining 23 000 tons of high tension steel The Tatas developed the quality of steel required for the bridge and called it Tiscrom The entire 23 000 tons was supplied in time The fabrication and erection work was awarded to a local engineering firm of Howrah the Braithwaite Burn amp Jessop Construction Co The two anchorage caissons were each 16 4 m by 8 2 m with two wells 4 9 m square The caissons were so designed that the working chambers within the shafts could be temporarily enclosed by steel diaphragms to allow work under compressed air if required 21 The caisson at Kolkata side was set at 31 41 m and that at Howrah side at 26 53 m below ground level 5 One night during the process of grabbing out the muck to enable the caisson to move the ground below it yielded and the entire mass plunged two feet shaking the ground The impact of this was so intense that the seismograph at Kidderpore registered it as an earthquake and a Hindu temple on the shore was destroyed although it was subsequently rebuilt 22 While muck was being cleared numerous varieties of objects were brought up including anchors grappling irons cannons cannonballs brass vessels and coins dating back to the East India Company The job of sinking the caissons was carried out round the clock at a rate of a foot or more per day 22 The caissons were sunk through soft river deposits to a stiff yellow clay 26 5 m below ground level The accuracy of sinking the huge caissons was exceptionally precise within 50 75 mm of the true position After penetrating 2 1 m into clay all shafts were plugged with concrete after individual dewatering with some 5 m of backfilling in adjacent shafts 21 The main piers on the Howrah side were sunk by open wheel dredging while those on the Kolkata side required compressed air to counter running sand The air pressure maintained was about 40 lbs per square inch 2 8 bar which required about 500 workers to be employed 13 Whenever excessively soft soil was encountered the shafts symmetrical to the caisson axes were left unexcavated to allow strict control In very stiff clays a large number of the internal wells were completely undercut allowing the whole weight of the caisson to be carried by the outside skin friction and the bearing under the external wall Skin friction on the outside of the monolith walls was estimated at 29 kN m2 while loads on the cutting edge in clay overlying the founding stratum reached 100 tonnes m 21 The work on the foundation was completed in November 1938 By the end of 1940 the erection of the cantilevered arms was commenced and was completed in mid summer of 1941 The two halves of the suspended span each 282 feet 86 m long and weighing 2 000 tons were built in December 1941 The bridge was erected by commencing at the two anchor spans and advancing towards the center with the use of creeper cranes moving along the upper chord 16 hydraulic jacks each of which had an 800 ton capacity were pressed into service to join the two halves of the suspended span 14 The entire project cost 25 million 2 463 887 9 The project was a pioneer in bridge construction particularly in India but the government did not have a formal opening of the bridge due to fears of attacks by Japanese planes fighting the Allied Powers Japan had attacked the United States at Pearl Harbor on 7 December 1941 The first vehicle to use the bridge was a solitary tram 8 Howrah Bus Terminus close to Howrah Bridge The bridge is regarded The Gateway to Kolkata as it connects the city to Howrah Station citation needed Description EditSpecifications Edit Elevation of Rabindra Setu When commissioned in 1943 Howrah was the 3rd longest cantilever bridge in the world 14 behind Pont de Quebec 549 metres 1 801 ft in Canada and Forth Bridge 521 metres 1 709 ft in Scotland It has since been surpassed by three bridges making it the sixth longest cantilever bridge in the world in 2013 It is a suspension type balanced cantilever 5 bridge with a central span 1 500 feet 460 m between centers of main towers and a suspended span of 564 feet 172 m The main towers are 280 feet 85 m high above the monoliths and 76 feet 23 m apart at the top The anchor arms are 325 feet 99 m each while