Others
| 
                 Sn.  | 
            
                 NAME OF PROJECT  | 
            
                 NAME OF CLIENT  | 
            
                 SCOPE OF WORK  | 
            
                 YEAR OF COMPLETION /STATUS  | 
        
| 1 | 
                 Design Consultancy for Earthen Reservoir, Transmission Main and Buffer Tank with OH PH of 3x660 MW Talwandi Sabo Power Ltd. At Mansa District, Punjab  | 
            
                 CLIENT: TALWANDI SABO POWER LTD.  | 
            
                 Hydraulic Design: Canal Intake arrangement, Gravity Main from canal intake to buffer tank, Sump, Earthen Reservoir etc. Structural Design: Canal Intake, Buffer Tank of Size 69x31.2x7.9m with Over Head Pump House, Switch yard and sub-station Gravity Main: Twin pipe line of 1270 mm NB MS pipe of length 5 Km. Pumping Machinery: 3 VT pumps (2W+1SB) with design head of 12.5m installed on sump, each pump with duty discharge of 4000 Cum/Hr. Sub Station: 11/.433 kV 2 MVA x 2 nos. Transformer substations including all electrical system and switchgear. Earthen Reservoir: Capacity 4000 ML with HDPE film with CC lining from inside. Utilities like illumination, internal electrification etc. complete.  | 
            
                 Year 2014  | 
        
| 2 | 
                 Ash Water Recovery System Consultancy services for Ash Slurry Transportation and Ash water recovery system at DIL Power Plant Chandrapur. for Dhariwal Infrastructure Ltd.  | 
            
                 Hydraulic Design: structural design of settling basin and recovery of water pump house. Details structural design of collection well and approach bridge. Preparation of RF details and execution drawing for collection well & approach bridge. Providing design review engineering till the successful commissioning of ash slurry transportation and ash water recovery system at site. Collection well: of 2m diameter and depth 8.5 m. Approach bridge: of 22m length from collection well. Settling Basin & Pump House: of size 26.2 x 8.2 x 6.5m with bay type arrangement and Overhead Pump House by open foundation of size 6.2 m x 8.2 m x 4.6 m in RCC frame structure. Control and switchgear room and office of size 25m x 10 m x 4.6 m. in RCC frame structure. With All pipeline structures. Rising Main: 250 NB twin Pipeline having Interconnection with Ash Slurry Pipe line with control philosophy having operating conditions. Pumping Machinery: 3VT, 110kW (2W+1SB) pumps with design head of 85 m installed on Sump, each pump with duty discharge of 263 cum/hr; 630 kVA capacity substation design, earthing design for substation; interconnection with main substation at plant end; internal and external periphery electrification work Control and instrumentation work for the captioned project & other Utilities like internal Roads, Water supply, sewerage, storm drainage, illumination, internal electrification etc. complete  | 
            
                 Jan-2015  | 
        |
| 3 | 
                 Consultancy for study and provide technical solution for storm water drainage problem inside plant area  | 
            
                 Client: Usha Martin Ltd.  | 
            
                 Planning, design, estimation, preparation of Detail Project report, for Storm Water System inside/outside plant area with detail specifications.  | 
            
                 Feb 2015  | 
        
| 4 | 
                 Consultancy for PMC on works of 2 x 12 MW Hydro Electric Power Project at Gosikhurd reservoir. Dist: Bhandara.  | 
            
                 Client: Mahati Hydro Power Vidarbha Pvt. Ltd.  | 
            
                 Design Review, Co-ordination and contracting out the planning and design proposed by Design consultants, Structural Consultants - suggest improvements & value addition. Co-ordinate drawings of various disciplines. Planning of work execution schedule and bundling of work components / items in packages for calling quotations. Prepare the Bill of quantities with specifications for floating quotation enquiries. Identification of vendors for civil works. Float and receive enquiries. Carry out negotiations and recommend for final closure to Mahati. Place full time engineers at site as per schedule under ‘The Team for Project’.  | 
            
