Bandra Worli Sea Link

Total Page:16

File Type:pdf, Size:1020Kb

Bandra Worli Sea Link Mumbai, Tuesday, June 30, 2009 10 A DNA Promotional Feature in association with HOW THIS IMPRESSIVE EDIFICE WILL CHANGE YOUR COMMUTE Transforming dreams to reality The projected difference in an average road journey from Lovegrove Junction to Mahim Junction THE SCENARIO TILL DATE NOWE WITH THE BANDRA WORLI SEA LINK Facilitating a faster phase it will connect Bandra to HCC (Hindustan Construction The Link Bridge layout is cat- Distance: 7.7 km Via Sealink: 4.70 km Worli where as in the subsequent Company). egorized into three different Traffic Signals: 23 Traffic Signals: 4 commute and phases the plans are to take it fur- Until now, Mahim Causeway, parts: reducing traffic jams ther to Haji Ali and then to Nari- the North-South connector be- Part 1: The north end approach Morning Peak Hour Travel: 35 minutes Morning Peak Hour Travel: 6 minutes man Point. It is a connecting tween the western suburbs and structure mainly with precast Evening Peak Hour Travel: 38 minutes Evening Peak Hour Travel: 6 minutes are the twin goals of bridge linking the city of Mum- the island city of Mumbai getting (PC) segmental construction the Bandra Worli bai with its western suburbs and increasingly bottleneck prone. It Part 2: The Cable Stayed Bridge Average Journey Speed: 13 Kmph Average Journey Speed: 80 Kmph has the potential to bring about takes commuters nearly an hour at Bandra channel is with 50m - Sea Link, which is permanent and far reaching to travel the 8 km distance from 250m-250m-50m span arrange- finally opening up changes in the travel patterns of Mahim to Worli. ment and the Cable Stayed Some of the reasons why the project got delayed the area. The Bandra Worli Sea Link Bridge at Worli channel is with to the public today The Bandra Worli Sea Link is will increase the route options 50m-50m-150m-50m-50m span The original scope of the work comprised con- z Increased the width and weight of the primarily meant to provide an al- of passengers travelling from the arrangement struction of 8 lane 3926 m long bridge includ- Segments ing 600 m long cable stay bridge on single Vijay Pandya. MUMBAI ternative to the Mahim Cause- island city to the western sub- Part 3: The south end approach z Segment erection methodology got rede- tower in the open sea, 449 m long approach, way route that is presently the urbs and vice-versa and thereby structure mainly with precast fined The Bandra Worli Sea Link is a only connection between the decongest the overstrained segmental construction. toll plaza, traffic control and surveillance sys- civil engineering marvel span- south Mumbai and the Western Mahim Causeway and western The project scope was ex- tem, signages, illumination, landscaping etc. z When the construction of tower was about ning an arc of the Mumbai coast- and Central suburbs. The project corridor. The Link Bridge con- panded over the last few years Change in alignment to begin, further modifications were intro- line. With its cable-stayed towers starts from the interchange at sists of twin continuous concrete due to various community de- duced: z The structure from Pier No. 34 onwards was soaring gracefully skywards, the Mahim intersection, i.e. inter- box girder bridge sections for mands (see box) and some un- shifted 200 m in the sea on Worli end, Groves design in tower sea link is a reflection of the mod- section of Western Express High- traffic in each direction. Each foreseen events resulting in sev- changing the alignment to join at the con- z Insistence on specific type of tower form- ern infrastructure that Mumbai way and Swami Vivekanand bridge section except at the cable eral variations made after the necting point work is adding in its progress towards Road at the Bandra end, and con- - stayed portion is supported on work started. becoming a world-class city. nects it to Khan Abdul Gaffar piers typically spaced at 50 me- Thankfully,with four lanes of z Change in alignment resulted increase in Introduction of cable stay bridge on Worli The project is a part of the Khan Road at the Worli end. ters. Each section is meant for the Sea Link being opened to the Worli end Link bridge from 230 m to 811 m channel Western Freeway Sea Project, The project commissioned by four lanes of traffic complete public today and the remaining z Foundation base was altered with proposed z A 350-m long cable stay bridge, with a 150- which, in turn, is a part of a larg- the Maharashtra State Road De- with concrete barriers and serv- four due for unveiling by Decem- specifications m middle span, was introduced to help the er proposal to upgrade the road velopment Corporation Ltd ice side walks on one side. The ber 2009, Mumbaikars can now fishermen get access to the Worli side by transportation network of (MSRDC) and the Maharashtra bridge alignment is defined with finally look forward to a faster z Part of the superstructure changed