Author: admin

Shahpur PSP

admin PSP
 MANGDAM

Design Review Engineering of Shahpur Pumped Storage Project (5 x 300 MW + 2 x 150 MW), Baran District, Rajasthan
CLIENT:
Greenko RJ01 IREP Private Limited
Year:
2024 – Ongoing
Project Features:

This is Standalone Pumped Storage Project having 10800 MW Storage Capacity and 1800 MW rating. The peak operation duration shall be 6.15 hrs.

The major project components are:

    • Upper Reservoir: 1.01 TMC Live Storage, 0.20 TMC Dead Storage, 1.21 TMC Gross Storage. FRL is at EL 507 m, MDDL is at EL 490 m Asphalt Faced Rockfill Embankment having height of 31 m and length of 5451 m
    • Lower Reservoir: 1.01 TMC Live Storage, 0.05 TMC Dead Storage, 1.06 TMC Gross Storage, FRL is at EL 349 m, MDDL is at 328 m. Asphalt Faced Rockfill Embankment having height of 38 m and length of 2937 m
    • Head Race Pipe / Pressure Shafts: Finished Circular Steel Lined, Total 6 no. of Independent Head Race Pipe / Pressure Shaft with one Pressure Tunnel bifurcating into two-unit pressure tunnel, diameter of Horizontal Pressure Tunnel is 7.5 m and the diameter of unit Pressure Tunnel is 5.3 m. Total length of Tunnel is 944 m.
    • Powerhouse: Surface Pit Type Powerhouse having dimensions, 196.166 m (L) x 28.5 m (W) x 62.2 m (H)
    • Tail Race Tunnel: 7 nos. Concrete Circular Lined having 8.5 m diameter for 300 MW unit and 6.20 m diameter for 150 MW unit
    • Electro-Mechanical Equipment: 5 nos. (300 MW) and 2 nos. (150 MW) Francis Type, Vertical Shaft Reversible Pump-turbines 154.73 m and 162.56 m are the rated head in Turbine and Pumping Mode for 300 MW unit respectively and 154.41 m and 163.21 for 150 MW unit.
Scope:

Design Review Engineering of:

    • Civil Works
    • Hydro-Mechanical Works
    • Electro-Mechanical Works
    • Periodic Project Construction Supervision
    • Periodic Inpections

Sukhpura PSP

admin PSP

Preparation of Detailed Project Reports of Sukhpura Standalone Pumped Storage Project (2560 MW), Chittorgarh, Rajasthan
CLIENT:
Greenko Group
Year:
2022 – Ongoing (Draft DPR under preparation)
Scope:  

    • Preparation, Submission, Processing and Approval of Detailed Project Report (DPR) as per CEA/CWC/GSI/CSMRS guidelines till obtaining final Techno – Economic Clearance including stage wise preparation/ Submission of reports as per procedures laid down by CEA for grant of TEC.
    • Scope of work includes assessment of Site Geology, physical geological mapping, preparation of geological maps and other details required for the completion of Geological Chapter.
    • Surface & Sub surface exploration, monitoring of exploration, interpretation of data, incorporation of data for studies of optimization of layout and preparation of complete Geological Chapter including drawings/studies etc. is in the scope of consultant.
    • Attending and amending of the reports based on statutory authority’s observations including presentations / following up with all statutory associates with grant of TEC, till grant of TEC.
    • Support for Presentations to all statutory authorities, board management, bankers or any authority where client is required to present the DPR during preparation or post preparation stage.
    • Surface and Subsurface exploration / investigation plan. Review / Monitoring of site investigation /exploration works, and other essential/ associated studies required for the completion of DPR.
    • Study of all possible Alternative layout options with preliminary designs, drawings and their costs/Technical comparisons.
    • For all alternative layouts, Choice of Alternative Civil Structures, H&M options and E&M possibilities with their Cost/ Technical comparisons.
    • Elaboration of Construction Program and plant planning including Construction Methodology for all critical and main components.
    • Review of all documents supplied by the client and incorporation of the same in the DPR.
    • Support for selection of suitable construction material sites and Review of Test reports for suitability thereof.

Vijayanagar PSP

admin PSP
 MANGDAM

Consultancy services for preparation of Detailed Project Report for 130 MW Vijayanagar pumped storage project in Vijayanagar, Karnataka, India
CLIENT:
JSW Hydro Energy Limited
Year:
2021 – 2023
Scope:

    • To prepare the scope of works for topographical survey, geotechnical investigations, and laboratory tests as per CEA guidelines; and help the Owner in finalization of agencies for the above works. In addition, the consultant shall check the deliverables for their use in preparation of DPR.
    • Assessment of Project’s Hydrology & power potential studies
    • Assessment of Site Geology and Geological Mapping, & Preparation of Geological Maps required for completion of Geological chapter.
    • Monitoring of surface and sub-surface explorations, Interpretation and Incorporation of data for studies of optimization of layout.
    • DPR level Design of Civil Structures for various components of the Project.
    • DPR level Design of Electro-mechanical works.
    • Review of Site-Specific Seismic Parameter Study Report for the project including recommendations for the design.
    • Review of details of construction materials availability, Engineering Properties and its test results and finalization of the same.
    • Preparation of Construction Program and Plant Planning.
    • Preparation of Construction Methodology.
    • Preparation of Project Organization and Infrastructure facilities.
    • Preparation of Detailed Cost Estimates for the project components of Civil, Hydro-Mechanical and Electro-Mechanical Works including Transmission line.
    • Financial and Economic analysis of the project as per CERC guidelines.
    • Preparation and Submission of Feasibility Report (FR) for Phase – 1, if required by CEA prior to submission of DPR.
    • Preparation of Detailed Project Report as per CEA/CWC/GSI/CSMRS guidelines.
    • Technical Assistance and presentations to Owner/CEA/CWC/Lenders/Lender’s Engineers till approval/ concurrence from the CEA/Statutory approvals.

