DOCSLIB.ORG

Emerging Innovative Solutions Enhancing Practical Geotechnical Engineering

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Emerging Innovative Solutions Enhancing Practical Geotechnical Engineering Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (2008) - Sixth International Conference on Case Geotechnical Engineering Histories in Geotechnical Engineering 15 Aug 2008, 1:30 pm - 3:00 pm Emerging Innovative Solutions Enhancing Practical Geotechnical Engineering Shubhada S. Jagtap Maccaferri Environmental Solutions Pvt. Ltd., India Annapurni Iyer Maccaferri Environmental Solutions Pvt. Ltd., India Minimol Korulla Maccaferri Environmental Solutions Pvt. Ltd., India Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Jagtap, Shubhada S.; Iyer, Annapurni; and Korulla, Minimol, "Emerging Innovative Solutions Enhancing Practical Geotechnical Engineering" (2008). International Conference on Case Histories in Geotechnical Engineering. 3. https://scholarsmine.mst.edu/icchge/6icchge/session11b/3 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conference on Case Histories in Geotechnical Engineering by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. EMERGING INNOVATIVE SOLUTIONS ENHANCING PRACTICAL GEOTECHNICAL ENGINEERING Shubhada S Jagtap Annapurni Iyer Minimol Korulla Engineer Design, Manager (Designs), GM- Designs & Maccaferri Env. Sol. Pvt. Ltd., Maccaferri Env. Sol. Pvt. Ltd., Chief of World Design Center, 1003, Cassablanca, CBD Belapur, 1003, Cassablanca, CBD Belapur, Maccaferri Env. Sol. Pvt. Ltd., Navi Mumbai – 400614. Navi Mumbai – 400614. 1003, Cassablanca, CBD Belapur, Maharashtra, India. Maharashtra, India. Navi Mumbai – 400614, Maharashtra, India. [email protected] [email protected] [email protected] ABSTRACT This paper presents two case histories, wherein double twisted hexagonal wire mesh crates and netting were used as a solution for geotechnical problems that aroused while execution. One of which is worldwide known and one of the most prestigious projects of India - Konkan Railway, and second is internationally noted tourist spot- Amby Valley Sahara lake city. In Konkan Railway project, double twisted wire mesh was used as a basic material for variety of problems like rock fall prevention, Gravity walls at the base of rock slopes, Baby Gabions as ballast retention for railway tracks, Platform Gabions etc. Adoption of Gabions and rock fall netting was one of its types of innovative solutions for this project. For Amby Valley Sahara lake city project, global instability of high cuttings in soil and heavy landslides were the major geotechnical problems. Many traditional solutions have failed at the site. Gabion retaining walls were adopted of heights ranging from 2 m to 13 m. Though there were initial failures mainly due to faulty construction, the same system of Gabion walls was continuously adopted due to its flexible, permeable and environment friendly nature. INTRODUCTION conventional solution may not serve the purpose and need of innovative techniques arises. Civil Engineers always come across critical problems with unique site conditions. Many a times, instead of following the Case histories of Konkan Railway project and Amby Valley same path of traditional solutions, they may need to adopt Sahara lake city project are discussed in subsequent innovative ideas which will best suit as the problem solution paragraphs with respect to project brief introduction, with economy and utmost effectiveness. geotechnical problems faced while execution and solutions adopted. As far as Geotechnical Engineering is concerned, the intensity of such critical problems is more, as we, Geotechnical Engineers, need to deal with soil, rock and inside strata of the KONKAN RAILWAY PROJECT, MAHARASHTRA, earth to study the particular site, before going for construction. INDIA Many uncertainties always persist with unique characteristics of each region. But, for all major and important civil engineering works, such Geotechnical surveys and relative Project Brief History studies are highly necessary. Until Konkan Railway started its operations, the two important While executing any such projects, the documentation of the port cities Mangalore (in Karnataka State of India) and experience, new learning and many innovative solutions Mumbai (in Maharashtra State of India) were not directly adopted successfully, can be kept and referred