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Consultancy Services for Carrying out Feasibility Study, Preparation of Detailed Project Report and providing pre- Final Alignment construction services in respect of 2 laning of Pallel-Chandel Option Study Report Section of NH- 102C on Engineering, Procurement and Construction mode in the state of Manipur. ALIGNMENT OPTION STUDY 1.1 Prologue National Highways and Infrastructure Development Corporation (NHIDCL) is a fully owned company of the Ministry of Road Transport & Highways (MoRT&H), Government of India. The company promotes, surveys, establishes, design, build, operate, maintain and upgrade National Highways and Strategic Roads including interconnecting roads in parts of the country which share international boundaries with neighboring countrie. The regional connectivity so enhanced would promote cross border trade and commerce and help safeguard India’s international borders. This would lead to the formation of a more integrated and economically consolidated South and South East Asia. In addition, there would be overall economic benefits for the local population and help integrate the peripheral areas with the mainstream in a more robust manner. As a part of the above mentioned endeavor, National Highways & Infrastructure Development Corporation Limited (NHIDCL) has been entrusted with the assignment of Consultancy Services for Carrying out Feasibility Study, Preparation of Detailed Project Report and providing pre-construction services in respect of 2 laning with paved of Pallel-Chandel Section of NH-102C in the state of Manipur. National Highways & Infrastructure Development Corporation Ltd. is the employer and executing agency for the consultancy services and the standards of output required from the appointed consultants are of international level both in terms of quality and adherence to the agreed time schedule. National Highways & Infrastructure Development Corporation Limited (NHIDCL), MoRT&H, New Delhi has appointed C.E. Testing Company Pvt. Ltd. (CETEST) as consultant to prepare the Detailed Project Report for the above road stretches vide Letter of Acceptance No. NHIDCL/DPR/SN-DMP-PC/MANIPUR/2016/Vol-ll/390 dated 26.10.2017. The Pallel – Chandel section of NH-102C is in the state of Manipur in North East Region of India. The total length of Pallel – Chandel section is about 18.317km (as per topography survey). The instant proposal is to carryout feasibility studies and preparation of Detailed Project Report of Pallel–Chandel section. After obtaining the LoA, The consultant met PMU officials at NHIDCL, PMU office, Imphal. Accordingly Joint site visit was done with the PMU official and alignment & key features were discussed. After that the team carried out a detailed field survey of the project stretch based on that Alignment Option Study Report has been framed. Alignment Option Study Report mainly consists of the following: Doc No: CET/4046/NHIDCL/NH-102C/AOS Revision: R1 May,2018 Page: 3 Consultancy Services for Carrying out Feasibility Study, Preparation of Detailed Project Report and providing pre- Final Alignment construction services in respect of 2 laning of Pallel-Chandel Option Study Report Section of NH- 102C on Engineering, Procurement and Construction mode in the state of Manipur. 1.2 Project Background 1.2.1 Start and End Point of the Project Road The project road starts from Pallel village of the Junction of NH-150 i.e, Imphal on RHS and Burma border road on left hand side and ends at Chandel village(near Chandel district Hospital ) in the state of Manipur . The project road lies in Kakching and Chandel district of Manipur. As per topography survey the total length of the project road comes out as 18.317 km. The Start co-ordinate of the project is Latitude 24027’1.80”N and Longitude 94 01’33.54”E. The End co-ordinate is Latitude 24 019’5.44”N and Longitude 93 058’53.75”E. Photograph of Start and End Point of the project road is enclosed below: Start point of the project road at Pallel End point of the project road at Chandel (chainage 0+000) (chainage 18+317) 1.2.2 Importance of Project Road Project Road strategically inter connects two major districts (i.e. Kakching & Chandel) with state capital Imphal via NH-150. The development of the road as per 2 lane with paved shoulder can boost the agricultural and industrial development of the surrounding area which can be viewed as boosting economic growth and poverty reduction, bringing substantial social and economic development in the region. The social benefits arising due to the project will be triggered off due to improved accessibility to various services such as easy access to markets, health facilities, schools, workplace etc which in turn increases the income of the