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Telugu

దయతో అవసరమైన వాటిని చేయండి

Senast uppdaterad: 2019-11-19
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Engelska

TERMS AND CONDITIONS 1. This rental agreement is with effect from -------------------- 2. The LESSEE has paid a sum of Rs. -------------------towards security deposit to the LESSOR. The secuity deposit shall not carry any interest and shall be refunded back to the LESSEE at the time of vacating the scheduled premises after deducting any arrears in rent, electricity bills, breakages, cleaning charges. 3. The LESSEE further agrees to pay a monthly rent of Rs.--------- The rent for each month shall be paid on or before 5th of every month (after completion of the month) 4. In case the LESSEE wants to vacate the premises before the period available to them, they should give one month notice, in writing, or one month rent in lieu of the notice period. The LESSOR also shall give one month notice to the LESSEE for terminating the Lease period. 5. The LESSEE shall not have any right to claim deduction of rent from the security deposit amount. On the other hand the LESSEE shall keep paying the rent as agreed. 6. If the LESSEE commits any default to pay the rent regularly on due dates or commit any default to observe or perform any of the terms here to agreed. the LESSOR hereby reserves the right to terminate the LEASE hereto granted and take over possession of the schedule premises. 7. The LESSEE shall bear and pay the electricity consumed to the AndharPradesh Southern Power Distribution Limited as per their monthly bill and pass on the copy of the bill along with the payment receipt to the LESSOR. Water charges will be in shared basis. 8. The LESSEE agrees not to sub-let or under-let the schedule premises in whole or part to any third person/party. 9. The LESSEE shall keep and maintain the schedule premises clean and in good condition if any damage shall be borne by the LESSEE 10. The lessor shall have the right to terminate the tenancy if the lessee fails to pay the rents regularly for a consecutive period of two months or commits breach of any of the terms herein and take possession of the schedule premises. 11. list of fittings and fixtures available in the premises. 1. ceiling fans 2. Tublight 3. CFL bulb 4. lights In witness where of the LESSOR and the LESSEE have signed the deed of rental agreement on the day month and year above written

Telugu

ఇకపై ఇతర భాగం యొక్క "లెస్సీ" (అద్దెదారు) గా సూచిస్తారు. మొదటి పార్టీ సభ యొక్క సంపూర్ణ యజమాని, ఇందులో ఒక హాల్, ఒక కిచెన్, మూడు బెడ్ రూములు మరియు బాత్రూమ్‌లు ఉన్నాయి

Senast uppdaterad: 2019-11-19
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Engelska