Saundatti PSP

admin PSP
 MANGDAM

Project Management Agency for Saundatti Pumped Storage Project (1600 MW), Karnataka, India
CLIENT:
REC Limited
Year:
2024 – Ongoing
Project Features:

Saundatti PSP is located Belagavi district of Karnataka. It envisages creation of upper reservoir, water conducting systems, power house & lower reservoir near Karlakatti village. The scheme will involve construction of 4605 m long Geomembrane faced rockfill embankment dam for creation of upper reservoir of 0.735 TMC gross capacity. The Lower reservoir with 0.706 TMC gross capacity. The scheme envisages utilization of 193.35 m rated head and design discharge of 190.56 Cumecs for generation of 1280MW (4 units of 320 MW each) and 193.08 m rated head and design discharge of 95.81 Cumecs for generation of 320MW (2 units of 160 MW each).

The major project components are:

    • Geomembrane faced Rockfill embankment with height in the range varying between 10m and 38m. for creation of Saundatti upper reservoir with 0.735 TMC gross storage capacity.
    • Intake Structure.
    • Water Conductor system, 4 nos. of 1060.60 m long and 7.1m dia. circular steel lined Penstock / Pressure Shaft (i.e., consisting of 263.15m long Surface Penstock, 244.19m long Vertical Pressure Shaft and 553.26 m long Horizontal pressure shaft up to powerhouse) to feed 4 nos. 320MW unit each. Similarly, One no. of 951.30 m long 7.1m dia. circular steel lined Penstock /Pressure Shaft (i.e., consisting of 259.72m long Surface Penstock, 243.33 m long Vertical Pressure Shaft and 448.25 m long Horizontal pressure shaft up to bifurcation point) which will get bifurcated into 2 nos. near powerhouse each of 77.65m long and 5.0m dia. to feed 2 nos. of 160 MW unit each.
    • A surface Power house having an installation of four nos. reversible Francis turbine each of 320 MW capacity (All units are fixed speed turbines) operating under a rated head of 193.35 m in generating mode & 202.78 m in pumping mode and two nos. reversible Francis turbine each of 160 MW capacity (both units are fixed speed turbines) operating under a rated head of 193.08 m in generating mode & 202.88 m in pumping mode.
    • Six numbers of 255.44m long tail race tunnel connecting the tail race outlet structure and the draft tube of the power house out of which four larger units has a tunnel dia of 8.0 m whereas two small units consists of 6.65 m dia.
    • Tailrace Outlet structure.
    • Geomembrane faced Rockfill embankment with height in the range varying between 10m and 24 m for creation of Saundatti lower reservoir with 0.706 TMC gross storage capacity.
Scope:

    • Lender’s Engineering for Technical, Finance and Insurane related matters under the project.
    • Field deployment of Civil Engineers, Electrical Engineers and Finance Managers

Gandikota PSP

admin PSP

Design Review Engineering for Gandikota Pumped Storage Project (1800 MW), Andhra Pradesh, India

CLIENT:

Adani Renewable Energy Fifty One Limited
Year:

2024 – Ongoing
Project Features:

This is Standalone Pumped Storage Project having IC 1800 MW. The peak operation duration shall be 6 hrs.The Gandikota Pumped Storage Project will comprise of two reservoirs. The existing Gandikota reservoir will be the lower reservoir and a new reservoir is to be constructed on the hilltop with low height dam of maximum height around 28.0m to create the desired storage capacity for energy storage and discharge. Lower dam is utilized for Irrigation, Drinking water and fisheries purpose. Evaporation losses if any will be recouped periodically from the existing Gandikota reservoir.
SCOPE:

Design Review Engineering of:

  • Civil Works
  • Interfacing of E&M & H&M Works
  • Project Management and Construction Supervision
  • Periodic Inspections

Shendra – DMICCL

admin Infrastructure Project

Shendra Delhi Mumbai Industrial Corridor Corporation Limited
CLIENT:

CH2M Hill International Private Limited (India)
ULTIMATE CLIENT:

Delhi Mumbai Industrial Corridor Development Corporation Limited
LOCATION:

Maharashtra, India
SCOPE OF SERVICES:

Construction Supervision of civil and electrical works; Contract Management including all aspects related to techical and commercial aspects. Project Planning, Monitoring, Control and Scheduling.
Study of the requirements and specifications of electrical and civil works given in the contract documents and corrigendum. Advice the client on adoption of technical specifications different for those contained principal contract and having adverse impact on the quantity and quality of works. Review of material test reports. Maintain the Quality Assurance and Quantity Control plan for the project.
PROJECT DESCRIPTION:

Shendra Bidkin Industrial Area (SBIA) is located at a distance of approximately 15 km from downtown Aurangabad and is 8 km east of the Aurangabad Airport. It is planned as a new industrial corridor extending from the existing Maharashtra Industrial Development Corporation’s (MIDC) Shendra Industrial Park to the town of Bidkin. The total area of SBIA admeasuring 84.17 sq. km has been divided into two parts viz. Part-I and Part-II. The Part-I consisting of area of 41.42 sq. km, which is further divided into two parts, viz. Phase-I and Phase-II. The Phase-I covers an area of 8.39 sq. km located north of Jalna Road adjoining existing MIDC Shendra Industrial Park. Phase-II includes the remaining area of 32.03 sq. km located near Bidkin. The development of the Part-II of SBIA consisting of total area of 42.75 sq. km will be taken up at the later stage.

PROJECT CHARACTERISTICS:

Sl. No. Power network elements Quantity
1 No. of substations 5
2 Power duct 91.3 km
3 33kV Panels 5 Sets
4 11kV Panels 5 Sets
5 Transformers (Main) 15 Nos.
6 Transformers (Auxiliary) 15 Nos.
7 LV Panels 10 Nos.
8 Ring Main Units 109 Nos.
9 33kV Cables 320.57 km
10 11kV Cables 52.98 km
11 Streetlights 2525 Nos.
12 High Mast Street Lights 12 Nos.