locals, and ultimately elevating their standard of living. This road passes through the many important places of business/ agricultural interests like Pallel, Thamlakhuren, Aibuldam, Damjol, Leishokching, Kapaam, Phaihu, Hoyshing, Chandanpokpi, Khukthar, Heibonglok, Ringkhu, Saiemthar, Lirungtabi, Knarkhuw, Liwkhullen, Libasnai, Linaleikun, Prallringkhu, Thotthannpm, Diyashi, Zaphoobaran, Qhandel, Hnathan, Chandel. Doc No: CET/4046/NHIDCL/NH-102C/AOS Revision: R1 May,2018 Page: 4 Consultancy Services for Carrying out Feasibility Study, Preparation of Detailed Project Report and providing pre- Final Alignment construction services in respect of 2 laning of Pallel-Chandel Option Study Report Section of NH- 102C on Engineering, Procurement and Construction mode in the state of Manipur. Chainage Chainage Length Length (m) TCS No (m) TCS No (m) (m) From(m) To(m) From(m) To(m) 5860 5980 120 TCS-16 13330 13480 150 TCS-13 5980 6130 150 TCS-10 13480 13580 100 TCS-12 6130 6230 100 TCS-7 13580 13730 150 TCS-13 6230 6520 290 TCS-8 13730 13760 30 TCS-15 6520 6580 60 TCS-15 13760 14010 250 TCS-13 6580 6620 40 TCS-17 14010 14310 300 TCS-15 6620 6830 210 TCS-15 14310 14360 50 TCS-1 6830 6930 100 TCS-13 14360 14470 110 TCS-6 6930 6960 30 TCS-17 14470 14760 290 TCS-1 6960 7060 100 TCS-12 14760 14880 120 TCS-8 7060 7530 470 TCS-13 14880 15630 750 TCS-1 7530 7560 30 TCS-5 15630 16230 600 TCS-8 7560 7810 250 TCS-12 16230 16380 150 TCS-4 7810 8010 200 TCS-15 16380 16430 50 TCS-7 8010 8230 220 TCS-12 16430 16575 145 TCS-8 8230 8260 30 TCS-11 16575 16610 35 TCS-13 8260 8380 120 TCS-12 16610 16630 20 TCS-15 8380 8430 50 TCS-15 16630 16710 80 TCS-13 8430 8560 130 TCS-12 16710 16910 200 TCS-15 8560 8590 30 TCS-5 16910 17080 170 TCS-13 8590 8910 320 TCS-8 17080 17230 150 TCS-15 8910 9260 350 TCS-10 17230 17330 100 TCS-17 9260 9310 50 TCS-13 17330 17480 150 TCS-8 17480 17940 460 TCS-8 1.6 Alignment Option Study & Decision Matrix The project road is located on south direction in the state of Manipur. Horizontal Alignment of the proposed road has been designed based on the guidelines prescribed in IRC: SP 73 – 2015.The design has been carried out to utilize maximum right of way. However due to presence of sharp curves, multiple and zigzag curves geometric improvements has been done in many locations as per the recommended design speed. Also, alternative alignment Doc No: CET/4046/NHIDCL/NH-102C/AOS Revision: R1 May,2018 Page: 17 Consultancy Services for Carrying out Feasibility Study, Preparation of Detailed Project Report and providing pre- Final Alignment construction services in respect of 2 laning of Pallel-Chandel Option Study Report Section of NH- 102C on Engineering, Procurement and Construction mode in the state of Manipur. study has been carried out at 2 locations and most preferred option has been recommended. Chainage wise improvement details are given in Table – 9. Table – 9: Location of geometric improvement required Existing Chainage. Existing Length Design Chainage. (m) Design (m) Length Save in Remarks Length (m) From To (m) From To Meter Alternative Alignment Option 0 580 580 0 582 582 -2 Study at Location-1 Follow Existing Alignment with 580 1750 1170 582 1752 1170 0 recommended design speed as specified in IRC:SP:73-2015 Alternative Alignment Option 1750 3450 1700 1752 3451 1699 1 Study at Location-2 Follow Existing Alignment with 3450 4253 803 3451 4250 799 4 recommended design speed as specified in IRC:SP:73-2015 Geometric improvement at Sharp Curve location with recommended 4253 4708 455 4250 4680 430 25 design speed as specified in IRC:SP:73-2015 Follow Existing Alignment with 4708 4920 212 4680 4890 210 2 recommended design speed as specified in IRC:SP:73-2015 Geometric improvement at Multiple Curve location with 4920 5116 196 4890 5080 190 6 recommended design speed as specified in IRC:SP:73-2015 Follow Existing Alignment with 5116 5693 577 5080 5660 580 -3 recommended design speed as specified in IRC:SP:73-2015 Geometric improvement at Sharp Curve location with recommended 5693 5820 127 5660 5780 120 7 design speed as specified in IRC:SP:73-2015 Follow Existing Alignment with 5820 5890 70 5780 5850 70 0 recommended design speed as specified in IRC:SP:73-2015 Geometric improvement at Sharp Curve location with recommended 5890 6033 143 5850 5990 140 3 design speed as specified in IRC:SP:73-2015 Doc No: CET/4046/NHIDCL/NH-102C/AOS Revision: R1 May,2018 Page: 18 Consultancy Services for Carrying out Feasibility Study, Preparation of Detailed Project Report and providing pre- Final Alignment construction services in respect of 2 laning of Pallel-Chandel Option Study Report Section of NH- 102C on Engineering, Procurement and Construction mode in the state of Manipur. Existing Chainage. Existing Length Design Chainage.