building contract agreement AGREEMENT BETWEEN OWNER AND CONTRACTOR for use when a stipulated price forms the basis of payment and to be used only with the General Conditions of the Contract THIS AGREEMENT made on the day of in the year two thousand and . BY AND BETWEEN ____________________________________________________________________________________________________________________________________________________________________ hereinafter called the "Owner" AND ____________________________________________________________________________________________________________________________________________________________________ hereinafter called the "Contractor" WITNESSETH: that the Owner and Contractor undertake and agree as follows: ARTICLE A-1 THE WORK The Contractor shall: (a) perform all the Work required by the Contract Documents for _______________________ _____________________________________________. (See Tender Form for Description) which have been signed in triplicate by both the parties, (b) do and fulfil everything indicated by this Agreement, and (c) commence the Work by the day of , 20 and substantially perform the Work of this Contract as certified by the Engineer/Architect by the _______ day of _________ 20 . (d) The "Engineer/Architect" is the person designated as such from time to time by the Owner. ARTICLE A-2 CONTRACT DOCUMENTS The following is an exact list of the Contract Documents referred to in Article A-1: (SEE TABLE OF CONTENTS FOR LIST OF DOCUMENTS AND DRAWINGS). See Attached ARTICLE A-3 CONTRACT PRICE THE CONTRACT PRICE IS $ _______________________________________________________ ________________________________________________________________________________________________ (HST INCLUDED) Canadian funds which price shall be subject to adjustments as may be required in accordance with the General Conditions of the Contract. ARTICLE A-4 PAYMENT (a) Subject to applicable legislation and, where such legislation does not exist or apply, in accordance with such prescribed regulations or industry practice respecting holdback percentages and in accordance with the provisions of the General Conditions of the Contract, the Owner shall: (1) make monthly payments to the Contractor on account of the Contract Price. The amounts of such payments shall be as certified by the Engineer/Architect; and (2) upon Substantial Performance of the work as certified by the Engineer/Architect pay to the contractor any unpaid balance of holdback monies then due; and (3) upon Total Performance of the Work as certified by the Engineer/Architect pay to the contractor any unpaid balance of the Contract Price then due. (b) If the Owner fails to make payments to the Contractor as they become due under the terms of this Contract or in any award by a court, interest at the rate and in the manner specified in GC21-Certificates and Payments, shall become due and payable until payment. Such interest shall be calculated and added to any unpaid amounts monthly. ARTICLE A-5 ADDRESSES FOR NOTICES All communications in writing between the parties or between them and the Engineer/Architect shall be deemed to have been received by the addressee if delivered to the individual or to a member of the firm or to an officer of the Corporation for whom they are intended or if sent by post or by facsimile addressed as follows: The Owner at: ________________________________________________________________ ________________________________________________________________ ________________________________________________________________ The Contractor at: ________________________________________________________________ ________________________________________________________________ ________________________________________________________________ The Engineer/Architect at: __________________________________________________________ __________________________________________________________ __________________________________________________________ ARTICLE A-6 SUCCESSION The General Conditions of the Contract hereto annexed, and all other aforesaid Contract Documents, are all to be read into and form part of this Agreement and the whole shall constitute the Contract between the parties and subject to law and the provisions of the Contract Documents shall ensure to the benefit of and be binding upon the parties hereto, their respective heirs, legal representatives, successors and assigns. IN WITNESS WHEREOF the parties hereto have executed this Agreement under their respective corporate seals and by the hands of their proper officers hereunto duly authorized. SIGNED, SEALED AND DELIVERED in the presence of: OWNER: CONTRACTOR ______________________________ ______________________________ signed signed ______________________________ ______________________________ name and title name and title _____________________________ ______________________________ date signed / witnessed ______________________________ name and title ______________________________ date N.B. Where any legal jurisdiction, local practice or client requirement calls for proof of authority to execute this document, proof of such authority in the form of a certified copy of a resolution naming the person or persons in question as authorized to sign the Agreement for and on behalf of the Corporation or Partnership, should be attached.