from cast boat. greater Mumbai. In the first Government has been built by vertical and horizontal curves. commute down this stretch. in situ to pre cast segment construction style Change in design of Bandra Cable stay bridge z This changed the construction sequence and methodology from the initial plan: z Instead of single cable stay tower, a new design of separate cable stay towers for z Additional support piers had to be created each carriage way was introduced. The new for shifting the Launching Trusses from one towers have unique specific geometric tower to other shape, having legs diverging in one plane z The major variations were ordered in and conversing in another plane. October 2004 as a result HCC could not do z Major changes in the foundation; the number much work in the initial four years and the of pile foundation increased from 40 to 52. actual work began only in January 2005. Your dreams are not yours alone z Landscaping and promenade develop- z Instrumentation to monitor vital bridge QUOTE CORNER FACTS AT A GLANCE ment. parameters Basic Benefits ● Dr. Dilip B. Boralkar, Former Member Secretary Cost : Rs. 1634 Crore (Cost of all pack- z A cloverleaf interchange at Mahim inter- Estimated savings in fuel and Vehicle ages including escalation & IDC.) section and a flyover at Love Grove junc- Power Supply and Road Operating Costs (VOC): Rs. 100 Crores of MPCB Type of Project : Build Operate tion to ensure faster and safer traffic dis- per annum (1999yr.Base) ● The vehicular traffic Transfer (BOT) persal at both ends Considerable savings in travel time (20 Lighting Systems to 30 minutes) due to increased speed passing from Bandra, z Vertical clearance of 20 m below Bandra z Diesel generators and auto mains failure and reduced delays (23 signals avoided) Mahim, Dadar, Prabhadevi Project Features Cable Stayed Bridge for water transport panels to cater as emergency backups. ● Stress free driving and part of Worli can now z State-of-the-art construction technology ● Reduced accidents take Bandra - Worli Sea z Adequate lighting levels and energy sav- z 8 lanes exclusively for fast moving vehi- ● Reduction in traffic on existing roads Bridge. This will bring in z Emergency crossovers and Disaster ing luminaries. cles with limited access (four wheelers because of traffic diversion to the Sea and above). Management Program the environmental health z Lightening protection at bridge tower Link benefits in terms of saving z 2 lanes proposed to be reserved for and control room. ● Reduction in Carbon Monoxide and Nitrogen Oxide Levels in Mahim, Dadar, the exposure of vehicular buses. Quality Assurance z Facade lighting for bridge tower and spe- Prabhadevi and Worli along existing emissions to the z 16-lane toll plaza with automated toll cial lighting in landscaped area. Features incorporated to enhance bridge roads inhabitants of this area. Additionally, due to collection system. performance and durability include: ● Reduced noise pollution in Mahim, smooth flow of traffic, fuel consumption z "Intelligent Bridge" with sophisticated z High performance concrete (grade M60 The Bridge consists of twin continuouscon- Dadar, Prabhadevi and Worli along exist- would also be less; this means less emission surveillance, information, guidance and with micro silica slurry) to enhance dura- crete box girder bridges for traffic in each ing roads of air pollutants and better air quality in emergency support systems. bility direction. The Bridge (except the cable- ● No adverse effect on fisheries, marine Mumbai city. For compounding the stayed portion) is supported on piers typi- life and livelihood of fisherman z Main Cable Stayed Bridge 500 m long z Fusion bonded epoxy coated reinforce- environmental benefits, the Bandra -Worli ● Landscaping along the approaches and spanning across Bandra Channel. ment as anti-corrosive treatment cally spaced at 50 meters. Each section is Bridge should be extended to north (Haji Ali) meant for four lanes of traffic, with anti- waterfront promenade will enhance z Second Cable Stayed Bridge 150 m long and to south (Versova) as soon as possible. z Pre-cast technology ensures quality pro- crash barriers and service sidewalks on the environment and add green spots to spanning across Worli Channel. duction of segments one side. the city The bridge is pride of nation. Araby EL Shenawy, Engineer and head of the Project Management Consulting team, from Egypt The method of balanced cantilever was adopted for the construction of the deck for Bandra Cable-stayed Bridge. This is considered to be one of the biggest cable- stayed bridges in the world with concrete deck built with this method of construction. It was therefore a real challenge to monitor the behavior of the structure during all erection stages and to compare the same with the behavior of the corresponding theoretical computer model of the bridge, to ensure the achievement of the desired geometry at the end of construction.
