PRE-FEASIBILITY REPORT OF THE PROPOSED P.V. NARASIMHA RAO KANTHANAPALLY SUJALA SRAVANTHI PROJECT (PVNRKSS) AT THUPAKULAGUDEM VILLAGE

Submitted to

Expert Appraisal Committee, Ministry of Environment Forest & Climate Change, New Delhi Submitted by Prepared by

E P T R I Environment Protection I & CAD Department, Training & Research Institute State Hyderabad

Pre Feasibility Report for PVNRKSS Project at Thupakulagudem Village

CONTENTS

Chapter/ Description Page Section No. No. 1. Executive summary 1 2 Introduction of the project / Background 3 Information 2.1 Identification of the Project 3 2.2 Brief description about the Project 3 2.3 Need for the Project and Its Importance to the country 5 or Region 2.4 Demand-Supply Gap 5 2.5 Imports Vs Indigenous Production 5 2.6 Export Possibility 5 2.7 Domestic / Export Markets 5 2.8 Employment Generation 5 3 Project description 6 3.1 Type of Project Including Interlinked and Interdependent 6 Projects, If Any 3.2 Location (Map showing general location, specific location 6 and project boundary with project layout) with coordinates 3.3 Details of Alternate Sites considered and the basis of 8 selecting the proposed site, particularly the environmental considerations gone into should be highlighted 3.4 Size or Magnitude of Operation 10 3.5 Project description with process details 10 3.6 Raw Material Required Along With Estimated Quantity, 10 Likely Source, Mode of Transport of Raw Material 3.7 Resource Optimization/recycling and reuse envisaged in 11 the project 3.8 Availability of Water Its Source, Energy / Power 11 Requirement & Source Water requirement 3.8.1 Power requirement 11 3.9 Quantity of Wastes to Be Generated (Liquid and Solid) 11 and Scheme for Their Management/ Disposal 3.10 Schematic representations of the feasibility drawing 12 which give information of EIA purpose 4 Site Analysis 14

i E P T R I Pre Feasibility Report for PVNRKSS Project at Thupakulagudem Village

Chapter/ Description Page Section No. No. 4.1 Connectivity 14 4.2 Landform, Land use& Land Ownership 14 4.3 Existing Land use Pattern 14 4.4 Topography 14 4.4.1 Environmental Sensitivity 14 4.5 Existing Infrastructure 14 4.6 Soil Classification 14 4.7 Climatic data from Secondary sources 15 4.8 Social Infrastructure 15 5 Planning Brief 17 5.1 Planning Concept (type of industries, facilities, 17 transportation etc) town and country planning/development authority classification 5.2 Population Projection 17 5.3 Land use planning 17 5.4 Assessment of Infrastructure Demand (Physical & Social) 17 5.5 Amenities/Facilities 17 6 Proposed Infrastructure 19 6.1 Industrial area / Residential area / Green belt / social 19 infrastructure 6.2 Sewerage system 19 6.3 Industrial waste management 19 6.4 Solid waste management 19 6.5 Power requirement & Supply / Source 19 7 Rehabilitation And Resettlement (R&R) Plan 21 8 Project Schedule & Cost Estimates 22 8.1 Likely Date of Start of Construction and Likely Date of 22 Completion 8.2 Estimated Project Cost Along With Analysis In Terms Of 22 Economic Viability of the Project 9 Analysis of Proposal (Final recommendations) 24 9.1 Financial and Social Benefits with Special Emphasis on 24 the Benefit to the Local People Including Tribal Population, If Any, In the Area

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Figure

Chapter/ Description Page Section No. No. 2.1 Map showing Devadula intake point 4 3.1 Key map 7 3.2 Alternative site map 9 4.1 Topomap 16

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1 EXECUTIVE SUMMARY

Telangana is situated on the in the central stretch of the Indian Peninsula. It covers 114,800 sq.km. Though the region is drained by the two largest rivers of South - Godavari and Krishna, the region is backward. The major limitations to the development of irrigated agriculture in Telangana State are:

i. Low rainfall in the region due to the rain shadowness during the southwest monsoon on the downwind side of where Telangana State is situated. ii. Cultivable land in Telangana is at a much higher elevation than Godavari and Krishna thus requiring lifting of water for irrigation by pumping from the rivers. iii. Low groundwater potential in the granitic hard rock basement of Telangana.