Telugu

భవనం ఒప్పందం

Senast uppdaterad: 2018-09-06
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Engelska

Mahatma Gandhi had rightly said, “Sanitation is more important than Independence”. He was aware of the pathetic situation of Indian rural people at that time and he dreamt of a clean India where he emphasised on cleanliness and sanitation as an integral part of living. Unfortunately, we have completed 67 years of independence and we have only about 30%[ERROR] of the rural households with access to toilets. President Pranab Mukherjee in his address to Parliament in June 2014, said, “For ensuring hygiene, waste management and sanitation across the nation a “Swachh Bharat Mission” will be launched. This will be our tribute to Mahatma Gandhi on his 150th birth anniversary to be celebrated in the year 2019”. The Narendra Modi Government will soon launch the “Swachh Bharat” movement to solve the sanitation problem in India, to solve the problem of waste management and make India a clean country, ensuring hygiene all across the country. Emphasising “Clean India” on August 15, 2014 in his Independence day speech, the Prime Minister said that this movement is associated with the economic activity of the country. This mission for creating a clean India will be launched on October 2, 2014, the birth anniversary of Mahatma Gandhi with the target of completing the mission in 2019, the 150th birth anniversary of the father of the nation. The basic objective behind Swachh Bharat Mission is to create sanitation facilities for all and eliminate completely the unhealthy practice of responding to the nature’s call in the open. It aims to provide every rural family with a toilet by 2019. First cleanliness drive starts on September 25 According to a statement by the PMO, all offices up to panchayat level will participate in a cleanliness drive that shall be carried out from September 25 till Diwali on October 23. As a part of the awareness campaign, the Delhi Government plans to cover more than 8 lakh ration card holders by sending sms to their mobile numbers. What is Modi’s opinion? Modi has directly linked the Clean India movement with the economic activity of the nation. This mission, according to him, can contribute to GDP growth, provide a source of employment and reduce health costs, thereby connecting to an economic activity. Cleanliness is no doubt connected to the tourism and global interests of the country as a whole. India is already a known hub in the world tourist map. It is high time now that India’s top 50 tourist destinations display high class levels of hygiene and cleanliness so as to change the nation’s global perception. Clean India can bring in more tourists, thereby increasing the revenue. He has appealed to the people to devote 100 hours every year to cleanliness. Not only the sanitation programme, Modi also laid emphasis on solid waste management and waste water management. Nitin Gadkari, Union Minister of Rural Development, Drinking Water & Sanitation, said that solid and liquid waste management activities using scientifically proved advanced techniques will be launched in each gram panchayat. Narendra Modi has also directed that separate toilets for boys and girls should be provided in every school in the country by August 15, 2015. Objectives of Swachh Bharat Abhiyan The details of the Swachh Bharat Abhiyan is under development presently. But the following principles will be included: Construction of individual, cluster and community toilets. To eliminate or reduce open defecation. Open defecation is one of the main causes of deaths of thousands of children each year. Not only latrine construction, the Swachh Bharat Mission will also make an initiative of establishing an accountable mechanism of monitoring latrine use. Public awareness will also be provided about the drawbacks of open defecation and promotion of latrine use. Proper, dedicated ground staff will be recruited to bring about behavioural change and promotion of latrine use. For proper sanitation use, the mission will aim at changing people’s attitudes, mindsets and behaviours. To keep villages clean. Solid and liquid waste management through gram panchayats. To lay water pipelines in all villages, ensuring water supply to all households by 2019. Let’s make Swachh Bharat Abhiyan a success The PM has rightly asserted that Swachh Bharat Abhiyan should be a combined effort of both the Government as well as the people. We hope that the Swachh Bharat Mission does not become another Nirmal Bharat Abhiyan started by the previous Government in 1999 with the same mission but was not a success. Swachh Bharat Abhiyan should not be a mere re-branding exercise. There is no doubt about the fact that change begins at home. Every citizen of the country should be clean and have hygiene and think of progress rather than waiting for the Government to make this plan successful. Let us also hope that we can change the minds of the people and focus on the real issues and not just constructing toilets. Let us all pledge to make this mission a success…