back as a Case connected by the railway network. Even though economic History in future. Case histories play an important role to reasons provided a strong need to connect these two cities, the arrive at a solution, not only for practicing engineers as a region through which the railway track passed was guide, but also for professors and students as a reference geographically very tough and would be an engineering literature and sometimes also for experienced professionals in challenge. the field. In Geotechnical Engineering practice, designers many times come across a problem, for which giving the Paper No. 11.10b 1 The Konkan Railway is the first railway project in India, formidable terrain and the short construction period which was taken on ‘BOT’ (Build-Operate and Transfer) necessitated the use of several technological innovations. The concept. The 760 km long Konkan Railway route passes construction and widening of the track called for large through large number of cuttings, tunnels, bridges and quantities of cutting in rocks of lateritic and basaltic origin. embankments, in Maharashtra, Goa and Karnataka states of The exposed lateritic terrains are subjected to heavy rainfall India, along foothills of Western Ghat section and west coast. and in the presence of water; the laterite loses all of its The work in construction began in in the year 1990, and the cohesiveness, strength and become very vulnerable to cause entire rail line from Roha (Maharashtra) to Thokur heavy slides and slips. This further called for the necessity of (Karnataka) was commissioned on 1 st May 1998. With the proper retaining walls and rock fall prevention measures. construction of this Broad Gauge line, the rail distance from Mumbai (Bombay) to Mangalore and Delhi to Mangalore has Another problem was the limited space available for the been significantly reduced. tracks. The ballast which is laid below the tracks primarily serves the purpose of load dispersion apart from giving added The client of this project was Konkan Railway Corporation resilience. Conventionally, a ballast layer of depth 250 mm is Limited (KRCL) and number of small contractors were adopted below the sleepers with a depth of 500mm on the involved to carry out the works. sides, sloping outwards. This requires a greater utilization of space on the sides, with sufficient width for embankment. The task was formidable. As Karlis Goppers pointed out in Further over a period of time, due to the repeated use of track, his Swedish International Development Cooperation Agency the ballast has a tendency to roll out of tracks. Also, as an (SIDA) report in July 1997: With a total number of 2,000 innovative solution and for speedy construction, Gabions were bridges and 92 tunnels to be built through this mountainous used to construct the platforms of various stations along the terrain containing many rivers, the project is the biggest and route. perhaps most difficult railway undertaking during this century, at least in this part of the world. The various problems had There have been many instances of boulder/ rock falls and been carried out efficiently and in a very short time. rock slips in small quantities from the rock cutting slopes towards the track, particularly in monsoon period. The trains have hit the infringed / fallen boulder over the track and Geotechnical Data of the Terrain caused damage to cattle guard / loco and even to rail track /Sleepers. In order to prevent such isolated boulder fall / small The terrain through which Konkan Railway passes consists rock slips, innovative and cost effective measure, namely, mainly of Basaltic rocky strata due to presence of Sahyadri ‘Boulder netting’ over the rock slopes have been extensively mountains, and lateritic soil. As the railway line is parallel to used in vulnerable and high depth cutting locations. Boulder the western coast from Mumbai to Mangalore, the entire netting solution is mainly identified only in the locations, terrian is subjected to heavy rainfall (around 3000 to 4000 (i) Where the rock strata is fairly strong, but jointed and mm) in the monsoon season. These Basalt rocks are igneous, blocky in nature, with no definite pattern / orientation of extrusive rocks which have been erupted as lava flows, about joints. millions of years ago from deep inside the earth and spread on (ii) Where rock mass is shattered with wide /deep and uneven the surface of different layers. Over hundreds of years, the top cracks, which cannot be removed by loose scaling. cover of the Basalt rock has been subjected to weathering, (iii) Where big size sub rounded boulders are seen in top rock thereby forming a red laterite soil crust of variable thickness slopes, partially embedded in laterite soil. on top of the rock. The main engineering problems