As per the Interstate agreement concluded under Godavari waters Dispute Tribunal, Telangana & States are permitted to utilize 1480 TMC of water, based upon 75% dependability out of 3000 TMC of water available in the river.

The economy of Telangana is mainly driven by agriculture. About 73% of the population is rural. The economy of the state is predominantly agrarian; agriculture contributes about 50% of the state’s income and employs about 70% of the work force. Since agriculture is the main activity, it has close links with the development in other sectors for overall economic progress of the state. Achieving faster agricultural growth is imperative. Thus there is an urgent need for increasing food and fiber production to meet the demands of increasing population as well as for providing rural employment.

The idea of utilizing Godavari water to irrigate the water deficit and drought prone areas in the Telangana state, though long standing has gained urgency only recently subsequent to the formation of the new State as a result of people’s uprising. The general scarcity of water amidst the large-scale canal irrigation development in neighbouring areas has further added to the long persisting demand of the local farmers for a reliable source of irrigation supply.

The present project proposal consists of building a barrage at Thupakulagudem on River Godavari 3 km downstream of existing J.Chokka Rao Devadula Lift Irrigation Scheme (JCRDLIS). The proposed barrage will stabilize the existing JCRDLIS and stages I & II command areas of 251310 ha and 304000 ha respectively.

The overall power requirement of the project is 1.5 MW which is sourced from TSTRANSCO.

The total water requirement for construction and colonies is estimated as 500 kld from Godavari.

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The proposed project does not envisage any land submergence in the state of except for river portion.

The estimated cost of the project is Rs. 2121 crores.

The B – C Ratio as per CWC guidelines works out to 1.53

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INTRODUCTION OF THE PROJECT / 2 BACKGROUND INFORMATION

2.1. Identification of the Project

There is an urgent need in Telangana State for increasing food and fibre production to meet the demands of increasing population as well as for providing rural employment. Hence Irrigation & CAD Department of Telangana State is making every effort to harness and utilize all the available water resources for benefitting Agricultural and Industrial Sectors and also providing drinking water.

Development of irrigated agriculture has played a major role in the economic growth and poverty alleviation through successive plan periods. These can be achieved by expanding and improving the irrigation sector, exploiting the considerable water resources, with which the state is blessed.

Project Proponent is Chief Engineer, Godavari Lift Irrigation Scheme, , I&CAD Department of Telangana is attempting to use latest technologies in the field of Water Resources and Information Technology to transform I&CAD as one of the most modern and service driven department.

2.2. Brief description about the Project

The purpose of the proposed barrage is to raise the water level in the river Godavari, in order to stabilize the Devadula Lift Irrigation Scheme and Sriram Sagar project stages I & II command of 304000 ha. Map showing Devadula intake and proposed barrage is given in Fig. 2.1.

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Figure 2.1 Map showing Devadula intake point

E P T R I Pre Feasibility Report for PVNRKSS Project at Thupakulagudem Village

The proposed Barrage is located at 800 23’ 36” E longitude and 180 35’ 10” N latitude on Godavari near Thupakulagudem village, Eturnagaram mandal, Warangal District. The proposed project is construction of Barrage at Thupakulagudem Village.

2.3. Need for the project and its importance to the country or region

At present there is no barrage built downstream of the intake channel and hence no pondage for drawing the water. Hence a barrage is needed on River Godavari to create a pondage with an operational pond level of 77.0 m downstream of the intake channel of Devadula scheme and the proposed barrage will stabilize the existing commands of 251310 ha of Devadula Lift Irrigation Scheme and 304000 ha of SRSP stages I & II.

2.4. Demand-Supply Gap

In the state of Telangana out of total cultivable area of 77521000 ha, 30-35% is only the net irrigated area. Though there is large tract of cultivable and fertile land, lack of irrigation facility has been depriving farmers of better yield. Through supply of water from Godavari, due to this project, there will be an increase in the irrigated areas leading to higher productivity and better yield.

2.5. Imports Vs Indigenous Production

The project leads to enhancement of indigenous food grain production.

2.6. Export Possibility

This project may ultimately lead to export of excess food grains.

2.7. Domestic / Export Markets

The project produce will have favourable impact on domestic and export markets.