Recommended publications
  • Supplemental Environment Mumbai Metro Development A
    As of24th November 2015Final (reviewed by JICA) Mumbai Trans Harbor Link Project Supplemental Environmental Impact Assessment (Final, 24thof November 2015) Mumbai Metropolitan Region Development Authority (MMRDA) Table of Contents CHAPTER 1 PROJECT BACKGROUND.....................................................................................................2 1.1. Preface.........................................................................................................................................................2 1.2. Need of the Project.....................................................................................................................................2 1.3. Need and Objective of EIA study.............................................................................................................3 1.4. Purpose of Study.........................................................................................................................................4 1.5. Project Benefits...........................................................................................................................................4 1.6. Structure of the Report...............................................................................................................................5 CHAPTER 2 PROJECT DESCRIPTION .......................................................................................................7 2.1. Project Description.....................................................................................................................................7
    [Show full text]
  • Notification
    NOTIFICATION Whereas, it is considered necessary to ensure smooth flow of vehicular traffic and Agnate processions in Mumbai, I, Brijesh Singh, Addl. Commissioner of Police (Traffic), Mumbai, in exercise of the powers conferred upon me under Section 115 of M.V. Act 1988, (Act No.59 of 1988) read with Government Notification No.MVA 0589/CR 1061/TRA-2, dated 19.05.1990 do hereby order the following traffic regulations on Friday ( 02nd September,) Monday ( 05th September, ) Tuesday ( 06th September, ) Wendsday ( 07th September,) and on Sunday ( 11th September,) 2011, from 12.00 hrs., till 06.00 hrs. (all these days) (I) CLOSURE OF ROADS :- 34 • PYDHUNIE TRAFFIC DIVISION 1. Jeenabhai Mulji Rathod Marg : Will be closed for vehicular traffic, from its Jn. with Shivdas Chapsi Marg to P. D’Mello Road Jn. • KALBADEVI AND TARDEV TRAFFIC DIVISION 2. V. P. Road : From Cawasji Patel Tank to S.V.P. Road Jn. and its Jn. with Dr. Bhadkamkar Marg ( Lamington Road except for vehicles carrying Ganpati Idols and proceeding towards Chowpatty ) shall be closed for vehicular traffic. 3. Jagannath Shanker Sheth Marg (Girgaum Road) : From Princess Street Jn. to S.V.P. Road Jn. (Opera House) will be closed for vehicular traffic. 4. Dr. Jaykar Marg (Thakurdwar Marg) : From its Jn. with Jagannath Shanker Sheth Marg to its Jn. with Maharshi Karve Road (Queen's Road) shall be closed for vehicular traffic. 5. Sardar Vallabhbhai Patel Marg (Sandhurst Road) : (a) Sardar Vallabhbhai Patel Marg :- From its jn. with Dr. N.A. Purandare Marg (Marine Drive) to its Jn. with Pandit Paluskar Chowk (Opera House) and further upto its jn.
    [Show full text]
  • Indian Infrastructure R
    INDIA INFRASTRUCTURE REPORT 2008 Managing Editors: ANUPAM RASTOGI, PREM KALRA, AND AJAY PANDEY Anoop Singh [email protected] IIT Kanpur Anupam Rastogi [email protected] Infrastructure Development Finance Company Ltd. Ashoke Bhattacharjya [email protected] Johnson and Johnson Medical Asia Pacific Ashvini Parashar [email protected] Uttaranchal Infrastructure Development Company Ltd., UDeCK Bhaskar Chakrabarti [email protected] IIM, Kolkata D.R. Prasada Raju [email protected] Byrraju Foundation D.S. Ratna Devi [email protected] Byrraju Foundation G. Raghuram [email protected] IIM, Ahmedabad Jim Hogan [email protected] PA Consulting Jyoti Gujral [email protected] Infrastructure Development Finance Company Ltd. K. Rama Raju [email protected] Byrraju Foundation Neeraj Gupta [email protected] Global Institute of Technology, GIT, Jaipur P.V. Indiresan [email protected] Former Director, IIT Chennai Partha Mukhopadhyay [email protected] Centre for Policy Research Piyush Tiwari [email protected] University of Aberdeen, UK Pradeep Varma [email protected] KnowledgeOnline Company Pvt. Ltd. Prem Kumar Kalra [email protected] IIT, Kanpur Puneet Sapra [email protected] Johnson and Johnson Medical Asia Pacific Rachna Gangwar [email protected] IIM, Ahmedabad (IIMA) Ramakrishna Nallathiga [email protected] Centre for Good Governance, Hyderabad Ranjan Kumar Jain [email protected] Rail Vikas Nigam Ltd. Ravikant Joshi [email protected] Consultant Rekha Jain [email protected] IIM, Ahmedabad Runa Sarkar [email protected] IIT, Kanpur Shreemoyee Patra [email protected] Lucid Solutions, New Delhi Sonia Sethi [email protected] Infrastructure Development Finance Company Ltd. & IAS Verghese Jacob [email protected] Byrraju Foundation Vivek Agarwal [email protected] Indian Administrative Services Vivek S.