the cantilever arms are 468 feet 143 m each 7 The bridge deck hangs from panel points in the lower chord of the main trusses with 39 pairs of hangers 5 The roadways beyond the towers are supported from ground leaving the anchor arms free from deck load The deck system includes cross girders suspended between the pairs of hangers by a pinned connection 7 Six rows of longitudinal stringer girders are arranged between cross girders Floor beams are supported transversally on top of the stringers 7 while themselves supporting a continuous pressed steel troughing system surfaced with concrete 5 The longitudinal expansion and lateral sway movement of the deck are taken care of by expansion and articulation joints There are two main expansion joints one at each interface between the suspended span and the cantilever arms and there are others at the towers and at the interface of the steel and concrete structures at both approach 5 There are total 8 articulation joints 3 at each of the cantilever arms and 1 each in the suspended portion These joints divide the bridge into segments with vertical pin connection between them to facilitate rotational movements of the deck 5 The bridge deck has longitudinal ruling gradient of 1 in 40 from either end joined by a vertical curve of radius 4 000 feet 1 200 m The cross gradient of deck is 1 in 48 between kerbs 5 Traffic Edit Bridge traffic Pedestrians Traffic Flow for fast moving heavy vehicles 12 Year Trams Buses Vans Trucks1959 13 41 46 1986 4 80 16 1990 3 82 15 1992 2 80 18 1999 89 11 Traffic Flow for fast moving light vehicles 12 Year Two wheelers Autos Cars Taxis1959 2 47 97 53 1986 24 76 1990 27 73 1992 26 74 1999 20 80 The bridge serves as the gateway to Kolkata connecting it to the Howrah Station which is one of the five intercity train terminus stations serving Howrah and Kolkata As such it carries the near entirety of the traffic to and from the station taking its average daily traffic close to nearly 150 000 pedestrians and 100 000 vehicles 10 In 1946 a census of the daily traffic was taken which counted 27 400 vehicles 121 100 pedestrians and 2 997 cattle 13 The bulk of the vehicular traffic comes from buses and cars Prior to 1993 the bridge also carried trams Trams departed from the terminus at Howrah station towards Sealdah Rajabazar Shyambazar High Court Dalhousie Square Park Circus Ballygunge Tollygunge etc In 1993 tram service on the bridge was discontinued due to the increasing load on the structure However the bridge still continues to carry much more than the expected load A 2007 report revealed that nearly 90 000 vehicles were plying on the bridge daily 15 000 of which were goods carrying though its load bearing capacity is only 60 000 23 One of the main reasons for the overloading was that although vehicles carrying up to 15 tonnes are allowed on the structure vehicles with 12 18 wheels and carrying loads up to 25 tonnes often plied on it From 31 May 2007 onwards overloaded trucks were banned from crossing the bridge and were redirected to the Vidyasagar Setu instead 24 The road is flanked by footpaths 15 feet 4 6 m wide which are thronged with pedestrians 5 Maintenance Edit View of Howrah Bridge c 1945 The Kolkata Port Trust KoPT is vested with the maintenance of the bridge The bridge has been subject to damage from vehicles due to rash driving and corrosion due to atmospheric conditions and biological wastes In October 2008 6 high tech surveillance cameras were placed to monitor the entire 705 metres 2 313 ft long and 30 metres 98 ft wide structure from the control room Two of the cameras were placed under the floor of the bridge to track the movement of barges steamers and boats on the river while the other four were fixed to the first layer of beams one at each end and two in the middle to monitor vehicle movements This was in response to substantial damage caused to the bridge from collisions with vehicles so that compensation could be claimed from the miscreants 25 Corrosion has been caused by bird droppings and human spitting An investigation in 2003 revealed that as a result of prolonged chemical reaction caused by continuous collection of bird excreta several