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Bidkin – DMICCL

admin Infrastructure Project

BDKIN Delhi Mumbai Industrial Corridor Corporation Limited
CLIENT:

CH2M Hill International Private Limited (India)
ULTIMATE CLIENT:

Delhi Mumbai Industrial Corridor Development Corporation Limited
LOCATION: 

Maharashtra, India
SCOPE OF SERVICES:

Construction Supervision of civil and electrical works; Contract Management including all aspects related to technical and commercial aspects. Project Planning, Monitoring, Control and Scheduling.
Study of the requirements and specifications of electrical and civil works given in the contract documents and corrigendum. Advice the client on adoption of technical specifications different for those contained principal contract and having adverse impact on the quantity and quality of works. Review of material test reports. Maintain the Quality Assurance and Quantity Control plan for the project.
PROJECT DESCRIPTION:

Shendra Bidkin Industrial Area (SBIA) is located at a distance of approximately 15 km from downtown Aurangabad and is 8 km east of the Aurangabad Airport. It is planned as a new industrial corridor extending from the existing Maharashtra Industrial Development Corporation’s (MIDC) Shendra Industrial Park to the town of Bidkin. The total area of SBIA admeasuring 84.17 sq. km has been divided into two parts viz. Part-I and Part-II. The Part-I consisting of area of 41.42 sq. km, which is further divided into two parts, viz. Phase-I and Phase-II. The Phase-I covers an area of 8.39 sq. km located north of Jalna Road adjoining existing MIDC Shendra Industrial Park. Phase-II includes the remaining area of 32.03 sq. km located near Bidkin. The development of the Part-II of SBIA consisting of total area of 42.75 sq. km will be taken up at the later stage.

Project Characteristics:

S. No. Power network elements Quantity
1 No. of substations 8 Nos.
2 Power duct 78 km
3 33kV Panels 66 Nos.
4 11kV Panels 210 Nos.
5 Transformers (Main) 30 Nos.
6 Transformers (Auxiliary) 16 Nos.
7 LV Panels 16 Nos.
8 Ring Main Units 322 Nos.
9 33kV Cables 133 km
10 11kV Cables 283 km
11 Streetlights 2100 Nos.
12 High Mast Street Lights 72 Nos.

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Karnah – JKSPDCL

admin HydroelectricProjects

KARNAH HYDRO ELECTRIC PROJECT
CLIENT:

Jammu and Kashmir State Power Development Corporation Limited
LOCATION:

Kashmir, India
SCOPE OF SERVICES:

Review of contractor’s design, Supervision of construction of Civil, Hydro Mechanical/ Electromechanical works. Supervision of manufacture of equipment, Management of contractor’s claims, Assurance of Quality control.
PROJECT DESCRIPTION:

The J&K State Power Development Corporation intends to implement 12 MW Karnah Hydro Electric Project under Prime Minister’s Development Package -2015 (PMDP-2015) in Jammu and Kashmir State. The Karnah Hydroelectric Power Project (12 MW) with Installed capacity of 3×4 MW is situated at the stream named Quazi Nag at the Basin of Kishan Ganga near village Khudri in Tehsil- Karnah, District-Kupwara, Jammu & Kashmir corresponding to a design discharge of 13.47 cumecs and design head of 98.58 m.

PROJECT CHARACTERISTICS:

  • 3 no. Horizontal Francis Turbine of each 4 MW capacity (3 x 4 MW)
  • Open Trapezoidal Lined Canal Feeder Channel with design discharge of 13.47 cumecs and 100 m long; Trench weir of length 31.5 m
  • Number of Intake gate (Vertical lift gate) are 2 of size (2.5 m x 2.6 m)
  •  De-silting Chamber of length (36 m x24 m)
  • Free Flowing Pipe Type Water Conductor System of 235.75 m
  • Fore bay, Intake pool; 3 Nos. of Penstock 175 m long
  • Powerhouse of size (47.5 m x 18.4 m x 20.75 m)
  • Tail Race Tunnel of length 86.55m with minimum tail water level of 1413.26

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Kondhane – CIDCO

admin IrrigationProjects
Kondhane – CIDCO

KONDHANE – CIDCO IRRIGATION SCHEME
CLIENT:

City and Industrial Development Corporation
(CIDCO) of Maharashtra Limited
LOCATION:

Maharashtra, India
SCOPE OF SERVICES:

Scope of Work includes Preparation of Detailed Project Report (DPR) including outlet arrangement for irrigation and water supply / hydro Power with intake structure and captive hydro power plant. In Design Phase:- Project Engineering, Geology, Cost Estimation and Drawings volumes including salient features, survey and investigations, hydrology, design of civil structures, electro-mechanical and hydro-mechanical design, financial evaluation of the project acceptable to the relevant regulatory authorities. Preparation of R & R plan and obtaining statutory clearance from all the concerned departments for taking up the project. Preparation of bid document and its evaluation. Preparation of the Construction drawing for execution, scrutiny of variations, study of time cost overrun and periodic inspection of the execution of work.
PROJECT DESCRIPTION:

Kondhane Dam Project is primarily a drinking water Project located near the village Kondhane in Maharashtra. Project was envisaged to meet the increasing demand of drinking water for the city of Navi Mumbai. City and Industrial Development Corporation of Maharashtra (CIDCO), a wholly owned company of govt. of Maharashtra, is the planning and the development authority of city of Navi Mumbai which is spread over an area of 344 sq. km.

PROJECT CHARACTERISTICS:

The project envisages construction of 74 m high Concrete Faced Rock Fill Dam (CFRD) and outlet arrangement for irrigation and water supply / hydro power with intake structure and captive hydro power plant. The capacity of the reservoir shall be 105.97 MCM out of which 10.55 MCM shall be released for irrigation purpose.