    [Show full text]
  • Costal Road JTC.Pdf
    CONTENTS CHAPTER 1 BACKGROUND 1.1 General: 1.2 Mumbai: Strengths and Constraints: 1.3 Transport Related Pollution: 1.4 Committee for Coastal Freeway: 1.5 Reference (TOR): 1.6 Meetings: CHAPTER 2 NEED OF A RING ROAD/ COASTAL FREEWAY FOR MUMBAI 2.1 Review of Past Studies: 2.2 Emphasis on CTS: 2.3 Transport Indicators 2.4 Share of Public Transport: 2.5 Congestion on Roads: 2.6 Coastal Freeways/ Ring Road: 2.7 Closer Examination of the Ring Road: 2.8 Reclamation Option: 2.9 CHAPTER 3 OPTIONS TOWARDS COMPOSITION OF COASTAL FREEWAY 3.1 Structural Options for Coastal Freeway: 3.2 Cost Economics: 3.3 Discussion regarding Options: 3.4 Scheme for Coastal Freeway: CHAPTER 4 COASTAL FREEWAY: SCHEME 4.1 4.2 Jagannath Bhosle Marg-NCPA(Nariman Point)-Malabar Hill-Haji Ali-Worli: 4.3 Bandra Worli: 4.4 Bandra Versova- Malad Stretch 4.5 Coastal road on the Gorai island to Virar: 4.6 Connectivity to Eastern Freeway: 4.7 Interchanges, Exits and Entries: 4.8 Widths of Roads and Reclamation: 4.9 Summary of the Scheme: 4.10 Schematic drawings of the alignment CHAPTER 5 ENVIRONMENTAL ASPECTS 5.1 Coastal Road Scheme: 5.2 Key Issue: Reclamation for Coastal Freeway: 5.3 Inputs received from CSIR-NIO: 5.4 Legislative Framework: 5.5 Further Studies: CHAPTER 6 POLICY INTERVENTIONS AND IMPLEMENTATION STRATEGY 6.1 Costs: 6.2 Funding and Construction through PPP/EPC Routes: 6.3 Maintenance Costs/ Funding: 6.4 Implementation Strategy: 6.5 Implementation Agency: 6.6 Construction Aspects: 6.7 Gardens, Green Spaces and Facilities: 6.8 Maintenance and Asset Management: CHAPTER
    [Show full text]
  • Bus-Shelter-Advertising.Pdf
    1 ONE STOP MARKETING 2 What Are You Looking For? AIRLINE/AIRPORT CINEMA DIGITAL NEWSPAPER RADIO TELEVISION MAGAZINE SERVICES OUTDOOR NON TRADITIONAL 3 Bus Shelter @ INR 35,000/- Per Month Bus Shelter @ INR 35,000/- Per Month Powai, Mumbai Suresh Nagar, Mumbai Near L&T, Powai Garden, Powai Military Road Juhu-Versova Link Road ,Bharat Nagar/Petrol Pump Bus Shelter @ INR 35,000/- Per Month Bus Shelter @ INR 35,000/- Per Month Juhu, Mumbai VN Purav Marg, Mumbai Juhu S.Parulekar Marg, Traffic Towrds Juhu Bus Station Marathi Vidnyan Parishad, V. N. Purav Road, Chunabhatti Bus Shelter @ INR 35,000/- Per Month Bus Shelter @ INR 35,000/- Per Month Andheri East, Mumbai Andheri East, Mumbai International Airport Road, Sahar Road, Ambassador Outside Techno Mall, Jogeshwari Link Road, Behram Hotel Bagh 4 Bus Shelter @ INR 35,000/- Per Month Bus Shelter @ INR 35,000/- Per