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Sewage & Sanitation

Preparation of DPRs for Septage Management Project in Dimapur under AMRUT 2.0

Client Directorate of Urban Development, Nagaland, Kohima
Project description Preparation of DPRs for Septage Management Project in Dimapur under AMRUT 2.0
Support provided by us
  1. Topographical survey of Dimapur town using DGPS and Total station for mapping major drains flowing in the city (for X, Y and Z coordinates)
  2. Data collection including city profile and data and waste flow profile (natural stream) in the cities
  3. Population projections using census data (2011); and quantification of sewage & sludge
  4. Zoning of the town using natural terrain and city profile
  5. Condition assessment of existing infrastructure incl. water supply, sewer and sewage infra and drainage system; gap-assessment in the system
  6. Mapping of waste management infrastructure on Service Level Benchmarks (SLBs)
  7. Secondary data collection and reconnaissance survey
  8. Approach & methodology for assessment of suitable technologies from different available options
  9. Design standards using CPHEEO Manual and relevant IS Codes
  10. Topographical survey for node to node and road alignment of road network
  11. Site identification and selection using different methods
  12. Civil, structure and E&M including Instrumentation design
  13. Detailed estimation using Bar-bending schedule for Concrete and Steel
  14. Coordination with Engineers and department staffs (Dimapur Municipal Corporations) for finalizing site identification and city profiling
  15. Preparation of Bill of Quantity and cost estimates (value of the project more than INR 58 cr.) using Nagaland Schedule of Rates (SOR latest), and where items not available, Rate-Analysis carried out using Nagaland SOR and DSR (latest).
  16. Detailed assessment and planning for IoT and PLC-SCADA system for project monitoring
  17. Preparation of Draft detailed project report (DPR) including BOQ, salient features, town profile; and drawings (survey, contours, Hydraulic-flow diagram, P&I diagram, component wise GAD etc.)
  18. E&M and Instrumentation design and BOQ of proposed items from Market (quotations)
  19. Operation and Maintenance (O&M) planning for overall infrastructure including revenue generation planning
  20. Capacity building plan for the Kohima Municipal Corporation including grievance-redressal mechanism
Coordination with UDD Department and other concerned department
Technical detail
  1. 150 KLD FSTP
  2. Construction of access roads and Internal roads
  3. IOT and PLC-SCADA technology
  4. Population projection for 2034
  5. Design horizon 30 years

Rae-Bareilli Town Sewerage Scheme Under AMRUT, U P

Government Client UP Jal Nigam
Contractor KKSPUN India Ltd.
Project description Survey, design & construction of sewerage system including supply, laying jointing, testing & connection of old sewer to new sewer lines which flow upto STP. Sewer line 178.075 km. Rising main 1500.00 m. Manholes 7051 Nos. Sewer line connecting chamber 5397 Nos. Sewer house connection 15560 Nos. Sump well with pump house 1 No. Boundary wall, Screen chamber for IPS 2 Nos., Generator room, Panel room 4 Nos. L.C.S. room 2 No. Pumping plant 2 nos. (for Zone – 2 & 4) etc. required for proper completion of work.
Support provided by us Design engineering of: (a) Hydraulic design of gravity line (sewer collection network), (b) designing of rising main from IPS to STP, (c) Civil & Structural design of IPS, (d) E&M and instrumentation of IPS, (e) Structural design of Manhole, House sewer chambers (HSC) (f) Bedding design
Technical detail
  1. Sewer length – 178 km.
  2. Dia. – 200-800 mm.
  3. Material – DWC, AC & RCC.
  4. IPS – 2 Nos. (19 MLD).
  5. Rising main (DI-K9) – 1500 m.
  6. Bedding design.
  7. Structural design – Manhole, HSC.
  8. Electro-Mechanical and instrumentation design.
  9. Detailed bill of quantities (estimation).
  10. Detailed BBS schedule.
  11. Layout plan, X-Section, L-Section.
  12. Coordination for design approval from Engineering College, PDMC and concerned department.

Lucknow Town Sewerage Scheme under AMRUT & Smart City Mission, U P

Government Client UP Jal Nigam
Contractor KKSPUN India Ltd.
Project description Survey, conditional assessment of old existing sewers, investigation, design, supply, laying, commissioning & testing of sewer pipe in trunk/ lateral/ branch sewers of 200mm dia to 1400mm dia, including house connection & road reinstatement, rehabilitation of machli mohal pumping station and construction of sewage pumping station at cgps, including all civil & e/m appurtenant works in sewerage district-4 zone-I part-2.
Support provided by us Design engineering of: (a) Hydraulic design of gravity line (sewer collection network), (b) designing of rising main from IPS to STP, (c) Civil & Structural design of IPS, (d) E&M and instrumentation of IPS, (e) Structural design of Manhole, House sewer chambers (HSC) (f) Bedding design
Technical detail
  1. Sewer length – 126 km.
  2. Existing sewer utilization, mix of proposed and existing sewer lines.
  3. Trenchless construction methodology.
  4. Assessment of re-lining quantity for existing line.
  5. Designing of Rising main and IPS (civil, E&M and instrumentation).
  6. Methodology for construction & laying of sewer-line on smart roads.
  7. Bedding design – Granular, PCC, RCC (for 200-1400 mm Dia.; DWC & RCC pipes).
  8. Coordination for design approval from Engineering College, PDMC and concerned department.Detailed BBS schedule.

Rohtak Town Sewerage Scheme under AMRUT, Haryana

Government Client Department of Urban & Local Bodies (DULB), Haryana
Contractor KRA-KIPL JV (Nominated Contractor AS Krishna Associates Pvt. Ltd.).
Project description Department of Urban & Local Bodies take up coverage of left-out area and rehabilitation of old laid pockets in multiple villages & small towns in Rohtak region. Comprehensive sewage management plan includes collection, treatment and safe disposal system.
Support provided by us Design engineering of: (a) Hydraulic design of gravity line (sewer collection network), (b) designing of rising main from IPS to STP, (c) Civil & Structural design of IPS, (d) E&M and instrumentation of IPS, (e) Structural design of Manhole, House sewer chambers (HSC) (f) Bedding design
Technical detail
  1. Sewer length – 75 km.
  2. Dia. – 200-1000 mm.
  3. Material – DWC & RCC.
  4. Network layout, L-Section & x-Section.
  5. Rising main from pumping station to STP and to main sewer line.
  6. Planning for trenchless technology-based execution.
  7. Site feasibility for network planning.
  8. MPS, IPS and STP design coordination.
  9. Coordination for design approval from Engineering College, PDMC and concerned department

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