Telugu

swach

Senast uppdaterad: 2017-09-05
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Engelska

1.0 INTRODUCTION 1.1 Back Ground HPCL is a Government of India Enterprise with a Navratna Status, and a Forbes 2000 and Global Fortune 500 company. It had originally been incorporated as a company under the Indian Companies Act 1913. It is listed on the Bombay Stock exchange (BSE) and National Stock Exchange (NSE), India. HPCL continually invests in innovative technologies to enhance the effectiveness of employees and bring qualitative changes in service. Business Process Re-Engineering exercise, creation of Strategic Business Units, ERP implementation, Organizational Transformation, Balanced Score Card, Competency Mapping, benchmarking of refineries and terminals for product specifications, ISO certification of Refineries and Supply Chain Management are some of the initiatives that broke new grounds. M/s. HPCL has appointed SV Enviro Labs & Consultants, Visakhapatnam for preparation of EIA/RA Reports for proposed project in order to seek Environmental Clearance. SV Enviro Labs & Consultants is a QCI-NABET accredited EIA consultancy organization for “Isolated storage & handling of Hazardous Chemicals. 1.2 Structure of EIA Report The EIA report has been prepared and aligned as per “Generic Structure of EIA/EMP/RA Report” required by the MoEF, Govt. of India as per the general condition stipulated in the EIA notification. The salient features of the report have been projected by identifying the environmental and ecological stressors. The impact assessment has been presented by making compliance with the threshold limit of the environmental and ecological stressors and other norms available through government or non-government agencies. The Environmental Impact Assessment Documentation has been prepared in terms of EIA notification of the MoEF dated 14-9-2006, as amended on 1st Dec 2009, 4th April 2011 for seeking Environmental Clearance for M/s Hindustan Petroleum Corporation Limited, Construction of new LPG Bottling Plant situated at Sy. No: 744/1/2,744/1/4,744/1/3,744/14 & 744, Kamalapur (V&M), Karimnagar District, Telangana falling under category “B”. 1.3 Project Proposal HPCL, Karimnagar proposes to establish new LPG plant for bottling and storage facilities at Sy. No: 744/1/2,744/1/4,744/1/3,744/14 & 744, Kamalapur (V&M), Karimnagar District, Telangana District and storage capacity is 3 x 300 MT Mounded Storage Vessels, Bottling capacity is 60,000 MTPA. The LPG bottling plant will be operated in two shifts /day and 300 days/year to achieve the targeted production by making use of facilities listed 1.4 Project Location The proposed LPG Bottling plant of HPCL is located at 744/1/2,744/1/4,744/1/3,744/14 & 744, Kamalapur (V&M), Karimnagar District, Telangana District. The bottling plant is spread over an area of 26.69 acres of land. Geographically, the plant is at latitude 18°11'24.08"N; longitude 79°32'13.47"E; at an altitude of about 4m above mean sea level. Uppal Railway Station around 5.0 KMs from the proposed LPG Bottling Plant. 2.0 EXECUTIVE SUMMARY The Executive Summary covers the following chapters in brief: 1. Project Description 2. Description of Environment & Identification of Impacts and Mitigation Measures 3. Significance &Project Benefits 4. Environmental Management Plan 2.1 Project Description Goal and Objectives: The Goal of the project is to attain rural penetration of HPCL bottled LPG Cylinders in the State of Telangana in a Safe & Environmental friendly way, and the objectives to attain this goal would be construction & operation of 3x300 MT Mounded Storage Vessels, Bottling Capacity of 60,000MTPA LPG Cylinders by following all applicable Safety & Environmental Regulations prevailing in the Region. Proposed Facilities The salient features of the project proposed to construct 3x300 MT Mounded Storage Vessels, Bottling Capacity of 60,000MTPA LPG Cylinders in an area of 26.69 Acres is as follows: Table: Proposed Infrastructure at M/s LPG Bottling Plant - Karimnagar Sr.No. DESCRIPTION SIZE(M x M) 1 Filled Cylinder Storage shed 40 m x 25m 2 Bulk T/T Unloading Gantry (6 bays + 2 future) 36 m x 16m 3 Empty cylinder cum filling shed 85m x 40m 4 Valve Changing shed 25 m x 20m 5 Pressure Testing shed 40 m x 25m 6A Weigh bridge cabin 4m x 42 6B Weigh bridge 12 m x 3m 7 LPG mound (3 x 300MT) 50m x 35m 8A Gate cabin 3m x 3m 8B Gate cabin 6m x 4m 9 Office Building with control room 30m x 12m 10 Amenity Block 30 m x 10m 11 DG Shed 12 m x 10m 12 Fire water tank (2 Nos) – 3500M3 each Ǿ18m x 14m 13 Air comp. House 15 m x 10m 14 MCC Room 22m x 10m 15 Ware House 20 m x 10m 16 Fire water pump house 40 m x 10m 17 Invoice room 15m x 5m 18 Service water tank with pump shed Ǿ2.4m x 3.5m 19 LPG Pump & Compressor House 25m x 8m 20 Cylinder unloading platform 25m x 10m 21 Cylinder loading platform 25m x 10m 22A Connecting platform 3m x 32m 22B Connecting platform 3m x 32m 22C Connecting platform 3 m x 17m 22D Connecting platform 3m x 16m 23 Drivers Amenity 20m x 5m 24 Visitors parking and two wheeler parking 20m x 5m 25 Employee car parking 20m x 5m 26 Flood light tower 8 Nos 27 Watch tower 8 Nos 28 T/T Parking area - 29 - 10m x 10m 30 Maintenance Room 10m x 5m 31 Diesel unloading tank area (16 KL UG) 13m x 16m 32 Effluent Treatment Plant 18m x 7m 33 HT Yard (4 Pole) 3m x 3m 34 Cylinder counting platform 7m x 1.2m  Fire Fighting System is consisting of Automatic sprinkler system provided in all LPG handling areas/sheds covered with network of hydrants & monitors as per requirement of OISD-144  Hydrant network as above shall further be extended for Storage vessels area.  