Month Lohar Chawl, Mumbai Lad Wadi, Mumbai Kalbadevi Road ,Princess Street 2 Kalbadevi Road ,Princess Street 1 Bus Shelter @ INR 35,000/- Per Month Bus Shelter @ INR 35,000/- Per Month Savarkar Nagar, Mumbai Mahim Nature park, Mumbai Near L&T, Powai Garden, Powai Military Road Dharavi Depot, Dumping Road, Dharavi Bus Shelter @ INR 35,000/- Per Month Bus Shelter @ INR 35,000/- Per Month Antop Hill, Mumbai Bharat Nagar, Mumbai Antop Hill, Shaikh Misri Road, Antop Hill Juhu-Versova Link Road ,Bharat Nagar/Petrol Pump 5 Bus Shelter @ INR 35,000/- Per Month Bus Shelter @ INR 35,000/- Per Month Wadala, Mumbai Kurla East, Mumbai Wadala Station, Kidwai Marg, Wadala S.T. Depot (Kurla East), S.T.
    [Show full text]
  • Assessment of Flood Mitigation Measure for Mithi River – a Case Study
    International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May–June 2016, pp. 56–66, Article ID: IJCIET_07_03_006 Available online at http://iaeme.com/Home/issue/IJCIET?Volume=7&Issue=3 Journal Impact Factor (2016): 9.7820 (Calculated by GISI) www.jifactor.com ISSN Print: 0976-6308 and ISSN Online: 0976-6316 © IAEME Publication ASSESSMENT OF FLOOD MITIGATION MEASURE FOR MITHI RIVER – A CASE STUDY Rituparna Choudhury, B.M. Patil, Vipin Chandra Bharati Vidyapeeth Deemed University, College of Engineering, Department of Civil Engineering, Pune–43, Maharashtra, India Uday B. Patil, T. Nagendra CWPRS, Khadakwasla, Pune–23, Maharashtra, India ABSTRACT Mumbai city which has an area of 437sq km with a population of 12 million came to an abrupt halt because of the unprecedented rainfall of 944mm during the 24 hours starting on 26th July 2005; with 380mm occurring in just 3 hours between 14:30 to 17:30 and hourly rainfall exceeding 126 mm/hr. This particular event is considered to be an extra-ordinary event. Numerical model study using one dimensional mathematical model HEC-RAS is carried out to simulate unsteady flow in Mithi river with the existing conditions and with the telescopic channelization as suggested by MMRDA for 100 years return period and 6 hours storm duration. The appropriate boundary conditions at the upstream, downstream and the internal boundaries were applied. The results indicated that due to the channelization, the average reduction in the water level is of the order of 20 % to25 % and the increase in the conveyance capacity of Mithi River causing rapid flushing of floods, is found to vary from 23% to 340% which is quite significant compared to existing conditions at various locations along the river.