Load more

Recommended publications
  • Depliant MURI Int+Cop
    Road works Problems and solutions Gravity earth retaining structures Gabion earth retaining structures Technical manuals define a retaining structure as any structure capable of resisting an applied soil pressure. Retaining walls are permanent structures typically constructed at the toe of a slope or to retain backfill. The planning and implementation of these structures must take careful account of several structural and functional considerations: - Geomorphological conditions - Analysis of the static and dynamic (seismic) forces present - Presence of phreatic surfaces - Costs of the completed structure "Functionality" must include not only the overall environmental impact of the structure, but also the various local environmental mitigations and improvements that the entire road works should provide. The variety of gabion applications, combined with the testamonial Italy of existing gabion structures built since 1894, represents the reliability and reassurance that Maccaferri offers its clients. Over time, design standards and approaches have changed. What has not altered is the ability of Maccaferri gabions to perform as designed; fundamentally the structural stability and integrity, but in addition the capability to establish vegetation with the active function (the creation of a new local on the external facing. environmental equilibrium). The key to the longevity of these structures is obviously based Gabion structures were, perhaps unconsciously in the upon the quality of the steel wire, but mainly due to the original beginning, the first historical examples of "environmental idea of gabions. To combine the passive function (soil retention) insertion” of an artificial structure. Italy Italy 03 Advantages and characteristics Robust • • Versatile Flexible • • Good environmental Permeable • and aesthetic impact Durable • GABION EARTH RETAINING STRUCTURES RETAINING GABION EARTH The assembly and installation of gabions is extremely simple in any environment without the aid of specialised equipment or personnel.
    [Show full text]
  • COMPETITIVE IMPACT STATEMENT the United States, Pursuant to Section 2(Bl of the Antitrust Procedures and Penalties Act ("APPA"), 15 U.S.C
    UNITED STATES DISTRICT COURT FOR THE DISTRICT OF MARYLAND UNITED STATES OF AMERICA, ) ) Plaintiff, ) ) v. l ) S.p.A. OFFIClNE MACCAFERRI1 l MACCAFERRl GABIONS ) MANUFACTURING COMPANY, INC.: ) and RIVER AND SEA GABIONS l (LONDON) LIMITED, ) ) Defendants. l COMPETITIVE IMPACT STATEMENT The United States, pursuant to Section 2(bl of the Antitrust Procedures and Penalties Act ("APPA"), 15 u.s.c. Sl6(bl-(h), files this Competitive Impact statement relating to the proposed Final Judgment submitted for entry in this civil antitrust proceeding. I NATURE AND PURPOSE OF THE PROCEEDING On the United States filed a civil antitrust complaint under Section 15 of the Clayton Act, 15 u.s.c. 525, challenging the February 15, 1983 acquisition of Terra Aqua Inc. ("Terra Aqua") by S.p.A, Officine Maccaferri ("Officine") through its subsidiary, River and Sea Gabions (London) Limited ("R&S"), as a violation of Section 7 of the Clayton Act, 15 u.s.c. 518. Also named in the Complaint was Maccaferri Gabions Manufacturing Company, Inc. ("MGMC"), Which is also controlled by Officine. The complaint alleges that the effect of the acquisition may be substantially to lessen competition in the United States market for the manufacture and sale of gabions. The complaint seeks the divestiture of Terra Aqua and a permanent injunction preventing defendants from carrying out any future acquisition of Terra Aqua. Plaintiff and defendants have stipulated that the proposed Final Judgment may be entered after compliance· with the APPA. Entry of the proposed Final Judgment would terminate this action, except that the Court would retain jurisdiction to construe, modify and enforce the proposed Final Judgment and to punish violations of the proposed Final Judgment.