Ring Main Hydrants are provided with Fire Hydrants & Monitors at strategic locations as per OISD-144 2.2 Description of Environment & Identification of Anticipated Impacts Description of baseline environmental status and the impact on the existing environment after construction and operation of the proposed project have been detailed with respect to the following components of the environment. The existing status of important environmental components and impact of project activities on them is summarized below. Land Environment: The proposed Mounded bullets shall be installed in an area of 26.69Acres. Hence there is no change in land use pattern. The following prominent land use classes have been observed in the study area (10km radius): S.No LU/LC class Area in hectare 1 Rivers & Streams 8640.8 2 Industrial 1440.9 3 Residential 8882.6 4 Water Body 142.5 5 Cultivation 11336.4 6 Plantation 242.2 7 Open Scrub 616.3 8 Others 98.3 Total 34100 There is no solid and hazardous waste generation due to the proposed project and consequently any adverse impact on land is not envisaged. Thus, there will be no change in the soil characteristics, land use pattern and landscape due to the construction & operation of the proposed facilities. To characterize the nature of soil, samples from four locations in different directions within the study area were collected and characterized. The pH of the soil is an important property; vegetation cannot grow in low and high pH value soils. The normal range of pH in the soils is 6.0 to 8.5. These soils are called as normal to saline soils. Most of the essential nutrients like N, P, K, Cl and SO4 are available for plants at the neutral pH except for Fe, Mn and Al (not mentioned in the table) which are available at low pH range. The soils having pH below 7 are considered to be acidic from the practical standpoint, those with pH less than 5.5 and which respond to liming may be considered to qualify to be designated as acid soils. On the basis of pH measurements, the degree of soil acidity may be indicated. The pH values in the study area are varying from 6.69 to 7.84 indicating that the soils are neutral in nature. Air Environment: Existing Ambient Air Quality The baseline ambient air quality status in the study area is characterized using the following sources of data:  Ambient air quality monitoring at eight sampling locations within the study area.  Meteorological data collected during the study period To evaluate the baseline ambient air quality status, one season data was generated at eight locations in and around the bottling plant including residential & rural area for a period of three months from January’ 2016 to March’ 2016. During the monitoring period the concentration of air pollutants namely PM10, PM2.5, SO2, NOx, VOCs, Methane & Non-methane Hydrocarbon in ambient were measured. The highlights of the results are as below: Summary of Analysis of Ambient Air Quality in the Study Area Parameter PM10(µg/m3) PM2.5(µg/m3) SO2(µg/m3) NOx(µg/m3) Monitoring Station No.of samples Maximum Minimum Mean 98th percentile No.of samples Maximum Minimum Mean 98th percentile No.of samples Maximum Minimum Mean 98th percentile No.of samples Maximum Minimum Mean 98th percentile A1 26 78.4 59.2 67.1 75.4 26 39.8 30.1 34.1 38.3 26 12.0 9.1 10.3 11.6 26 21.1 16.0 18.1 20.3 A2 26 66.4 54.2 60.4 66.1 26 29.3 23.9 26.6 29.1 26 10.2 8.3 9.3 10.1 26 16.3 13.3 14.8 16.2 A3 26 77.1 59.4 67.4 75.1 26 36.9 28.4 32.2 35.9 26 11.9 9.1 10.4 11.6 26 20.6 15.9 18.0 20.1 A4 26 67.1 55.2 60.2 66.7 26 32.6 26.8 29.2 32.4 26 10.3 8.5 9.3 10.3 26 14.8 12.2 13.3 14.7 A5 26 77.1 51.8 65.4 74.9 26 37.2 25.0 31.6 36.2 26 11.9 8.0 10.1 11.5 26 20.5 13.7 17.4 19.9 A6 26 67.5 47.2 58.3 67.4 26 32.6 22.8 28.2 32.6 26 10.4 7.3 9.0 10.4 26 18.1 12.7 15.6 18.1 A7 26 72.3 57.3 63.2 72.2 26 35.6 28.2 31.1 35.6 26 11.1 8.8 9.7 11.1 26 19.6 15.5 17.1 19.6 A8 26 76.2 51.5 61.7 73.2 26 35.8 24.2 29.0 34.3 26 11.7 7.9 9.5 11.3 26 20.7 14.0 16.8 19.9 NAAQS 100(µg/m3) 60(µg/m3) 80(µg/m3) 80(µg/m3) Note: 1. Carbon Monoxide values over entire study area ranged between 0.62 mg/m3 to 0.91 mg/m3 with a mean of 0.76 mg/m3 2. Hydrocarbons as Methane (mg/m3) and Non Methane Hydrocarbons (mg/m3) were monitored & analyzed at all locations and was found having an overall mean of 1.38ppm and 0.49 ppm respectively. From the monitoring results, it may be concluded that the concentration of the air pollutants, as stated above, are well within the limits specified under NAAQS for industrial, rural and residential areas. Source of Air Pollution: Operation of the bottling plant involves only storage and handling of LPG which does not lead to process specific emission of air pollutants into atmosphere. The entire operation of receipt, storage and filling in cylinders is carried out under closed circuit and leak proof system so as to restrict any emission of hydrocarbon vapours into the atmosphere. However, intermittent sources of air pollutants are limited to DG Sets and fire Water pumps which are operated only in case of power failure during working hours and during