joints and parts of the bridge were damaged 10 As an immediate measure the Kolkata Port Trust engaged contractors to regularly clean the bird droppings at an annual expense of 500 000 US 6 300 In 2004 KoPT spent 6 5 million US 81 000 to paint the entirety of 2 2 million square metres 24 million square feet of the bridge Two coats of aluminium paint with a primer of zinc chromate before that was applied on the bridge requiring a total of 26 500 litres of paint 26 The illuminated Howrah Bridge at night The bridge is also considerably damaged by pedestrians spitting out acidic lime mixed stimulants gutka and paan 27 A technical inspection by Port Trust officials in 2011 revealed that spitting had reduced the thickness of the steel hoods protecting the pillars from six to less than three millimeters since 2007 28 29 The hangers need those hoods at the base to prevent water seeping into the junction of the cross girders and hangers and damage to the hoods can jeopardize the safety of the bridge KoPT announced that it will spend 2 million US 25 000 on covering the base of the steel pillars with fibreglass casing to prevent spit from corroding them 30 On 24 June 2005 a private cargo vessel M V Mani belonging to the Ganges Water Transport Pvt Ltd while trying to pass under the bridge during high tide had its funnel stuck underneath for three hours causing substantial damage worth about 15 million to the stringer and longitudinal girder of the bridge 31 Some of the 40 cross girders were also broken Two of four trolley guides bolted and welded with the girders were extensively damaged Nearly 350 metres 1 150 ft of 700 metres 2 300 ft of the track were twisted beyond repair 32 The damage was so severe that KoPT requested help from Rendall Palmer amp Tritton Limited the original consultant on the bridge from UK KoPT also contacted SAIL for matching steel used during its construction in 1943 33 For the repair which cost around 5 million US 63 000 about 8 tonnes of steel was used The repairs were completed in early 2006 34 Cultural significance Edit Pedestrians on the bridge Howrah Bridge as seen from Howrah The bridge has been shown in numerous films such as Bimal Roy s 1953 film Do Bigha Zamin Ritwik Ghatak s Bari Theke Paliye in 1958 Satyajit Ray s Parash Pathar in the same year Mrinal Sen s Neel Akasher Neechey in 1959 Shakti Samanta s Howrah Bridge 1958 that featured the famous song Mera Naam Chin Chin Chu and China Town 1962 and Amar Prem 1971 Amar Jeet s 1965 Teen Devian in 1965 Mrinal Sen s 1972 National Award winning Bengali film Calcutta 71 and Sen s Calcutta Trilogy its sequel in 1973 Padatik Richard Attenborough s 1982 Academy Award winning film Gandhi Goutam Ghose s 1984 Hindi film Paar Raj Kapoor s Ram Teri Ganga Maili in 1985 Nicolas Klotz s The Bengali Night in 1988 Roland Joffe s English language film City of Joy in 1992 Florian Gallenberger s Bengali film Shadows of Time in 2004 Mani Ratnam s Bollywood film Yuva in 2004 Pradeep Sarkar s 2005 Bollywood film Parineeta Subhrajit Mitra s 2008 Bengali film Mon Amour Shesher Kobita Revisited Mira Nair s 2006 film The Namesake Blessy s 2008 Malayalam Film Calcutta News Surya Sivakumar s 2009 Tamil film Aadhavan Imtiaz Ali s 2009 Hindi film Love Aaj Kal Abhik Mukhopadhyay s 2010 Bengali film Ekti Tarar Khonje Sujoy Ghosh s 2012 Bollywood film Kahaani Anurag Basu s 2012 Hindi film Barfi Riingo Banerjee s 2012 Bengali film Na Hannyate Rana Basu s 2013 Bengali film Namte Namte and Ali Abbas Zafar s 2014 Hindi film Gunday and the 2015 YRF release from director Dibakar Banerjee s Detective Byomkesh Bakshy Shoojit sircar s Piku also features some scenes on this iconic bridge The bridge was also featured in Garth Davis Academy Award nominated 2016 film Lion Anvita Dutt s 2022 movie Qala film features some fictional scenes of Howrah Bridge s construction See also EditList of largest cantilever bridges List of longest bridges above water in IndiaReferences Edit Howrah Bridge Review Retrieved 21 November 2011 Howrah Bridge Map Retrieved 26 November 2011 a b Helen Schreider Frank Schreider October 1960 From The Hair Of Siva National Geographic 118 4 445 503 Howrah Bridge Maintenance Archived