2.8. Employment Generation

The implementation of Irrigation scheme will create employment opportunities in the project area. The employment is associated with improved farming practices as well as the construction of the irrigation scheme. Temporary labour (about 400) will be hired during construction of barrage.

With irrigation additional farm labour would also be required as a result of higher cropping intensity by providing employment opportunities to local people within and outside the vicinity of the project area.

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PROJECT DESCRIPTION 3

3.1. Type of project including interlinked and interdependent projects, if any

As the proposed project attracts the general condition of possessing interstate boundary (Telangana & Chhattisgarh States) in the 10 km radius of the study area, the proposed project of constructing barrage on Godavari at Thupakulagudem comes under “Category A” of River valley projects under EIA Notification 2006 and its subsequent amendments.

3.2. Location (Map Showing general location, specific location and project boundary with project layout) with coordinates The Co-ordinates of the barrage site are: • Left Bank : 18° 35' 19.43" N latitude and 80° 23' 49.13" E longitude • Right Bank : 18° 35' 02.94" N latitude and 80° 23' 14.46" E longitude

The Location of proposed project starts at Thupakulagudem village, Eturnagaram Mandal, Warangal Distrcit, Telangana State.

The location map is shown in Figure 3.1.

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Figure 3.1 Key Map

E P T R I Pre Feasibility Report for PVNRKSS Project at Thupakulagudem Village

3.3. Details of Alternate Sites considered and the basis of selecting the proposed site, particularly the environmental considerations gone into should be highlighted

The alternative alignments study was carried out and suitable location for barrage was proposed based on the factors like less damage to the environment, less forest area requirement, less land acquisition, techno-economic considerations etc.

Based on the reconnaissance survey, environment considerations and detailed hydrological studies the final alternative intake site and the corresponding water conductor alignments have been finalized. Geological Investigation study was carried out for the barrage. The merits and demerits of the barrage alternative have been studied in detail

Proposed Barrage: Two alternative alignments were considered for construction of the barrage. The comparison of alternatives with respect to environment is discussed below:

Components Alternative Alignment -I Alternative Alignment -II Location Barrage Alignment-I is 17 km downstream The proposed barrage alignment of the existing Devadula project intake. is 3 km downstream of the Pond level is at 85.0 m. existing Devadula project intake. Pond level is at 77.0 m.

Godavari River at this site flows through a at this site flows narrow gorge. through a narrow gorge. Latitude and 180 27’ 40.22’’ N 180 35’ 10’’ N Longitude 800 24’ 35.24’’ E 800 23’ 36’’ E

Submergence At the proposed pond level, there will be At the proposed pond level, submergence of about 4 villages fully and there is no land submergence. 11 villages partially. Only river portion of about 580.18 ha will be submerged. Land As major part of barrage alignment rests As major part of barrage Acquisition on the river bed, the acquisition of land for alignment rests on the river bed, construction of barrage is 7789.42 ha of the acquisition of land for land. construction of barrage is 94 ha.

Keeping in view of the above reasons and Geo-technical considerations, the Alternative alignment -II is proposed as barrage axis for Thupakulagudem.

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Figure 3.2 Alternative Site Map

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3.4. Size or Magnitude of Operation

The net availability of water in Godavari river at the proposed barrage site at 75% dependability has been assessed by CWC considering the observed data at Perur G&D Site (Catchment Area: 2,68,200 sq. km). This is in conformity with the Godavari Water Disputes Tribunal Award. The net availability has been assessed considering ongoing and proposed utilizations by the projects in Penganga, Wardha, Pranahita, Middle Godavari and Manair sub basins for the period 1966-67 to 2012-13.

The net water availability at the proposed barrage site is given below:

Net availability of water at the proposed barrage at Thupakulagudem Units 75% dependable Utilization Utilization Net Availability flow at Perur under under at 75% (Reduced pro rata) ongoing planned dependability

systems projects (1) (2) (3) (4) (5) =(2)-{(3)+(4)}

MCM 43450.6 10312.9 21602.8 11535.0 TMC 1534.7 364.3 763.0 407.4

3.5. Project description with process details

The Barrage has been proposed with operational pond level of 77.0 m. Barrage is located at 80° 23' 36" E longitude and 18° 35' 10" N latitude on Godavari River near Thupakulagudem village, Eturnagaram mandal, Warangal Dist which is about 50 km downstream of proposed Medigadda Barrage. The proposed barrage will stabilize the command areas under existing Devadula Lift Irrigation Scheme and Sriram Sagar Project (SRSP) Stage I & II.