    [Show full text]
  • CISCE Check Point Geography Paper-5 Answers
    CISCE Check Point Geography Paper-5 Answers Answers-1 a) i. The temple at settlement Sangla-9274 ii. The Surveyed tree 219-9775 b) (i) Balaram nadi flows towards North West direction as indicated by arrow by 9880 (ii) Main river flows in Middle course Reason- • There is presence of Island • River is meandering c) (i) It is formed due to weathering caused by alternate high and low temperatures and wet and dry periods. It is found along the banks of a seasonal stream or river where the soil is soft. Land is sub merged due to flash floods in wet season, and rapid evaporation due to intense heat in the dry season causes weathering and causes cracking of the land. (ii) There are intermittent stream because- • Area has high temperature so rate of evaporation is high • Soil in that area is porous d) (i) These are marks cut in stone or shown on a building as a permanent reference for survey purposes. They indicate the height accurately determined by surveys. (ii) South eastern part of the map is well developed in view of transport because CISCE Check Point Geography-10 Answers • There is presence of Railway line[western Railway] with Railway station • There is presence of Metalled road e) (i) Lined perennial well As there is presence of blue solid dots (ii) Representative fraction is free of units so universally accepted scale f) (i) Relative height of sand dunes is 16 metres from top to bottom at the given point (ii) Occupation of people is-Animal Grazing as there is Open scrub g) (i) Area Scale 2cm to 1km Length-10 km Breadth-10km Area -10km
    [Show full text]
  • Mumbai's Open Spaces Data
    MUMBAI’S OPEN SPACES Maps & A Preliminary Listing Document Prepared by Contents Introduction........................................................2 H(W) ward........................................................54 Mumbai's Open Spaces Data..............................4 K(E) ward.........................................................60 Mumbai's Open Spaces Map...............................5 K(W) ward........................................................66 Mumbai's Wards Map..........................................7 P(N) ward.........................................................72 P(S) ward.........................................................78 City - Maps & Open Spaces List ----------------------------------------------------------------- R(N) ward.........................................................84 A ward................................................................8 R(C) ward.........................................................90 B ward..............................................................12 R(S) ward.........................................................96 C ward..............................................................16 D ward..............................................................20 Central & Eastern - Maps & Open Spaces List ----------------------------------------------------------------- E ward..............................................................24 L ward............................................................100 F(N) ward.........................................................30
    [Show full text]
  • Status of Works Carried out by Cwprs for Mmrda
    STATUS OF WORKS CARRIED OUT BY CWPRS FOR MMRDA INTRODUCTION: The association of CWPRS with MMRDA dates back to the year 1970 and the first study is related to the reclamation in the vicinity of Mithi river (Mahim Creek) in BKC area. Out of the original water spread area of 800 ha, as reported in 1930, about 400 ha area was reclaimed by the year 1973. To study the effects of reclamation of land on the existing flood levels, initially CIDCO and the then Mumbai Metropolitan Region Development Authority (MMRDA) referred studies to Central Water and Power Research Station (CWPRS) in 1975 for the first time for reclamation of 20 ha initially. The objective of the study was to determine the maximum permissible area of reclamation and its configuration without adversely affecting the flooding situation and also to ascertain the measures like channelisation and flood control. Accordingly these studies were undertaken at CWPRS on a physical model constructed to the scale of 1:300-H and 1:50-V. Model studies considered various scenarios of reclamation areas, channelisation of Mithi river in BKC area and bed levels at Mahim causeway. The results of these studies were reported vide CWPRS Technical Report No. 949, 1676 of May 1976 and Note of January 1978. The broad recommendations of CWPRS were as under: a) Channelisation of Mithi river in BKC area is essential prior to reclamation b) In order to reduce flood levels of Mumbai Agra road corresponding to 10 year return period of rainfall provision of sluice gate at Mahim causeway and channelisation is essential.
    [Show full text]
  • MUMBAI SLUM IMPROVEMENT BOARD a REGIONAL UNIT of (MAHARASHTRA HOUSING and AREA DEVELOPMENT AUTHORITY) Tel No.022-66405484, E-Mail- [email protected]
    MUMBAI SLUM IMPROVEMENT BOARD A REGIONAL UNIT OF (MAHARASHTRA HOUSING AND AREA DEVELOPMENT AUTHORITY) Tel No.022-66405484, E-mail- [email protected] Ref. No. EE/City/MSIB / e-tender / 04 / 2017-18 e-TENDER NOTICE Digitally Signed & unconditional online Tender in form ``B-1'' (Percentage Rate) are invited by the Executive Engineer (City) Division Mumbai Slum Improvement Board (Unit of MHADA) Room No. 539 4th floor Griha Nirman Bhavan Bandra (East) Mumbai 400 051 from the contractors registered with PWD /MHADA /CPWD / CIDCO / MES / MJP / MIDC / Indian Railway / BPT / MCGM / in the corresponding appropriate class of contractor or any Govt. / Semi Govt. organization. Sr. Name of Works Estimated E.M.D. 1% Security Registration Tender Time of Deposit 4% (Class) of Price limit for No cost Estimated (2% in the Contractor including completi cost form of 12% on of FDR and GST in work 2% through Rs. RA Bills) 1 Construction of Toilet at Ganesh Bhavan 500000.00 5000.00 20000.00 Class– 560.00 6 Months Gokhale Road, Mahim VIII & (MP-LAD-RSS) (Shri. Piyush Goyal) above 2 Construction of Toilet, Providing and 500000.00 5000.00 20000.00 Class– 560.00 6 Months Laying Drainage Line at Gopal Bhavan, VIII & Kapad Bazar, Mahim above (MP-LAD-RSS) (Shri. Piyush Goyal) 3 Construction of Toilet at Janseva 500000.00 5000.00 20000.00 Class– 560.00 6 Months Rahiwashi Sangh Zopadpatti, Mahim VIII & (MP-LAD-RSS) (Shri. Piyush Goyal) above 4 Construction of Toilet at Ravwadi, 500000.00 5000.00 20000.00 Class– 560.00 6 Months Matunga VIII & (MP-LAD-RSS) (Shri.