mock fire drills only (once in a month) respectively. Hence, installation of proposed Mounded Bullets shall not impart any adverse impact on existing air environment. Noise Environment Noise monitoring was conducted at 08 locations within the study area, representing industrial, rural and residential areas. It is found that Maximum Lday and Lnight was observed to be 67.3 at N2 and Maximum and Lnight was 55.0 dB(A) at N3. The minimum Lday was found to be 48.9 dB(A) was measured at N5 and minimum Lnight was 41.4 observed at N7. All the results observed where within the specified CPCB Standards. The variation in the noise level may be attributed to the movement of vehicles on the surrounding local roads adjacent to the plant. A little increase in the noise level during construction phase has been envisaged. The duration of construction activities shall be restricted 8 to 12 hours only with maximum incremental noise level equivalent to 10 dB(A) which will correspond to 3 to 4 dB(A) during day and night. There will be no additional noise generation during operation phase. Hence, impact on the noise quality shall be practically insignificant due to proposed project activities. Water Environment: To evaluate the existing water quality, 08nos of ground water and 08nos of surface water samples were collected from different locations around the bottling plant and characterized for relevant parameters. Surface water quality results are summarized below: • pH of the surface water collected was neutral with pH ranging from 6.85 – 7.36 • TDS was found to be 398 - 1265 mg/l. The tolerance limit of 1,500 mg/l as per IS:2296 • Total hardness was found to be 258 – 558 mg/l. • Presence of Nitrate was recorded as 3.1 – 7.9 mg/l. • DO was observed as 5.9 – 6.2 mg/l . • Total coliform in water was 235 - 2045 MPN/100ml. The likely source of bacteriological contamination was due to the proximity to residential area • All the heavy metals were found to be within below detectable limits. Summary of Groundwater quality: • The pH limit fixed for drinking water samples as per IS:10500 is 6.5 to 8.5 beyond this range the water will affect the mucus membrane and or water supply system. During the study period, the pH of the groundwater was found varying between 6.91 and 7.56. The pH values for all the samples collected in the study area during study period were found to be within the desirable limits. • The permissible limit for total dissolved solids as per IS:10500 is 2000 milligrams per litre (mg/l), beyond this palatability decreases and may cause gastro-intestinal irritation. In groundwater samples collected from the study area, the total dissolved solids (TDS) were found to be varying between 425 mg/l and 814 mg/l. The TDS of all the samples were below the desirable limit. • The permissible limit for Chloride is 1000 mg/l as per IS:10500 beyond this limit taste, corrosion and palatability are affected. The Chloride levels in the groundwater samples collected in the study area were ranging from 116 - 238 mg/l. • The permissible limit as per IS:10500 for hardness is 600 mg/l beyond this limit encrustation in water supply structure and adverse effects on domestic use will be observed. In the groundwater samples collected from the study area, the hardness was found to be varying from 202 mg/l to 496 mg/l. • Fluoride is the other important parameter, which has the permissible limit of 1.5 mg/l. However, the optimum content of fluoride in the drinking water is 0.6 to 1.5 mg/l. If the fluoride content is less than 0.6 mg/l it causes dental caries. If it is above 1.5 mg/l it causes staining of tooth enamel, higher concentration in range of 3-10 mg/l causes fluorosis. In the groundwater samples of study area the fluoride values were found to be within a range of 0.39 mg/l to 0.74 mg/l. All the heavy metals in all samples were found to be below the permissible limits. The characteristics of the samples collected within the study area were found well within the permissible limits of Drinking water standards(IS 10500). Water Consumption: The project proposal is only for installation of 3 x 300MT Mounded storage vessels. The water consumption due to the proposed project shall be 4.0 KLD for domestic purpose and 6.0 KLD for Process. Waste water Generation: The quantity of waste water generation under normal operation of the plant is 5.2 KLD. sanitary waste water is being disposed off through septic tanks to soak pits and rest of the non-sanitary waste water (due to mock drill, once in a month) will be treated and then discharge into the drains. Biological Environment: The proposed facilities shall be installed in the vacant land available within the premises of bottling plant. There is no point and non-point source of emission or discharge of pollutants hence, no adverse impact on the biological environment is envisaged due to the proposed project activities and operation. Moreover, a considerable area of the plant has already been brought under green belt which provides food and habitat for birds and smaller mammalian species. Thus, significant positive impact on fauna is foreseen. Socio-Economic Environment: The development due to proposed project will have temporary impacts on local socio-economic condition of the people residing in the area. The construction of Mounded Bullets would provide temporary employment, which may consist of locals too. This would improve the socio-economic condition of the local population. The operation of the proposed project would result in positive impacts such as industrial and economic development and generation of indirect employment opportunity 2.3 Analysis of Alternative (Technology & Site) HPCL has mastered the art and technology for installation of Mounded storage Vessels. The LPG department of marketing division of HPCL has earned a good credential of Mounded storage vessels. The technology adopted by HPCL for installation of Mounded storage vessel for storage of LPG is a fail-safe technology and as such no alternative technology was considered for providing such facilities. Since, the proposed bullets will be within available site hence, alternate site selection is not relevant. 