    [Show full text]
  • Emerging Innovative Solutions Enhancing Practical Geotechnical Engineering
    Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (2008) - Sixth International Conference on Case Geotechnical Engineering Histories in Geotechnical Engineering 15 Aug 2008, 1:30 pm - 3:00 pm Emerging Innovative Solutions Enhancing Practical Geotechnical Engineering Shubhada S. Jagtap Maccaferri Environmental Solutions Pvt. Ltd., India Annapurni Iyer Maccaferri Environmental Solutions Pvt. Ltd., India Minimol Korulla Maccaferri Environmental Solutions Pvt. Ltd., India Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Jagtap, Shubhada S.; Iyer, Annapurni; and Korulla, Minimol, "Emerging Innovative Solutions Enhancing Practical Geotechnical Engineering" (2008). International Conference on Case Histories in Geotechnical Engineering. 3. https://scholarsmine.mst.edu/icchge/6icchge/session11b/3 This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conference on Case Histories in Geotechnical Engineering by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. EMERGING INNOVATIVE SOLUTIONS ENHANCING PRACTICAL GEOTECHNICAL ENGINEERING Shubhada S Jagtap Annapurni Iyer Minimol Korulla Engineer Design,
    [Show full text]
  • MS Word Technical Paper Template
    Temporary Slope Stabilization at the Airport Trail Tunnel Excavation, City of Calgary Paul Xu, Ognian Gubev, Bronwen Kelley Laura Normore, Tara Rihn, Lee Nichols Terracon Geotechnique Ltd., Calgary, Alberta, Canada Kelly Illerbrun PCL, Calgary, Alberta, Canada ABSTRACT The City of Calgary identified Airport Trail as a key East-West Corridor providing connection from Deerfoot Trail to Stoney Trail. The Calgary International Airport expansion project resulted in a need to develop a tunnel to accommodate east-west traffic under the new runway and taxiways. This tunnel was constructed as a cut and cover tunnel requiring excavation up to 19 metres deep in the local tills and Tertiary soft rocks. This paper describes the rock slope issues and mitigating measures to allow safe construction to proceed. RÉSUMÉ La ville de Calgary a identifié l’Airport Trail comme étant un corridor est-ouest clé assurant la connexion entre la Deerfoot Trail et la Stoney Trail. Le projet d’expansion de l’aéroport international de Calgary a donné lieu à un besoin de développer un tunnel pour répondre au trafic est-ouest sous la nouvelle piste et les nouvelles voies de circulation. Ce tunnel a été construit comme un tunnel couvert nécessitant une excavation jusqu’à 19 mètres de profondeur dans les tills locaux et les roches tendres du Tertiaire. Ce document décrit les problèmes de talus rocheux et les mesures d’atténuation afin de permettre une construction sécuritaire. 1 INTRODUCTION Geotechnical site investigation work (core drilling and seismic surveys) completed by others was conducted The Calgary International Airport was undergoing the from 2008 through to 2010.
    [Show full text]
  • Stopbank Design and Construction Guidelines
    Stopbank Design and Construction Guidelines Title Title part 2 Bay of Plenty Regional Council Guideline 2014/01 5 Quay Street PO Box 364 Whakatāne 3158 NEW ZEALAND ISSN: 1179-9595 (Print) ISSN: 1179-9609 (Online) Stopbank Design and Construction Guidelines Guideline 2014/01 ISSN: 1179 9595 (Print) ISSN: 1179 9609 (Online) November 2014 Version 1.1 Bay of Plenty Regional Council 5 Quay Street PO Box 364 Whakatāne3158 NEW ZEALAND Prepared by Robbin Britton, Britton Consultants Ltd Cover Photo: Rangitāiki Floodway stopbank reconstruction 2014, Arch Delahunty. Foreword Stopbanks are the main structural measure used by the Bay of Plenty Regional Council (BOPRC) to protect people and property from floodwaters. The Regional Council has built and maintains some 346 km of stopbanks which line the banks of rivers and streams on five major and minor flood protection schemes. Over time the Regional Council has amassed a great deal of experience in the design, construction and ongoing maintenance of stopbanks. Whilst much of the operational and maintenance is summarised in Regional Council’s Asset Management Plan very little Council documentation exists to describe the process of designing and building stopbanks. The aim of this document is to provide guidance to existing and potential owners of stopbanks on how to build, own and maintain stopbanks that are reliable especially when working under design loading conditions. The document provides guidance on vital points to consider from the planning stage right through to describing flood emergency barrier options. This guideline documents Regional Council’s in-house experience and compliments it with other best practices adopted by other national and international agencies responsible for stopbanks.