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  • The Emergence of Obstruents After High Vowels*

    The Emergence of Obstruents After High Vowels*

    John Benjamins Publishing Company This is a contribution from Diachronica 29:4 © 2012. John Benjamins Publishing Company This electronic file may not be altered in any way. The author(s) of this article is/are permitted to use this PDF file to generate printed copies to be used by way of offprints, for their personal use only. Permission is granted by the publishers to post this file on a closed server which is accessible to members (students and staff) only of the author’s/s’ institute, it is not permitted to post this PDF on the open internet. For any other use of this material prior written permission should be obtained from the publishers or through the Copyright Clearance Center (for USA: www.copyright.com). Please contact [email protected] or consult our website: www.benjamins.com Tables of Contents, abstracts and guidelines are available at www.benjamins.com The emergence of obstruents after high vowels* David R. Mortensen University of Pittsburgh While a few cases of the emergence of obstruents after high vowels are found in the literature (Burling 1966, 1967, Blust 1994), no attempt has been made to comprehensively collect instances of this sound change or give them a unified explanation. This paper attempts to resolve this gap in the literature by introduc- ing a post-vocalic obstruent emergence (POE) as a recurring sound change with a phonetic (aerodynamic) basis. Possible cases are identified in Tibeto-Burman, Austronesian, and Grassfields Bantu. Special attention is given to a novel case in the Tibeto-Burman language Huishu. Keywords: epenthesis, sound change, aerodynamics, exemplar theory, Tibeto- Burman, Austronesian, Niger-Congo 1.
  • Districts of Manipur State

    Districts of Manipur State

    Manipur State Selected Economic Indicators. Sl. Items Ref. Year Unit Particulars No. 1. Geographical Area 2011 Census '000 Sq. Km. 22.327 2. Population 2011 Census Lakh No. 27.22 3. Density -do- Persons per 121 Sq. Km. 4. Sex Ratio -do- Females per 987 '000 Males 5. Percentage of Urban Population to -do- Percentage 43 the total population 6. Average Annual Exponential Growth 2001-2011 -do- 1.86% Rate 7. Population Below Poverty Line (As 1999-2000 -do- 28.54% per Planning Commission estimates) 8. Literacy rate : (i) Persons (ii) Male (iii) 2011 Census -do- i) 79.85% Female ii) 85.48% iii)77.15% 9. Gross State Domestic Product 2004-05 to 2010- (GSDP) at factor cost : 2011 (Q) Rs. in crore 9198.14 (i) At current prices -do- -do- 7184.09 (ii) At constant (1993-94) prices 10. Net State Domestic Product (NSDP) at factor cost -do- -do- 8228.31 (i) At current prices -do- -do- 6548.20 (ii) At constant (1993-94) prices 11. Per Capita NSDP (i) At current prices 2003-2004 Rupees 29684 (ii) At constant (1993-94) prices -do- 23298 12. Index of Agricultural Production 2002-2003 (P) - 3325 (Base: Triennium ending 1981- 82=100) 13. Total cropped area 1999-2000 Lakh hectare 1,65,787 14. Net area sown -do- -do- 1,55,232 15. Index of IIBtrial Production (Base : 2002-2003 (P) - 502 1993-94=100 16. Post office per lakh population 2017 (December) No. 25.75 17. All scheduled commercial banks per 2017 (December) Nos. 6.87 lakh population 18.