2.4 Environmental Monitoring Programme A monitoring schedule with respect to Ambient Air Quality, waste water quality, Noise Quality prepared in consultation with Telangana Pollution Control Board (TPCB), shall be maintained. 2.5 Additional Studies No additional study is required for the proposed project. Salient features of the studies are as under: Impact on local infrastructure such as road network etc Transport requirements will arise during the construction phase due to the movement of both the personnel and materials. The proposed site is well connected to the roads. Compensation package for the people affected by the proposed project: The installation of 03 nos. of Mounded Storage Vessels for storage of bulk LPG shall be carried out at Haldia. The nearest village to the proposed site is Pangidipalli Village. The major occupations of population are industrial labor activities. The proposed facility does not envisage any displacement of population and no resettlement of population. Hence, the proposed project does not involve any issue with respect to Resettlement & rehabilitation and does not come under purview of RR Policy. Proposed plan to handle the socio-economic influence on local community: For installation of 03nos of mounded storage vessels, about 200 construction workers would be required. For unskilled jobs, it would be ensured that only local workers are engaged for carrying out construction jobs. This would impart positive impact on the socio-economic condition of the local area. For skilled jobs, only marginal number of workers is likely to be engaged. In view of the size of population residing within 5 km radius, no additional study is required to assess the impact of marginal number of workers coming from outside area. 2.6 Risk Analysis Risk Assessment for the proposed project has also been carried out and necessary safeguard measures have been discussed in chapter -7. The proposal is for installation of 3 x 300 MT Mounded Storage Vessels which is considered to be intrinsically safe. The installation of the Mounded storage vessels will not enhance the risk profile of the plant. 2.7 Significance & Project Benefits of the Project This project proposed to construct 3x300 MT Mounded Storage Vessels, Bottling Capacity of 60 TMTPA LPG Cylinders in an area of 26.69Acres. HPCL has only one LPG Plant in State of Telangana at Cherlapally in an industrial area located in Telangana – bottling capacity of 50000 cylinders per day. HPCL is meeting the demand through sharing filling capacity from other LPG Bottling plants/private bottlers. As per vision of Govt. of India LPG penetration has to be increased to 75% by addition of 5.5 crore new connections. HPCL shall release 1.37 crore LPG connections. It has approximately 33% of LPG connections and to meet the increasing demand HPCL proposes to construct new LPG bottling plant at 744/1/2, 744/1/4, 744/1/3, 744/14 & 744, Kamalapur (V & M), Karimanagar District, Telangana It is n

Telugu

adutha varillo nachidi

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The Dowry Prohibition Act, 1961 consolidated the anti-dowry laws which had been passed on certain states.[49] This legislation provides for a penalty in section 3 if any person gives, takes or abets giving or receiving of dowry. The punishment could be imprisonment for a term not less than 5 years and a fine not less than ₹15,000 or the value of the dowry received, whichever is higher.[50] Dowry in the Act is defined as any property or valuable security given or agreed to be given in connection with the marriage.[51] The penalty for giving or taking dowry is not applicable in case of presents which are given at the time of marriage without any demand having been made.[52] Similarly, section 4 of the Act provides a the penalty for directly or indirectly demanding dowry and provides for a penalty involving a prison term of not less than 6 months and extendable up to two years along with a fine of ₹10,000. Dowry agreements are void ab initio and if any dowry is received by anyone other than the woman, it should be transferred to the woman.[53] The burden of proving that an offense was not committed is on the persons charged and not on the victim or her family.[54][55] Under its powers to frame rules for carrying out its objectives under the Act, the government of India has framed the Maintenance of Lists of Presents to the Bride and the Bridegroom Rules, 1985.[56] There are also several state level amendments to the Dowry Prohibition Act.

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