    [Show full text]
  • Presentazione Di Powerpoint
    Environmental Product Declaration (EPD) GABIONS implemented with plastic coated double twist mesh PCR: 2012:01 Construction products and construction services version 2.2 Geographical scope: Global EPD registration number: S-P-01465 Date of publication (issue): 2019-01-18 EPD in accordance with ISO 14025 and Date of revision: 2021-06-22 EN 15804+A1 Date of validity: 2023-12-17 (5 years) SUMMARY 1. The company 3 4. Reference 14 2. The Products 4 5. Glossary 15 2.1 The production process 6 2.2.Product composition 7 3. Environmental product declaration 8 6. Additional information 16 3.1 Methodology 8 3.2 Declared unit 9 3.3 System boundary 9 3.4 Main assumptions 11 3.5 Parameters describing the environmental impacts 11 3.6 Indicators of resources use 12 3.7 Indicators of waste output flows 13 7. Verification and registration 17 PROGRAMME RELATED INFORMATION This EPD is developed under The International EPD ® System Programme Operator, in compliance with the General Program Instruction version 2.5. for the EPD development and the Product Category Rules PCR CPC 54 “Construction products and Construction services” 2012:01 version 2.2. More information about the International EPD ® System is available on the website https://www.environdec.com/ 2 1. THE COMPANY Founded in 1879, Officine Maccaferri is specialised in the development of engineering solutions for the civil and environmental construction industry. Its continued growth is based upon long-held values of innovation, integrity, excellent service and respect for the environment. Our vision is to become a leading international provider of advanced solutions to the civil, geotechnical and environmental construction markets.
    [Show full text]
  • Gabion Mat Accaferri Gabion Mats Are Large Rectangular Fig
    Flexibility Permeability Economy Strength Gabion Mat accaferri Gabion Mats are large rectangular Fig. 1 Mbaskets that, when filled with rock, are used to provide tough, long term erosion control solutions for high water flow environments. Gabion Mats are made from Maccaferri’s double twisted steel wire mesh, proven worldwide for over 125 years to offer strength, flexibility, integrity, and longevity. Gabion Mats offer flexible, permeable, naturally integrated erosion protection in many applications: ● Streambank protection ● Channel linings ● Shorelines Maccaferri double twisted hexagonal wire mesh is ● Culverts and ditches manufactured from heavily galvanized steel wire, with a tough PVC coating for additional protection. ● Bridge abutments The double twisted hexagonal mesh is very robust and can ● Grade control structures accommodate large differential settlements without rupturing or unraveling. Stresses in the mesh are dissipated in two Because of their large size, Gabion Mats can be installed dimensions throughout the mesh, even if wires are cut or much more rapidly than regular gabions; less assembly damaged! This is vital, particularly in critical infrastructure and erection is required for the same area of erosion erosion control applications where there is the potential for protection. This makes Gabion Mats particularly attractive differential settlement. to construction professionals on large projects who want to increase construction efficiency and value. Maccaferri software is available to design erosion protection solutions, including Gabion Mats. Our Macra1 software Gabion Mats integrate with their surroundings, encouraging allows the user to check both unvegetated and vegetated the preservation and restoration of the natural environment. solutions very easily. Having 30% voids, the permeability and filtering capability of the rock fill allows soil, water, air, and vegetation to For more information on Gabion Mats, technical specifications, interact.
    [Show full text]
  • PREFEASIBILITY STUDY for Shri. Subhash Chougule
    Shri. Subhash Chougule PPRREEFFEEAASSIIBBIILLIITTYY SSTTUUDDYY FFOORR SShhrrii.. SSuubbhhaasshh CChhoouugguullee Sadekar Enviro Engineers Pvt. Ltd Page 1 Shri. Subhash Chougule Executive summary Shri. Subhash B. Chougule., has been granted a quarrying lease over an area 2.0 Ha. In the survey No. 35,1/1 (Part). At present the production quantity is 3,005 brass per year. The major highlights of the project are: ÿ The project comes under non agriculture land. ÿ Project site has proper road accessibility. ÿ No displacements of settlement are required. ÿ No sensitive places of notified archaeological, historical or tourist importance within or nearby the buffer zone. Project Description Location: The site is located at plot No. 35,1/1 (Part), Kandoli, Kudal, District Sindhudurg, Maharashtra. Land: The land provided comes under mining area approved by the government of India. Therefore no need of human displacement is needed in the project area. The land provided for stone mining is 2.0 hectare to the project proponent. All the required facilities are accommodated in the respective project area. Co-ordinate: The coordinates of the plant site are latitude 15°59'54.25"N and longitude 73°49'30.50"E Water: Water requirement of the project will be met through the open well water which is existing in the project area. Company does not exploit any other water resources or ground water; therefore no adverse impact is anticipated on water environment. The water requirement is estimated to be maximum of 3.0 CMD. Electric Supply: The estimated power requirement for the project will be Nil. Power supply to the project will be sourced from Maharashtra State Electricity Distribution Co.
