{"id":1872,"date":"2026-08-31T09:39:30","date_gmt":"2026-08-31T09:39:30","guid":{"rendered":"https:\/\/www.aquagreen.in\/?p=1872"},"modified":"2026-09-01T07:24:06","modified_gmt":"2026-09-01T07:24:06","slug":"ukai-psp","status":"publish","type":"post","link":"http:\/\/www.aquagreen.in\/index.php\/2026\/08\/31\/ukai-psp\/","title":{"rendered":"Ukai PSP"},"content":{"rendered":"<table width=\"664\">\n<tbody>\n<tr>\n<td style=\"text-align: center;\" width=\"664\">\u00a0<img decoding=\"async\" loading=\"lazy\" class=\"alignnone wp-image-736\" src=\"http:\/\/www.aquagreen.in\/wp-content\/uploads\/2026\/09\/Ukai.jpg\" alt=\"MANGDAM\" width=\"150\" height=\"100\" \/><\/td>\n<\/tr>\n<tr>\n<td width=\"664\">\n<p style=\"text-align: center;\">Ukai Pumped Storage Project (2400 MW), Gujarat, India<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"664\"><strong>CLIENT: <\/strong><br \/>\nGreenko Energy Projects Private Limited<\/td>\n<\/tr>\n<tr>\n<td width=\"664\"><strong>Year: <\/strong><br \/>\n2022 -Ongoing<\/td>\n<\/tr>\n<tr>\n<td width=\"664\"><strong>Features: <\/strong><\/p>\n<p style=\"text-align: justify;\">Upper Reservoir: (Live Storage: 1.39 TMC; Gross Storage: 2.23 TMC) Upper Dam: (Type: Rockfill Embankment with Central Clay Core; Height: 70 m; Length: 11468 m) Lower Reservoir: (Live Storage: 1.38 TMC; Gross Storage: 2.13 TMC) Lower Dam: (Type: Rockfill Embankment with Central Clay Core; Height: 45 m; Length: 1453 m) Powerhouse: (Type: Surface; Dimensions: 220 m x 24 m x 51.1 m) Penstock \/ Pressure Shafts: (Type: Finished Steel lined (circular); Number of Pressure Shaft: 8 no. Of Independent Penstocks; Diameter of Penstock: 7 m; Length of Penstock: 1105 m) Tail Race Tunnel: (Type: Concrete lined Circular); No. Of Tunnel: 8; Dia. Of tunnel: 8 m; Length of Tunnel: 25 m) Electro-Mechanical Equipment: (Pump Turbine: Francis type, vertical shaft reversible pump turbine; Total no. Of units: 8 no. (8 x 300 MW)) Two 400 kV Double Circuit Transmission Lines of length 109 km (approx.) from PSP will be connected to 400 kV\/765 kV GIS, Kumetha -1 PGCIL Substation Gujarat State (Village Crossing)<\/p>\n<\/td>\n<\/tr>\n<tr>\n<td width=\"664\"><strong>Scope: <\/strong><\/p>\n<ul style=\"margin-left: 20px;\">\n<li style=\"text-align: justify;\">Preparation, Submission, Processing 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<\/li>\n<li style=\"text-align: justify;\">Assessment of Site Geology, Physical Geological Mapping, Preparation of Geological Maps and other details required for the completion of Geological Chapter<\/li>\n<li style=\"text-align: justify;\">Monitoring of Surface and Sub-Surface Exploration, Interpretation of data, incorporation of data for studies of optimization of layout and preparation of complete Geological Chapter including drawings\/studies etc.<\/li>\n<li style=\"text-align: justify;\">Attending and amending the above reports based on the comments provided by the Owner\u2019s review Consultant and statutory authorities time to time including presentations \/ following up with all statutory associates with grant of TEC, till grant of TEC<\/li>\n<li style=\"text-align: justify;\">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<\/li>\n<li style=\"text-align: justify;\">Study of all alternate layout options with preliminary designs, drawings and their costs \/ Technical comparisons<\/li>\n<li style=\"text-align: justify;\">Elaboration of Construction Program and plant planning including Construction Methodology for all critical and main components.<\/li>\n<li style=\"text-align: justify;\">All drawings prepared for DPR shall be of standard of specification drawings required for tendering purpose. Drawings prepared should fulfil tendering drawing requirements<\/li>\n<li style=\"text-align: justify;\">Review of all documents supplied by the Client and incorporation of the same in the DPR<\/li>\n<li style=\"text-align: justify;\">Support for selection of suitable construction material sites and review of Test Reports for suitability thereof.<\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p>\u00a0 Ukai Pumped Storage Project (2400 MW), Gujarat, India CLIENT: Greenko Energy Projects Private Limited Year: 2022 -Ongoing Features: Upper Reservoir: (Live Storage: 1.39 TMC; Gross Storage: 2.23 TMC) Upper Dam: (Type: Rockfill Embankment with Central Clay Core; Height: 70<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[14],"tags":[],"_links":{"self":[{"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/posts\/1872"}],"collection":[{"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/comments?post=1872"}],"version-history":[{"count":5,"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/posts\/1872\/revisions"}],"predecessor-version":[{"id":1883,"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/posts\/1872\/revisions\/1883"}],"wp:attachment":[{"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/media?parent=1872"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/categories?post=1872"},{"taxonomy":"post_tag","embeddable":true,"href":"http:\/\/www.aquagreen.in\/index.php\/wp-json\/wp\/v2\/tags?post=1872"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}