from the original on 18 November 2011 Retrieved 21 November 2011 a b c d e f g h i j k l m n Bridge Details Archived from the original on 4 March 2016 Retrieved 21 November 2011 a b c Howrah Bridge Retrieved 21 November 2011 a b c d Howrah Bridge Retrieved 21 November 2011 a b c d e f g h i River Ganges Retrieved 21 November 2011 a b c d e f g h i j k l m n o History of the Howrah Bridge Archived from the original on 13 April 2013 Retrieved 21 November 2011 a b c d Bird droppings gnaw at Howrah bridge frame The Times of India 29 May 2003 Archived from the original on 16 June 2013 Retrieved 21 November 2011 a b c Howrah Bridge The Bridge without Nuts amp Bolts Archived from the original on 7 January 2019 Retrieved 21 November 2011 a b c Flow of Traffic on an average week day 8AM to 8 PM Archived from the original on 18 August 2011 Retrieved 21 November 2011 a b c Hosanna to Howrah Bridge Archived from the original on 17 November 2011 Retrieved 21 November 2011 a b c Victor D Johnson 2007 Essentials Of Bridge Engineering Oxford amp Ibh Publishing Co Pvt Ltd p 259 Durkee Jackson 24 May 1999 National Steel Bridge Alliance World s Longest Bridge Spans PDF American Institute of Steel Construction Inc archived from the original PDF on 1 June 2002 retrieved 2 January 2009 Diaries of George Turnbull held in Cambridge University England a b c d Howrah District 1909 Retrieved 21 November 2011 Howrah Bridge Archived from the original on 28 October 2011 Retrieved 21 November 2011 Kasturi Rangan 2003 The Shaping of Indian Science 1914 1947 Universities Press p 494 Ponnuswamy 2007 Bridge Engineering Tata Mcgraw Hill Education Private Limited p 304 a b c d William Warren Luca Invernizzi Tettoni Luca Invernizzi 2001 Singapore city of gardens Periplus Editions p 369 a b Das Soumitra 6 July 2008 Cat s cradle of steel The Telegraph Calcutta India Archived from the original on 3 February 2013 Retrieved 21 November 2011 Howrah Bridge and Second Hooghly Bridge A Comprehensive Comparative Study PDF Calcutta India 9 September 2013 Retrieved 2 November 2014 Howrah bridge ban The Telegraph Calcutta India 14 April 2007 Archived from the original on 3 February 2013 Retrieved 21 November 2011 Mandal Sanjay 15 May 2010 Bridge bleeds blow by blow The Telegraph Calcutta India Archived from the original on 3 February 2013 Retrieved 21 November 2011 Sengupta Swati 17 September 2004 Calcutta icon painted and lit October makeover for Howrah bridge The Telegraph Calcutta India Archived from the original on 3 February 2013 Retrieved 21 November 2011 Burke jason 26 May 2010 Spit threatens Indian bridge The Guardian New Delhi Retrieved 7 May 2012 Bhattasali Amitabha 23 November 2011 Scheme to save Calcutta s Howrah Bridge from spit Kolkata BBC News Retrieved 7 May 2012 Spit Threatens Busy Calcutta Bridge Retrieved 21 November 2011 Mandal Sanjay 14 November 2011 Extra cover for spittoon bridge The Telegraph Calcutta India Archived from the original on 3 February 2013 Retrieved 21 November 2011 Howrah s first Ship stuck under The Times of India 24 June 2005 Archived from the original on 16 June 2013 Retrieved 21 November 2011 A BARGE RAMS INTO THE BRIDGE IN A RARE ACCIDENT Archived from the original on 26 April 2012 Retrieved 21 November 2011 British consultants contacted for repair of Howrah Bridge news outlookindia com Archived from the original on 2 June 2013 Retrieved 13 September 2012 Mandal Sanjay 2 January 2006 Bridge under barge stress The Telegraph Calcutta India Archived from the original on 3 February 2013 External links Edit Wikimedia Commons has media related to Howrah Bridge Howrah Bridge at Wikipedia s sister projects Definitions from Wiktionary Media from Commons News from Wikinews Quotations from Wikiquote Texts from Wikisource Textbooks from Wikibooks Resources from Wikiversity Official Website of Howrah Bridge maintained by Calcutta Port Trust Picture of old Howrah Bridge Photos of Howrah Bridge Howrah Bridge New Delhi National Archives of India 1871 PR 000004001277 Retrieved from https en wikipedia org w index php title Howrah Bridge amp oldid 1154015298, wikipedia, wiki, book, books, library,

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