    [Show full text]
  • TSB Newsletter Volume 6, Issue 2, December 2007
    TECHNICAL STANDARDS BRANCH VOLUME 6, Issue 2, December 2007 Editor’s Remarks The December Newsletter contains articles This newsletter also contains wishes on Highway Ditch Erosion Remediation, for a safe and Happy Holiday Season. Geotechnical Conferences, Recommended Guidelines for Traffic Control Devices, Usage May the coming year be filled of the Alberta Infrastructure and with good health, prosperity, and peace Transportation New Products List, Alberta for you and your friends and loved ones. Infrastructure and Transportation Goes Florescent on Select Traffic Warning Signs, and Technology Transfer/\Technical Training. Allan Kwan Editor-in-Chief All of us in Technical Standards Branch look forward to working with all in the New Year. Tricia Hurry Roger Skirrow………….………Ron Stoski Associate Editors IN THIS ISSUE Highway Ditch Erosion Remediation.................................................................................... 2 Geotechnical Conferences ...................................................................................................... 5 Recommended Guidelines for Traffic Control Devices....................................................... 6 Use of Alberta Infrastructure and Transportation New Products List ............................. 6 Alberta Goes Florescent on Select Traffic Warning Signs……………………………….. 9 Technology Transfer // \\ Technical Training.…………………………………….……….10 1 \ Highway Ditch Erosion Remediation The gully erosion along south ditch was a result of the Hwy 986:01 Daishowa East Hill steep ditch bed
    [Show full text]
  • Christopher I. Thornton, Phd, PE
    Christopher I. Thornton, PhD, PE Colorado State University Department of Civil and Environmental Engineering 1320 Campus Delivery Fort Collins, CO 80523 (970) 491-8340 [email protected] EDUCATION 1999 Ph.D. in Civil and Environmental Engineering, Colorado State University 1995 M.S. in Civil and Environmental Engineering, Colorado State University 1993 B.S. in Civil and Environmental Engineering, Colorado State University 1999 Professional Engineer License, Colorado (PE 33400) ACADEMIC POSITIONS 2006- present Associate Professor, Civil and Environmental Engineering, Colorado State University, Fort Collins, CO 2004- present Director, Engineering Research Center, Colorado State University, Fort Collins, CO 1999-2006 Research Scientist, Civil and Environmental Engineering, Colorado State University, Fort Collins, CO 1995-1999 Research Assistant, Civil and Environmental Engineering, Colorado State University, Fort Collins, CO HONORS AND AWARDS 2013 Borland Professor Chair in Hydraulics 2013 Faculty Research Award, awarded by the Civil and Environmental Engineering Department 2012 Dr., Thornton was awarded a $1.9 million dollar award by the U.S. Army Corps of Engineers to construct two commercial grade greenhouses, establish vegetation native to the Jacksonville area and conduct full- scale overwash testing essential to providing appropriate levels of confidence for future dam designs. 2009 Dr. Thornton (CSU Team Leader) was awarded $1.7 million by the U.S. Army Corps of Engineers to work with a world-renowned group of experts to generate guidelines and methodologies for designing levee overtopping protection for not only the New Orleans area damaged by Hurricane Katrina, but for virtually all levee systems. 2007 Department Research Award, awarded by the Civil and Environmental Engineering Department 2006 Research Faculty Award for Excellence, awarded by the Civil Engineering Department PUBLISHED WORKS Refereed Journal Articles: PUBLISED: 1.