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LPG & POL Cross country Pipeline

admin Oil-Gas

 

LPG & POL Cross country Pipeline at VIZAG Terminal

PROJECT OWNER:

EAST INDIA PETROLEUM LIMITED
LOCATION:

Visakhapatnam, Andhra Pradesh

SCOPE OF SERVICES:

Jetty Area Scope of Work:

  • Collecting/ Review of Document Pertaining to the site conditions, geological data, LPG transfer system, LPG Blending system, heat exchanger design, on line blending and other design documents of utility services
  • Prepare and Finalization of layouts for the utility services required for online blending systems, jetty operations and Topsides facilities of the jetty.
  • Review the basic need of the heat exchanger by considering the process requirements and safety of the pipeline and finalize the concept design of the heat exchanger
  • Review and re-design of firefighting facilities for the utility services at Jetty per the regulations of OISD/NFPA or equivalent
  • Review and incorporating all the recommendations of HAZOP and Risk Analysis, EIA Study,

The LPG cross-country pipeline process design.

  • Collecting/reviewing the documents pertaining to the site humidity conditions, LPG unloading temperatures, LPG transfer system and other data pertaining to LPG heating system, heat exchanger design documents, on line blending design documents, and collecting all the engineering documents.
  • Checking/reviewing of preliminary Basic Engineering Document for landside pipelines up to LPG Terminal
  • Calculation of the total flow conditions and flow rate at the terminal end
  • Conducting the process simulation for the various scenarios. Conducting the surge analysis for the LPG pipeline for the two phases and recommending the proper common surge arresters
  • Checking/Conducting the thermal stress calculation/simulation for underground LPG pipe line

Piping & instrumentation drawing (P&ID) and equipment Layouts

  • Review and modification of P&I Drawings
  • Review the specifications of the all valves, instruments, Pipeline, equipment and make recommendations
  • Review and preparation of the all the equipment layouts, piping layouts, pipeline isometric drawings

 Design of the civil and electrical works

  • Design the entire SLD of the electrical system along with requirement of emergency power.
  • Prepare the detailed engineering documents, drawings and electrical equipment specifications
  • Prepare the detailed engineering documents, drawings specifications of the civil structures for equipment foundations, building structures and control room interiors.
PROJECT DESCRIPTION:

The project involves setting up off offloading facilities of LPG from transportation vessels at the Jetty area and subsequently transferred to storage facility, through the network piping of length 8.4KM.

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CSR Policy

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CSR Policy

Extract of Annual Return/18

admin Uncategorized
EXTRACT OF ANNUAL RETURN/18

Nimu Chilling HEP

admin HydroelectricProjects

 

 NIMU

NIMU CHILLING HYDROELECTRIC PROJECT
CLIENT:
Jammu & Kashmir State Power Development Corporation Limited
LOCATION:
Leh, Jammu & Kashmir
SCOPE OF SERVICES:

    AEMPL has been engaged to provide Engineering Consultancy Services for preparation of Detailed Project Report for Nimu Chilling HEP, Leh as per the guidelines of Alternate Hydro Energy Centre, Ministry of New and Renewable Energy, Government of India
PROJECT DESCRIPTION:

Nimu Chilling Hydro Electric Project has been contemplated as a run of the river scheme situated in the Leh district of Jammu & Kashmir. The barrage site is located on River Zanskar just before its confluence with the mighty Indus River. The Project will utilize a gross head of 45 m and design discharge of about 59 cumecs for generation of 24 MW.

The Project comprises a 14.5 m high barrage, a rectangular fore-bay type power intake on the left bank, 5.6 m diameter horse shoe shaped head race tunnel of length 8.9 km, circular surge shaft of 22 m diameter & height 39.5 m, a single 200.0 m long 4.0 m diameter pressure shat/buried penstock, a surface power house housing 3 units of 8 MW. A 24 m long tail race channel conveys back into the existing reservoir of Nimo Bazgo HEP after power generation.

The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Nimu Chilling HEP

    • Site survey and investigations..
    • Review of the PFR prepared by JKSPDCL.
    • Review the Construction & Equipment Planning.
    • Preparation of Detailed Project Report as per AHEC/MnRE guidelines including study on alternatives
    • EIA/EMP report for availing NOC from State Pollution Control Board
    • Site specific seismic parameter studies by IIT-Delhi
    • Mathematical Modeling of the Reservoir Sedimentation

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Sankoo HEP

admin HydroelectricProjects

 

 SANKOO

SANKOO HYDROELECTRIC PROJECT
CLIENT:
Jammu & Kashmir State Power Development Corporation Limited
LOCATION:
Kargil, Jammu & Kashmir
SCOPE OF SERVICES:

    AEMPL has been engaged to provide Engineering Consultancy Services for preparation of Detailed Project Report for Sankoo HEP, Kargil as per the guidelines of Alternate Hydro Energy Centre, Ministry of New and Renewable Energy, Government of India
PROJECT DESCRIPTION:

Sankoo Hydro Electric Project has been contemplated as a run of the river scheme situated in the Kargil district of Jammu & Kashmir. The barrage site is located on River Suru. The Project will utilize a gross head of 58 m and design discharge of about 36 cumecs for generation of 19 MW.

The Project comprises a 10 m high barrage, a rectangular fore-bay type power intake on the left bank, Surface de-silting basin, 4.5 m diameter horse shoe shaped head race tunnel of length 1.9 km, circular surge shaft of 16 m diameter & height 53 m, a single 157 m long 3.5 m diameter pressure shat/buried penstock, a surface power house on the left bank of River Suru housing 2 units of 9.25 MW. A 46 m long tail race channel conveys back into River Suru after power generation.