3.6. Raw Material Required Along With Estimated Quantity, Likely Source, Mode of Transport of Raw Material i. Cement Bagged / bulk cement of 5,23,539 MT is estimated and will be transported from Warangal to the proposed Barrage at a distance of about 148 km.

ii. Fine Aggregate / Sand Fine to medium grained sand of 4, 58, 149 MT will be procured from a distance of 10 km from the work site of Barrage.

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iii. Coarse Aggregate for Concrete Coarse aggregate for concrete of 9, 15,016 m3 will be obtained from crushing of the boulders available in Kothagutta which is at a distance of 132 km from the barrage site.

iv. Reinforcement steel Reinforcement steel of 14000 MT will be transported from Warangal to Barrage Site at a distance of about 148 km.

v. Structural Steel for Gates/Stoplogs. Fabrication and supply of steel for gates, stoplogs, and other mechanical equipment will be arranged from suitable workshops in the region and to be transported from Warangal to Barrage site at a distance of about 148 km.

vi. Fill Placement for Earth Dam / Coffer Dam Impervious material for core zone is available nearby on the right bank of River Godavari. Semi impervious / pervious materials are also available on the flanks of the river Godavari.

3.7. Resource Optimization/recycling and reuse envisaged in the project Resource Optimization / recycling and reuse is not envisaged in this project, however depending on the suitability of the soil, the excavated soil will be used for bund construction, coffer dam, laying of service roads as well as for green belt development. Construction site would be properly levelled. The levelling shall be made mandatory for the contractor, involved in the construction.

3.8. Availability of Water, Its Source, Energy / Power Requirement & Source Water requirement The total quantity of water required during construction period for the construction activities and colonies is approximately 500 kld.

3.8.1. Power requirement Electricity is readily available in the region. Power requirement during construction and operation phase of the barrage is 2 MW and 1.5 MW respectively and is sourced from TSTRANSCO.

3.9. Quantity of Wastes to be Generated (Liquid and Solid) and Scheme for Their Management/Disposal Muck is likely to be generated as the result of construction activity. Depending on the suitability of the soil, the excavated soil will be used for bund construction, coffer dam, laying of service roads as well as for green belt development.

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Construction site would be properly levelled. The levelling shall be made mandatory for the contractor, involved in the construction.

Any municipal solid waste generated in the project complex / project colony will be managed and handled in accordance with SWM Rules, 2016. For domestic waste management septic tanks followed by soak pits are proposed.

3.10. Schematic representations of the feasibility drawing which give information of EIA purpose The methodology for carrying out an EIA study involves several key and interlinked activities and it is illustrated in the flowchart shown below:

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Project Initial Meeting & Reconnaissance Survey

Preparation of Form-1, PFR and proposed ToR and submitting to I&CAD department for their comments.

After confirmation from I&CAD, uploading Form-1 along with necessary data into MoEF&CC web site for their consideration.

Attending meeting and make presentation before EAC, MoEF&CC for obtaining approved ToR when ever called for.

Conducting baseline studies based on the approved ToR

Base Line Data Collection Secondary Survey Indian Meteorological Department Soil department Primary Survey Geology department • Physical Environment Ground water department Meteorological details, Air Quality, Noise Census department environment, Hydro-geological Environmental Botanical and Zoological survey of Settings, traffic and land environment India, etc • Biological Environment Density and diversity of flora and fauna in the study area, ecologically sensitive areas, List of floral Diversity, List of faunal Diversity, Current use pattern Conducting Dam Break Analysis, of natural resources • Socio-economic Environment - Catchment Area Treatment Plan, R&R Demographic Details, Land utilisation and land use Plan, Hydro geomorpohology etc., pattern, Community structure, Planned developmental activities, Employment status, Distribution of income, Health conditions, Civic amenities, Archaeological and religious sites of importance, if any. The possible impact on local Environmental conditions: Prediction of Environmental Impacts ‹ Air Environment ‹ Water Environment Input from modelling software and techniques ‹ Land environment ‹ Noise Environment ‹ Health Environment Assessment of Impacts and Risk Assessment ‹ Social Environment

Developing Environment Management Plan and Disaster Management Plan

Submission of reports to State PCB for conducting Public Hearing (PH)

Reports submission to MoEF&CC with PH proceedings and Grant of defending the report for obtaining Environmental Clearance EC

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4 SITE ANALYSIS

4.1. Connectivity The project site is approachable by road and the nearest village is Thupakulagudem at a distance of 400 m. The nearest railway station is at Warangal at a distance of 107 km. The nearest airport is Hyderabad at a distance of 255 km.