    [Show full text]
  • Details of Contracts Awarded During the Month Electrical Department (Ratnagiri)
    DETAILS OF CONTRACTS AWARDED DURING THE MONTH ELECTRICAL DEPARTMENT (RATNAGIRI) Month : December 2015 Whether Type of contract Nos. and Name of Mode of Date of Bidding Last date of Nos. of Nos. and Name of parties awarded Value of Scheduled Sr. parties not qualified Tender No. Item/Nature of work Tender Publication (Single/ receipt of tenders qualified after technical to lowest Contract No. & Date Name of Contractor Contract date of No. after technical Enquiry of NIT Two Bid tender received evaluation tenderer/ (Rs.) completion evaluation System) Evaluated L1 Electrification of proposed Warehouse and By 1 KR/RN/EL/T/8/2015 Website / (1)M/s Illumination provision of lighting arrangement at Limited KR/RN/EL/T/8/2015 M/s Illumination speed 03.11.2015 23.11.2015 2 Enterprise,Mumbai Nil Yes 12,25,690/- 03.05.2016 platform No.2 for freight loading facility at Tender. (2) M/sP.R.Garde,Ratnagiri dtd. 04.12.2015 Enterprise,Mumbai Zarap station under Ratnagiri Region post/courier /dak 2 KR/RN/EL/T/7/2015 Provision of 16 mtrs height High Mast By (1)M/s mahamaya Two-(1)M/s Alpha lighting with LED fittings at Website / Electricals,Karwar Mumbai Techno Electricals,Navi Limited KR/RN/EL/T/7/2015 M/s Mahamaya Kankavli,Kudal and Sawantwadi stations speed 18.09.2015 09.11.2015 4 2)M/s Illumination Mumbai (2)M/s Yes 17,49,620/- 09.04.2016 Tender. dtd. 10.12.2015 Electricals, Karwar under Ratnagiri Region post/courier Enterprise,Mumbai A.S.Electric /dak Corpitation,Navi Mumbai Month : November 2015 Whether Type of contract Nos.
    [Show full text]
  • Assessment of Deficiencies and Preservation of Bridge Substructures Below the Waterline
    NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT ASSESSMENT OF DEFICIENCIES AND PRESERVATION OF BRIDGE SUBSTRUCTURES BELOW THE WATERLINE TRANSPORTATION RESEARCH BOARD NATIONAL RESEARCH COUNCIL TRANSPORTATION RESEARCH BOARD NATIONAL RESEARCH COUNCIL TRANSPORTATION RESEARCH BOARD EXECUTIVE COMMITTEE 1982 Officers Chairman DARRELL V MANNING, Director, Idaho Transportation Department Vice Chairman LAWRENCE D. DAHMS, Executive Director, Metropolitan Transportation Commission, San Francisco Bay Area Secretary THOMAS B. DEEN, Executive Director, Transportation Research Board Members RAY A. BARNHART, Federal Highway Administrator, U.S. Department of Transportation (ex officio) FRANCIS B. FRANCOIS, Executive Director, American Association of State Highway and Transportation Officials (ex officio) WILLIAM J. HARRIS, JR., Vice President for Research and Test Department, Association of American Railroads (ex officio) J. LYNN HELMS, Federal Aviation Administrator, U.S. Department of Transportation (ex officio) THOMAS D. LARSON, Secretary of Transportation, Pennsylvania Department of Transportation (ex officio, Past Chairman 1981) RAYMOND A. PECK, JR., National Highway Traffic Safety Administrator, U.S. Department of Transportation (ex officio) ARTHUR E. TEELE, JR., Urban Mass Transportation Administrator, U.S. Department of Transportation (ex officio) CHARLEY V. WOOTAN, Dir^cfor, Texas Transportation Institute, Texas A&M University (ex officio. Past Chairman 1980) GEORGE J. BEAN, Director of Aviation, Hillsborough County (Florida) Aviation Authority
    [Show full text]