The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Sankoo HEP

    • Site survey and investigations.
    • Review of the PFR prepared by JKSPDCL.
    • Review the Construction & Equipment Planning.
    • Preparation of Detailed Project Report as per AHEC/MnRE guidelines including study on alternatives
    • EIA/EMP report for availing NOC from State Pollution Control Board
    • Mathematical Modeling of the Reservoir Sedimentation

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Mangdam Sangra HEP

admin HydroelectricProjects

 

 MANGDAM

MANGDAM SANGRA HYDROELECTRIC PROJECT
CLIENT:
Jammu & Kashmir State Power Development Corporation Limited
LOCATION:
Kargil, Jammu & Kashmir
SCOPE OF SERVICES:

    AEMPL has been engaged to provide Engineering Consultancy Services for preparation of Detailed Project Report for Mangdum Sangra HEP, Kargil as per the guidelines of Alternate Hydro Energy Centre, Ministry of New and Renewable Energy, Government of India.
PROJECT DESCRIPTION:

Mangdum Sangra Hydro Electric Project has been contemplated as a run of the river scheme situated in the Kargil district of Jammu & Kashmir. The barrage site is located on River Suru. The Project will utilize a gross head of 82.76 m and design discharge of about 27.70 cumecs for generation of 19 MW.

The Project comprises a 10 m high barrage, a rectangular fore-bay type power intake on the left bank, Surface de-silting basin, 4.0 m diameter horse shoe shaped head race tunnel of length 2.8 km, circular surge shaft of 10 m diameter & height 54 m, a single 358 m long 3.10 m diameter pressure shat/buried penstock, a surface power house on the left bank of River Suru housing 2 units of 9.5 MW. A 60 m long tail race channel conveys back into River Suru after power generation.

The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Mangdum Sangra HEP

    • Site survey and investigations.
    • Review of the PFR prepared by JKSPDCL.
    • Review the Construction & Equipment Planning.
    • Preparation of Detailed Project Report as per AHEC/MnRE guidelines including study on alternatives
    • EIA/EMP report for availing NOC from State Pollution Control Board
    • Mathematical Modeling of the Reservoir Sedimentation

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Durbuk Shyok HEP

admin HydroelectricProjects

 

 DURBUK

DURBUK SHYOK HYDROELECTRIC PROJECT
CLIENT:
Jammu & Kashmir State Power Development Corporation Limited
LOCATION:
Leh, Jammu & Kashmir
SCOPE OF SERVICES:

    AEMPL has been engaged to provide Engineering Consultancy Services for preparation of Detailed Project Report for Durbuk Shyok HEP, Leh as per the guidelines of Alternate Hydro Energy Centre, Ministry of New and Renewable Energy, Government of India.
PROJECT DESCRIPTION:

Durbuk Shyok Hydro Electric Project has been contemplated as a run of the river scheme situated in the Leh district of Jammu & Kashmir. The barrage site is located on River Shyok Gong/Tnagtse Nala which is the left bank tributary of the Shyok River. The Project will utilize a gross head of 221.5 m and design discharge of about 12 cumecs for generation of 19 MW.

The Project comprises a 12 m high barrage, a rectangular fore-bay type power intake on the right bank, 3.0 m diameter horse shoe shaped head race tunnel of length 5.2 km, circular surge shaft of 6 m diameter & height 65.15 m, a single 940 m long 1.75 m diameter pressure shat/buried penstock, a surface power house on the left bank of River Shyok housing 2 units of 9.5 MW. A 75 m long tail race channel conveys back into River Shyok after power generation.

The following works have been completed by M/s Aquagreen Engineering Management Private Limited for Durbuk Shyok HEP

    • Site survey and investigations.
    • Review of the PFR prepared by JKSPDCL.
    • Review the Construction & Equipment Planning.
    • Preparation of Detailed Project Report as per AHEC/MnRE guidelines including study on alternatives
    • EIA/EMP report for availing NOC from State Pollution Control Board
    • Site specific seismic parameter studies by IIT-Delhi
    • Mathematical Modeling of the Reservoir Sedimentation

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Bhilangna-IIB HEP

admin HydroelectricProjects
 Bhilangna

BHILANGNA-IIB SMALL HYDROELECTRIC PROJECT
CLIENT:
UJVN Limited, Uttarakhand.
LOCATION:
Tehri Garhwal District,Uttarakhand.
SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for the Review and Preparation of Detailed Project Report of Bhilangna-IIB Small Hydroelectric Project.
PROJECT DESCRIPTION:

Bhilangna-IIB SHEP is being developed by UJVN Limited, a Government of Uttarakhand enterprise.The project is proposed as a run-of-river scheme on the river Bhilangna in Tehri Garhwal District of Uttarakhand.

The project envisages construction of an ungated ogee weir across Bhilangna River to divert 24.93 cumecs flow into a water conductor system comprising Head Race Tunnel of size 3.5m, Horse-shoe shaped and 2.07km long; Surge Shaft of 11.0m dia and 38m high; Pressure Shaft of 2.8m dia and 62m long, Buried Penstock of same size and about 247m long, Branch Penstock of 1.6m dia and 35m long each and a surface Power House of size 45m (L) x 12.5m (W) x 27.0m (H) housing total three generating units of horizontal axis Francis Turbines. The flow after generation shall be diverted into River Bhilangna through a 6m wide tail race channel.

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Sorang HEP

admin HydroelectricProjects
 Sorang

SORANG HYDROELECTRIC PROJECT
CLIENT:
Himachal Sorang Power Pvt. Ltd., Himachal Pradesh
LOCATION:
Nichar Tehsil, Kinnaur District, Himachal Pradesh
SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for the Review of Project Parameters and Design & Detailed Engineering Work of Penstock/ Pressure Shaft of Sorang Hydroelectric Project.
PROJECT DESCRIPTION:

Sorang Hydro Electric Project (2x50MW) is being developed by Himachal Sorang Power Private Limited (HSPL). The project was awarded to HSPL by Himachal State Electricity Board (HSEB). The project is located on Sorang Khad, a right bank tributary of the River Sutluj near Sorang Dongri Village in Kinnanur District of Himachal Pradesh.