    [Show full text]
  • Aerospace Industry in INDIA 2 July & August 2017 Maharashtra Economic Development Council, Monthly Economic Digest Message from Chief Minister of Maharashtra
    MAHARASHTRA ECONOMIC DEVELOPMENT COUNCIL MONTHLY ECONOMIC DIGEST VOL. XLVI NO.: 9 July & August 2017 92 Pages `80 ISSN 2456 - 2457 Opportunities with Atlanta Aerospace Industry in INDIA 2 July & August 2017 Maharashtra Economic Development Council, Monthly Economic Digest Message from Chief Minister of Maharashtra Maharashtra Economic Development Council, Monthly Economic Digest July & August 2017 3 Message from Honourable Minister of Water Resources Maharashtra Economic Development Council, Monthly Economic Digest July & August 2017 5 MEDC Governing Board From the President.... MEDC President : n the last many decades, electoral politics Cdr. Dipak Naik - President & CEO Naik Environment Research Institute Ihas superseded national interests in India. Ltd. (NERIL) The patriotic fervour is replace by hunger for MEDC Vice Presidents power for personal pecuniary gains or self- • Cdr. Anil Save - Mg. Director aggrandisement games. Even as we go to wrap Atra Pharmaceuticals Pvt. Ltd. up the final draft of this month’s Economic • Mrs. Meenal Mohadikar - CEO Digest, the magicians in BJP have pulled out Anand Trade Development a Nitish from the empty Congress hat that Service mesmerised and paralysed the RJD. ‘Swachha • Mr. Ravi Boratkar -Jt. Mg. Director Bihar’ is sighted rising on the horizon. What MM Activ Sci-Tech Coomunications remains to be seen is, will it rise to its zenith? In the mean while the growth is pegged at a reasonable 6% and the markets are looking up MEDC Immediate Past-Presidents : • Dr. Vithal V. Kamat - Chairman with NIFTY crossing the 10 K mark. The Kamat Group of Hotels • Mr. Nandkishor Kagliwal - Chairman The last week of July brought in another sad news that Sri Lanka has Nath Group finally closed the deal with China on Hambantota Port with a few Special Invitee : restrictions.
    [Show full text]
  • BANDRA WORLI BRIDGE Hasan Arshad, Dipoo Gautam, Radheshyam Kushwaha Department of Civil Engineering,IIMT College of Engineering, Greater Noida
    BANDRA WORLI BRIDGE Hasan Arshad, Dipoo Gautam, Radheshyam Kushwaha Department of Civil Engineering,IIMT College of Engineering, Greater Noida Abstract The construction of the Bandra-Worli Bridge is part of the Bandra-Worli Sea Link project necessitated by the exceptionally large amounts of traffic which currently use the Mahim Causeway travel from the western suburbs of Mumbai to the commercial hub of the island City. This affects the efficiency and links to the economic metropolis and the internationally used harbor. As an upshot of Mumbai’s rapid growth in economy and population since its independence, traffic has stalled in the city Centre. It is thought that 120,000 PCU’s use the Mahim causeway every day. Therefore for the sea link to make a substantial difference to the level of traffic on the mainland it is required to be able to accommodate large amounts of traffic. 8 lanes will be provided. It is the first bridge of its kind to be built in open sea, which has brought up a number of engineering issues. The infrastructure within the city is completely saturated and there is little room for expansion on the mainland, there was no other alternative than to construct over the bay. With this solution come a number of other benefits, such as reduced pollution within the city, reduced vehicle operation costs and journey times as well as the city obtaining a coastal landmark. This paper will be mainly concerned with the larger two twinned tower cable stayed sections of the bridge which were designed by consultants Dar Al-Handasah.
    [Show full text]