The National highway NH-202 passes through the project area and serves as important means of commuting.

4.1. Landform, Land use & Land ownership The proposed project envisages lifting of water from Godavari will stabilize the command area of 251310 ha existing under Devadula Lift Irrigation Scheme and SRSP Stages I & II of command area of 3,04,000 ha.

4.2. Existing Land use Pattern Only the river portion area of 580.18 ha is required for construction of barrage.

4.3. Topography The proposed project is located in Deccan plateau of India. Topography is relatively mild to medium slopes. Topomap is attached as Figure-2.

4.4. Environmental Sensitivity

Five Reserved Forests and one protected forest – Annaram R.F, Nuguru R.F, Perur R.F, Nagaram R.F, Bangoranikonta R.F and Marimalli P.F – are falling under the project study area.

4.5. Existing Infrastructure The project is approachable by land at a distance of 400 m from Thupakulagudem village and National High way (NH-202) at a distance of 200 m. Minor roads are connected to the villages within the project area.

4.6. Soil Classification

Various soil types abound, including chalkas, red sandy soils, dubbas, deep red loamy soils and very deep black cotton soils. The soil texture varied from sandy loam to sandy clay loam to clay loam in surface horizons and sandy clay loam to clay loam to clay in sub-surface horizons.

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4.7. Climatic data from Secondary sources

The average annual rainfall of the Warangal district is 955 mm, which ranges from nil rainfall in December to January to 272 mm in July. July and august are the wettest months of the year. The mean seasonal rainfall distribution is 797 mm in south west monsoon (June- September), 115 mm in northeast monsoon (Oct-Dec). The percentage distribution of rainfall, season –wise, is 83% in south west monsoon, 12% in northeast monsoon, nil percentage in winter and 5% in summer. The year 2002 and 2009 experienced drought conditions in the district as the annual rainfall recorded in these two years is 31% less than the long period average (LPA) (source: Ground water brochure, Warangal, Central Ground Water Board.)

4.8. Social Infrastructure

In the proximity of the project site, educational, religious and transportation facilities are available. The habitants have a good transportation facility as they are accessible easily.

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Figure – 4.1 Topomap

E P T R I Pre Feasibility Report for PVNRKSS Project at Thupakulagudem Village 5 PLANNING BRIEF

5.1. Planning Concept (type of industries, facilities, transportation etc) town and country planning/development authority classification

Transportation facilities - at a distance of 107 km railway station is available. The nearest highway is NH-202 at a distance of 200 m. The habitants have a good transportation facility as they are accessible easily.

Project is planned for • To stabilize the command area of 251310 ha Devadula lift Irrigation Scheme. • To stabilize the command area of 304000 lakh ha under SRSP Stages I & II.

5.2. Population Projection

Influx of about 400 labour will be there during construction phase of the project. The labour will be hired from local villages.

5.3. Land use planning

No changes are planned in land use as the proposed project will stabilize existing commands.

5.4. Assessment of Infrastructure Demand (Physical & Social)

Project aims towards construction of barrage in order to stabilize the command of Devadula Lift Irrigation scheme and under SRSP stages I & II. The proposed barrage will create 2.28 TMC of pondage with an operational pond level of 77 m.

5.5. Amenities/Facilities

Proper site services such as First Aid, Canteen / Rest Shelter, Drinking Water will be provided to the construction workers. Various facilities to be provided during construction and operation of the project are as follows: 1 Electricity shall be provided by transmission lines and DG sets. 2 Drinking water will be provided to the workers by tankers during construction. 3 To provide the first aid for any sort of injuries encountered during the operation, one first aid room shall be provided. First aid kit and sufficient stock of material / medicines needed for first aid shall be provided as per requirement. 4 In future if women workers are employed, arrangement for a crèche shall be made as per the requirement.

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5 Necessary arrangement shall be made for conducting refresher course as laid down in vocational training rules to upgrade skills of the persons involved in the project. 6 Construction workers engaged in forest areas of the project will be provided LPG/Kerosene for cooking purpose to prevent possible tree felling in forest areas.