The project envisages construction of a trench weir across Sorang Khad to divert 17.34 cumecs flow (2 units) into a water conductor system comprising Head Race Tunnel of size 3.2m x 4.0m, D-shaped and 1.45km long; Surge Shaft of 6.5m dia and 56.1m high; Surface Penstock of 3.25m dia and about 826m long followed by a steel lined Pressure Shaft of about 287m long and an underground Power House of size 79m (L) x 16.5m (W) x 39.5m (H) housing total three (presently two) generating units of Pelton Turbines. The flow after generation shall be diverted into River Sutluj through a 4.5×5.0 m D-shaped, 166 m long tail race tunnel.

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Chatten HEP

admin HydroelectricProjects
 Chatten

CHATTEN SMALL HYDROELECTRIC PROJECT
CLIENT:

M/s N.T Lachenpa, Govt. Contractor, Sikkim Power Development Corporation Limited (SPDCL)
LOCATION:
Chatten Village, North District, Mangan, Sikkim
SCOPE OF SERVICES:

AEMPL engaged to provide Engineering Consultancy Services for Chatten Small Hydro Power Project which includes the following components detailed design and preparation of construction drawings. They are

    • 1. Trench Weir
    • 2. Intake Structure
    • 3. De-silting Tank
    • 4. Surge Shaft
    • 5. Y-Junction Penstock
    • 6. Power House
PROJECT DESCRIPTION:

Chatten Small Hydro Electric Project has been contemplated as a run of the river scheme situated in the Chatten Village, Mangan District, North Sikkim. The trench weir is located across Chyagachu River. The Project would utilize a net head of 258.74 m and design discharge of 1.5 Cumecs for generation of 3 MW.

The Project comprises of trench weir, 1 No. of intake channel along with De-silting arrangement on right bank of Chyagachu River, one number of head race pipe of 800mm (ID), 4m diameter surge tank, 1 no. of 429m long main surface penstock which bifurcates into two numbers of 40m long branch penstock, Surface power house housing 2 units of 1.5 MW and 1 No. of 1.5 (W) x 1.2 (H) m rectangular-shaped, 110m long Tail Race Channel.

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Road Project – West Bengal

admin Infrastructure Project 610 Comments

FOUR LANING ROAD PROJECT
CLIENT:

HCC Concessions Ltd.

 
LOCATION: 

West Bengal, India
SCOPE OF SERVICES:

AEMPL engaged to provide Consultancy Services for Contract Management and Dispute Resolution for the following Sections of NH-34 in West Bengal, India:

  1. Four Laning Road Project from Baharampore (191.416 Km) To Farakka (294.684 Km) Section of NH-34
  2. Four Laning Road Project From Farakka (295.00 Km) To Raiganj (398.00 Km) Section of NH-34
  3. Four Laning Road Project From Raiganj (398.00 Km) To Dalkhola (452.750 Km) Section of NH-34

In addition, AEMPL engaged to provide Engineering Consultancy Services for Review of Rate Analysis for Four Laning Road Project From Raiganj (398.00 Km) To Dalkhola (452.750 Km) Section of NH-34in West Bengal, India
PROJECT DESCRIPTION:

The Project is part of 3 contiguous road projects being executed by the HCC Group from Baharampore to Dalkhola (258.35 Km) along the NH34 in the state of West Bengal.

  • Baharampore (191.416 Km) To Farakka (294.684 Km) Section of NH-34 – Length of Four Lane – 100.6 Km
  • Farakka (295.00 Km) To Raiganj (398.00 Km) Section of NH-34 – Length of Four Lane – 103.00 Km
  • Raiganj (398.00 Km) To Dalkhola (452.750 Km) Section of NH-34 – Length of Four Lane – 54.75 Km

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Road Project – Maharashtra

admin Infrastructure Project 594 Comments

EXISTING TWO LANE SECTION OF NH-17 TO FOUR LANE

CLIENT:  HCC Ltd.
LOCATION:

 Mumbai, India
SCOPE OF SERVICES:

AEMPL engaged to provide Pre-tender Design Engineering Consultancy Services for existing two lane section of NH-17 to four lane for the following Sections in Maharashtra, India:

  • Rehabilitation and up gradation of Indapur to Veer (Wadpale) to Bhogaon Khurd section of NH-17(New NH No.66) from existing km 84/000 to km 108/000 (Design Ch. 84.000 to Ch 110.750) in the state of Maharashtra to four lanes with paved shoulders on EPC Mode under NHDP Phase IV.
  • Rehabilitation and up gradation of Veer (Wadpale) to Bhogaon Khurd section of NH-17(New NH No.66) from existing km 108/400 to km 148/0 (Design Ch. 110.750 to Ch 149.510) in the state of Maharashtra to four lanes with paved shoulders on EPC Mode under NHDP Phase IV.
    		•
    PROJECT DESCRIPTION:

    The Project is part of 2 contiguous road projects from Indapur to Bhogaon Khurd (65.51 Km) along the NH-17 (New NH No.66) in the state of Maharashtra.