                 May 2015  | 
        
| 5 | 
                 Providing Engineering Consultancy Service for Raw Water reservoirs including rising main extension, raw water pump sump and pump house and reservoir interconnection at 2 x 300 MW TPP DIL Site at Chandrapur & Periodic Supervision for 12 Months during site execution period at Chandrapur Maharashtra for Dhariwal Infrastructure Ltd.  | 
            
                 CLIENT : DHARIWAL INFRASTRUCTURE LTD.  | 
            
                 Topographical survey including field data collection. Project Planning for raw water reservoirs in Phase – I & Phase – II Detailed engineering including detailed design. Detailed engineering, quantity, estimation, costing and preparation of detailed project report on detailed layout, stability section design and lining design; Hydraulic and structural design of extension rising main from off-take near ash dyke to Ph-I & Ph-II; design of rising main from PH to interconnection with raw water rising main near ash dyke; design of sump and PH for raw water reservoir to Plant end reservoir; capacity design of pumps, motor OH transmission line from ash dyke to substation near PH; design of electrical system including substation and control and instrumentation system. Preparation of detailed technical specification (DPR), vendor list along with detailed BOQ for tender. Preparation of detailed tender. Reply to vendor queries. Preparation of technical comparatives from vendor document. Approval of all drawings by vendors for captioned work. Checking and approval of designs, GA and data sheet of bought out items. Periodic supervision for 12 months from the day of start work by the vendor. Hydraulic Design: Intake Channel, Sump, and pumping machinery, Structural Design: Intake Channel of length 6m width 7.5 m and depth 13 m. Sump of size 8.4x9.15x13m with bay type arrangement and Overhead Pump House by open foundation of size 18.2 m x 18.2 m x 10.75 m in steel structure. Double Storied RCC frame structure from Control and switchgear room and office of size 12.25m x 6.5 m x 4.5 m. All pipe line structures. Rising Main: Interconnection of new Pump House with main Pipeline up to plant end with 800 NB pipeline. Pumping Machinery: 2 VT, 132kW (1W+1SB) with 1 no. future provision pumps with design head of 24 m installed on Sump, each pump with duty discharge of 1250 Cum/Hr 1000 kVA capacity substation design, earthing design for substation; interconnection with main substation at plant end; internal and external periphery electrification work Control and instrumentation work for the captioned project & other Utilities like internal Roads, Water supply, sewerage, storm drainage, illumination, internal electrification etc. complete  | 
            
                 May-2016  | 
        
| 6 | 
                 Design consultancy service for survey, data collection, study, planning, hydraulic and structural design of storm and process discharge drainage system, road and drains, water harvesting for entire plant  | 
            
                 Client: Usha Martin Ltd.  | 
            
                 Planning, design, estimation, preparation of Detail Project report, for Storm Water System inside/outside plant area with detail specifications. Planning, design, estimation, preparation for Roads, road drains, settling tanks inside plant, reuse of waters, etc. complete for inside plant area.  | 
            
                 Aug. 2017  | 
        
| 7 | 
                 Upgradation of Two lanes with Paved shoulder of Nanded-Kinwat-Mahur-Arni NH116 A (147.758Kms) in the state of Maharashtra.  | 
            
                 CLIENT: Krishnanand Infra & Sunil Hitech (For PWD Maharashtra)  | 
            
                 Upgradation of Two lanes with Paved shoulder of Nanded-Kinwat-Mahur-Arni NH116 A (147.758kM) in the state of Maharashtra section from Sarsam Budruk to Kothari Design Ch 33.00 Km (Length=57 Kms) on NH 161 A (Starting from NH 548C Akot and terminate at Junction OD 161 near Wazar Aurada) The work included the following 1. Major Bridge- 01 Nos 2. Minor Bridge- 25 Nos 3. Pipe Culverts- 89 Nos 4. Slab Culverts- 06 Nos 5. Railway Over bridge(ROB)- 01 Nos  | 
            
                 Year 2016  | 
        