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6.1 Industrial area/Residential area/Green belt/Social Infrastructure

Project involves infrastructure facilities like providing staff quarters for about 20 persons. Drinking water and sanitation facilities will be provided for work force. The project also envisages construction of approach road from the barrage site to Thupakulagudem village of about 1 km length.

6.2 Sewerage System

Sewage generated at the project site is proposed to be sent to septic tank followed by soak pits which are designed and constructed as per IS 2470 Part-I & Part-II.

6.3 Industrial waste management

Not Applicable

6.4 Solid waste management

Municipal solid waste will be disposed as per the SWM Rules, 2016.

6.5 Power requirement & Supply / Source

The power requirement during construction phase is 2 MW and operation phase is 1.5 MW. The power shall be drawn from TSTRANSCO.

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Pre Feasibility Report for PVNRKSS Project at Thupakulagudem Village

REHABILITATION & RESETTLEMENT 7 (R&R) PLAN

The proposed project does not involve displacement of the families/houses for the project activities. The land will be acquired for the construction of Barrage. The agriculture land requirement is about 94 ha. As per the RFCTLARR Act, 2013 and Government of Telangana rules of LARR, 2013 will be done for preparation of Resettlement plan for the project affected families.

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8 PROJECT SCHEDULE & COST ESTIMATES

8.1 Likely Date of Start of Construction and Likely Date of Completion

The barrage construction will be completed in a period of about 3 years (8 months in a year) from the date of award of work.

8.2 Estimated Project Cost Along With Analysis In Terms Of Economic Viability of the Project

The project cost is classified as per CWC guidelines. The project comprises of construction of barrage and its components.

Table- 9.1 General Abstract of Cost Estimates

Description Rs. in lakh

A Construction of barrage across Godavari River

1 Barrage Spillway, Road bridge over Barrage 1284.68 2 Guide Bunds 25.62 3 Spillway Gates, Head regulator Gates 343.84 4 Coffer Dam 28.29 5 Head Regulator for power channel 66.19 6 Provision for Construction of Buildings for staff 10.03 7 Miscellaneous items 14.6 8 Provision for approach roads to barrage 1.20 Total 1774.45

B O&M works @ 0.1% per year for 3 years excluding coffer dam 5.24 Provision for detailed investigation design, preparation of drawings and estimates, LA proposals, sub-soil exploration C etc., for the scheme and fixing of boundary, chainage, DCBM, 8.87 HM, KM, stones, HP sign boards and gateway @ .5%on Rs. 1774.15 crores Total Contract value (A+B+C) 1788.56

D L.S. Provisions Reimbursable

1. Provision towards labour welfare cess @ 1.0% 17.88 2. Provision towards VAT @ 5% as per actual 89.41 3. Provision towards NAC @ 0.1% as per actual 1.79 Excise duty as per actual on 75% of machinery and labour @ 4. 33.52 13% on gates

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towards Service tax as per actual on Engineering works @ 5. 0.37 4.12% on detailed investigation 6. Provision for instrumentation 14.01 E Other provisions 8. Photography, videography charges etc. 0.10 Stationery, Xerox, computer typing and preparation of tender 9. 0.16 schedules 10. Provision for beautification and gardening with amenities 1.50 11. CC Operations @ 0.50% on ECV value 8.94 Consultancy charges for the services of GSI, for T.S. Genco 12. 8.20 for vetting Electro Mechanical Components 13. Provision towards live model of projects 0.25 Provision towards model studies (to be included in 14. 0.20 reimbursable items) Provision towards amount payable to TSNPDCL for extension 15. 4.00 of power supply Provision towards power consumption charges during 16. 4.50 maintenance period of 3 years (At 15000000/year) Provision of wireless communication system and mobile /land 17. 0.06 phone connections 18. Provision for Land Acquisition 45.00 Provision towards net project value in respect of forest land and for conducting DGPS survey, fixing of stones, vetting fee 19. 40.00 to the forest department for forest land and other miscellaneous unforeseen items 20. Provision for U/s over burden and D/s River training works 60.00 Miscellaneous items (Contingencies, Brochures, Inaugural 21. 2.85 function etc.) Sub-Total (D+E) 332.74 Total(A+B+C+D+E) 2121.3

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