  • Indapur (84.000 Km) To Veer-Wadpale (110.750 Km) Section of NH-17 – Length of the proposed road – 26.75 Km
  • Veer-Wadpale (110.750 Km) To Bhogaon Khurd (149.510 Km) Section of NH-17 – Length of the proposed road – 38.76

    • Km

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    Rural Electrification Project (Uganda)

    admin Electrical-Tranmission 271 Comments
     

    AFD-FUNDED RURAL ELECTRIFICATION PROJECT
    CLIENT:

    Rural Electrification Board of Ministry of Energy & Mineral Development (MEMD), Kampala, Uganda
     LOCATION:

    North Western, Rwenzori, Western, Mid-Western, South and South Western Electricity Distribution Service Territories, Uganda
    SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for Project Management and Construction Supervision of 1556 km of Medium Voltage Lines and 1362 km of Low Voltage Network including Installation of Transformers in North Western, Rwenzori, Western, Mid-Western, and South & South Western Electricity Distribution Service Territories.
    PROJECT DESCRIPTION:

    The Project comprises construction of the following Medium Voltage Distribution Overhead Lines, associated LV reticulations and installation of 33/0.415 KV distribution transformers in Five (5) lots and they are:

    1. Lot 1: Hoima, Masindi, Kiryandongo & Kibale Environs Grid Extensions (approximately 288 km of Medium Voltage).
    2. Lot 2: Ntungamo, Kabale, Mbarara, Isingiro & Kiruhura Environs Grid-Extensions (approximately 297 km of Medium Voltage).
    3. Lot 3: Masaka, Lwengo, Sembabule, Lyantode, Rakai & Kiruhura Environs Grid- Extension lines (approximately 298 km of Medium Voltage).
    4. Lot 4: Bushenyi, Sheema, Mitooma & Buhweju Environs Grid-Extension Lines (approximately 263 km of Medium Voltage).
    5. Lot 5: Kasese, Rubirizi, Buhweju, Kabarole, Kyenjojo & Kibaale Environs Grid-Extension Lines (approximately 287 km of Medium Voltage).

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    Ayago HEP

    admin HydroelectricProjects 220 Comments
     Ayago

    AYAGO HYDROELECTRIC PROJECT
    CLIENT:

    Ministry of Energy & Mineral Development (MEMD), The Republic of Uganda
    LOCATION:

    Murchison Falls National Park District, Uganda
    SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for the Review of the Detailed Feasibility Study and Supervision of the Construction of Ayago Hydro Power Project and its associated Transmission Interconnection.
    PROJECT DESCRIPTION:

    Ayago Hydro Electric Project has been contemplated as a run of the river scheme situated in the Murchison Falls National Park District of Uganda. The Diversion Dam is located across Nile River. The Project would utilize a head of 80 m and design discharge of 938 Cumecs for generation of 840 MW.

    The Project comprises of 24 m high Concrete Gravity dam, 6 Nos. of intake on left bank of Nile River feeding 6 Nos. of 6.6 m circular shaped pressure shaft, underground power house housing 6 units of 113.33 MW and 3 Nos. of 13 (W) x 15 (H) m D-shaped, 7.2 km long Tail Race Tunnel.

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    Malana – II HEP

    admin HydroelectricProjects 273 Comments

    MalanaII

    MALANA – II HYDROELECTRIC PROJECT
    CLIENT:

    Everest Power Private Limited
    LOCATION:

    Kullu District, Himachal Pradesh, India
    SCOPE OF SERVICES:

    Aquagreen Engineering Management Pvt. Ltd. (AEMPL) providing the Engineering Consultancy Services for effective operation of plant including monitoring and post construction maintenance activities.
    PROJECT DESCRIPTION:

    Malana – II Hydro Electric Project (100 MW) consists of the following components:

    • A 45 m high concrete gravity dam of length 213 m including 63 m of key wall in the left bank.
    • One 2.9 m D-Shaped Head Race Tunnel of length 4.98 km to convey 20 cumecs for power generation
    • 6 m diameter circular simple type surge shaft of 80 m height.
    • A 2.5 m pressures shaft of length 758.60 m which includes top horizontal, vertical and bottom horizontal segments.
    • An underground power house housing 2 nos. of vertical axis Pelton turbines measuring 67.5 m (l) x 17.5 m (w) x 35.85 m (h).
    • A 5.4 m x 6.75 m D-shaped tail race tunnel of length 380 m.
    • The project utilizes a gross head of 602 m and design discharge of 20 cumecs to generate 409 MU of energy in 90 % dependable year.

    The Project is a high head, run-of-river project with 4 hour pondage and is located on Malana Khad, a tributary of the Parbati River, Himachal Pradesh. The Commercial Operation Date (COD) of the project was declared on 12th July 2012. AEMPL has involved in the preparation of post construction activities and monitoring which are required for effective operation.

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    Kynshi – I HEP

    admin HydroelectricProjects 729 Comments

    KynshiI

    KYNSHI – I HYDROELECTRIC PROJECT
    CLIENT:

    Athena Kynshi Power Pvt. Ltd.
    LOCATION:

    Meghalaya, India
    SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for Preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR), Tender Design and assistance in award of EPC Contract for 270 MW Kynshi – I HE Project, Meghalaya.
    PROJECT DESCRIPTION:

    Kynshi – I Hydro Electric Project has been contemplated as a run of the river scheme situated in the West Khasi Hills district of Meghalaya. The Dam site is located on River Kynshi, D/s of confluence of Umkyrtha River with Kynshi River. The Project will utilize a gross head of 581.00 m and design discharge of 54.86 cumecs for generation of 270MW.

    The Project comprises a 58.10 m high Concrete Gravity dam, two de-silting basins of 12 m X 21.5 m X 200 m; 6.89 km long 4.5 m diameter HRT, 67.5 m high 8.5 m diameter surge shaft, 1855 m long & 3.6 m diameter pressure tunnel including horizontal & vertical shaft. An underground power house housing 2 units of 135 MW. A 2.5 km long 5.25 m diameter tunnel conveys back the water back to River Kynshi after power generation. Design Energy is 1067 MU in 90% dependable year.

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    Mahama & Mpanga Irrigation Scheme

    admin IrrigationProjects 1,459 Comments
    MahamaMpanga

    MAHAMA & MPANGA IRRIGATION SCHEME
    CLIENT:

    WAPCOS Limited
    LOCATION:

    Eastern Province, Rwanda
    SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for Preparation of Detailed Project Report (DPR), Tender Design, Technical Specifications and assistance to WAPCOS for the Intake System Works for Irrigation Schemes in Mpanga and Mahama Sectors of Easter Province of Rwanda.
    PROJECT DESCRIPTION:

    The intake system of the Project involves construction of off-taking structures, head regulator, sedimentation tank, pump house, rising main and storage tank for irrigation from the River Akagera on the Rwanda – Tanzania border. The River has a minimum flow of 90 m3/s and a maximum discharge of 694 m3/s corresponding to return period flood of 1 in 40 years. The Project requires pumping of silt-free water to storage tank by construction of required number of off-tanking intake and its associated structures along the left bank of Kagera River covering Mpanga and Mahama Sectors.

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    Teesta – III HEP

    admin HydroelectricProjects 2,342 Comments

     

     

    TeestaIII

    TEESTA – III HYDROELECTRIC PROJECT
    CLIENT:

    WAPCOS Limited
    LOCATION:

    North Sikkim, Sikkim, India
    SCOPE OF SERVICES:

    AEMPL engaged to provide Review Engineering Consultancy Services for 1200 MW Teesta – III HE Project, Sikkim and further provision of Design and Project Management Consultancy Services for Balance works of the project
    PROJECT DESCRIPTION:

    Teesta – III Hydro Electric Project has been contemplated as a run of the river scheme situated in the North Sikkim district of Sikkim. The Dam site is located on River Teesta just d/s of confluence of River Laching Chu and Lachung Chu. The Project will utilize a gross head of 817 m and design discharge of 175 cumecs for generation of 1200 MW.

     

    The Project comprises a 60 m high Concrete Faced Rockfill Dam, two de-silting basins of 17m X 23m X 320m; 14.3km long 7.5m diameter HRT, 15.5 m diameter circular surge shaft of 160m height, 1806.67m long & 2 nos. of 4m diameter pressure tunnels including vertical shaft and inclined shaft of length about 1650 m. An underground power house housing 6 units of 200 MW. A 1.2 km long 8.2×8.0 m tunnel conveys back the water back to River Teesta after power generation.

    The following works have been completed by M/s Aquagreen Engineering Management Private Limited for the Review Engineering during Construction Stage (2008-2010).

    • To study and evaluate the construction design/ drawing from the point of view of construction suitability to site condition.
    • Review the works under execution with the objective to achieve the scheduled progress.
    • Review the Construction & Equipment Planning.
    • Review the implementation of QA/ QC program implemented by the contractor and engineering agency.

    The following works are currently being executed by M/s Aquagreen Engineering Management Private Limited for the Design and Project Management Consultancy Services for Balance works (2015 – Ongoing)

    • Detailed Design Service for balance works
    • Construction supervision services on behalf of WAPCOS during execution of the Project including supervising construction, equipment installation and commissioning with a supervision team, undertaking quality assurance on the site and ,oversee the contractors’ quality control systems, provide expertise as needed on site on a case by case basis. Review the Construction & Equipment Planning.
    • Vetting of Contractor Claims for the Project
    • Preparation of DPR of Dam Toe Power House for the Project

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    Naba HEP

    admin HydroelectricProjects 1,641 Comments

    Naba

    NABA HYDROELECTRIC PROJECT
    CLIENT:

    Andra Power Pvt. Ltd.
    LOCATION:

    Arunachal Pradesh, India
    SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for preparation of Pre-feasibility Report (PFR), Detailed Project Report (DPR), Preparation Tender Documents of 1000 MW Naba Hydroelectric Project, Arunachal Pradesh and obtaining approval from statutory authorities.
    PROJECT DESCRIPTION:

    Naba H.E. Project is located in upper reaches of Subansiri River, Arunachal Pradesh. The average river bed level at the dam site is about 870 m and FRL at the dam has been proposed at EL.1035 m. The Project will utilize a gross head of 245 m and design discharge of 468.22 cumecs for generation of 1000 MW.

    Naba H.E Project envisages a construction of a 167 m high concrete gravity dam with 2 Nos. of 11 m diameter diversion tunnels as diversion structure, 2 Nos. of power intake with trash rack arrangement, 2 Nos. of 3.1 km & 3.85 km long 8.7 m diameter head race tunnel, 2 Nos. of 23.0 m diameter surge shaft& 85 m high, 2 Nos. of 7.25 m diameter steel lined pressure shaft which include penstock of dia. 5.75 m on bifurcation. Underground power house housing 4 units of 250 MW each. Design Energy is 4249.42 MU in 90% dependable year.

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    Niare HEP

    admin HydroelectricProjects 1,432 Comments
     Niare

    NIARE HYDROELECTRIC PROJECT
    CLIENT:

    Andra Power Pvt. Ltd.
    LOCATION:

    Arunachal Pradesh, India
    SCOPE OF SERVICES:

    AEMPL engaged to provide Engineering Consultancy Services for preparation of Pre-feasibility Report (PFR) of 800 MW NiareHE Project, Arunachal Pradesh and obtaining approval from statutory authorities.
    PROJECT DESCRIPTION:

    Niare H.E. Project is located in upper reaches of Subansiri River, Arunachal Pradesh. The average river bed level at the dam site is about 1200 m and FRL at the dam has been proposed at EL.1280 m. The Project will utilize a gross head of 228 m and design discharge of 407.50Cumecs for generation of 800 MW.

    Niare H.E Project envisages of 101.56 m high concrete gravity dam with 2Nos. of11m diameter diversion tunnels as diversion structure, 2Nos of power intake with trash rack arrangement, 2Nos. of 3.14 km&3.10km long 8.50 m diameter head race tunnel, 2Nos. of 20.0 m diameter surge shaft&100m high, 2Nos. of 486.50mlong 7.25 m diameter steel lined pressure shaft which include penstock of dia. 5.50m on bifurcation. Underground power house housing4 units of 200 MW each. Design Energy is 3647.39MU in 90% dependable year.

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