| Scheme | Smart City Mission and AMRUT 2.0 |
| Government Client | Jhansi Nagar Nigam |
| Executing Agency | Regional Centre for Urban & Environmental Studies (RCUES), Lucknow under MoHUA |
| City/ Town | Jhansi, Uttar Pradesh |
| Project Description | Preparation of Detailed Project Report and Master Plan for Drainage system of Jhansi town |
| Project Value | More than INR 1000 Crores |
| Component of the project | (a) Inception Report (b) Draft Detailed Project Report (DPR) & Master Plan (c) Final Master Plan and Detailed Project Report (DPR) |
| Support provided by us | Detailed engineering including: (a) Topographical survey of the town (b) Geo-technical/ soli investigation (c) GIS Mapping of town using GIS software (d) Hydraulic design using Sewer GEMS (e) Structural design using Stadd-Pro (f) Interception & Diversion including Nalla tapping (g) Sewage pumping stations (SPS) (h) Sewage treatment plants (STPs) for treatment of dry-weather flow (i) Treated effluent and disposal mechanism (j) Bill of quantity and cost estimation based on applicable Schedule of Rates (SOR) (k) Environmental and Social Management Framework (l) Planning for Operation and Maintenance (m) DPR and Master Plan considering planning horizon and city Master Plan |
| Technical detail | (a) Site survey and assessment of existing infrastructure incl. water, wastewater and solid waste management (b) Gap analysis of drainage and sewage infrastructure in the town (c) Survey of approx. 230 km of major drains (width >1m) carrying dry-weather and rainfall finally out-falling into Pahuj river (d) Width of drains ranging from 2m to 20m (e) Type of drain (RCC rectangular drain; box-type in case population density is high & culverts) (f) Nalla tapping with pumping stations and interception & diversion arrangement (g) Sewage pumping stations (SPSs) for tapping Nallas (h) 2 Sewage treatment plants (STPs) (i) Diversion of Nallas where existing drain capacity is low and space constrain for further expansion |
| Scheme | State Mission |
| Government Client | Irrigation Department and Nagar Palika Pithoragarh |
| Executing Agency | Irrigation Division, Pithoragarh |
| City/ Town | Pithoragarh, Uttarakhand |
| Project Description | Preparation of GIS based drainage master plan and detailed project report for Pithoragarh town |
| Component of the project | (a) Inception Report (b) Analysis Report (c) Draft Detailed Project Report (DPR) (d) Draft Master Plan (e) Final Master Plan and Detailed Project Report (DPR) |
| Support provided by us | Detailed engineering including: (a) Topographical survey of the town (b) Geo-technical/ soli investigation (c) GIS Mapping of town using GIS software (d) Hydraulic design using Sewer GEMS (e) Structural design using Stadd-Pro (f) Bill of quantity and cost estimation based on applicable Schedule of Rates (SOR) (g) DPR and Master Plan considering planning horizon and city Master Plan |
| Technical detail | (a) Topographical survey of Pithoragarh town using DGPS and Total station for mapping major drains flowing in the city (for X, Y and Z coordinates) (b) Data collection including Rainfall data from Disaster Management and city data (base map) and water flow profile (water stream) of the city (c) Mapping of existing natural and major drains (Katcha, pucca/ constructed) with X-section and L-section of the drains (d) Catchment formation using GIS modelling and population projections using census data (e) Zoning of the town using natural terrain and city profile (Bajeti and Rai zones) (f) Analysis of Coefficient of Runoff (C) value of the town using different landuse of the city (and Digital Elevation Plan – DEM) to conclude flow Time (Inlet and time of concentration), and flow direction (g) Drain network design on advanced software (Bentley’s SewerGEMS) based on CPHEEO Manual and IRC codes (h) Hydraulic design of approx. 35 km major-drain network (with flex, L-section & other technical details) – drain size varies from 1X1 box to 20 m top width (trapezoidal) in case of larger drains (RCC & Rubble stone masonry material) (i) Type of drains – Box, Open channel and Trapezoidal sections (j) Network layout, L-Section and X-section of the proposed drain network (k) Structural design of each section/ size of the drain using StaddPro Software (l) Detailed estimation using Bar-bending schedule for Concrete (M-25) and Steel (m) Planning for road crossings based execution in different pockets where open excavation is not feasible and for construction methodology in hilly terrain (n) Coordination with Engineers and department staffs for finalizing design and alignment of the network based on feasibility (o) Preparation of Bill of Quantity and cost estimates (value of the project more than INR 100 cr.) using Uttarakhand Schedule of Rates (SOR latest), and where items not available, Rate-Analysis carried out using UK SOR and DSR-2018. (p) Preparation of Draft detailed project report (DPR) including BOQ, salient features, town profile; and drawings (survey, contours, plan, hydraulic design network, L-and X-sections, typical section drawing, GIS based maps etc.) (q) Preparation of Master Plan using GIS map (r) Coordination with Pithoragarh Nagar Palika and other concerned department and Head office, Irrigation Department, Uttarakhand (s) Submitted draft DPR and GIS based Master Plan (t) The horizon period for Draft Drainage Master Plan is 20 years from year 2023. |
| Scheme | State Mission |
| Government Client | Irrigation Department, Bageshwar Nagar Parishad and Garur Nagar Panchayat |
| Executing Agency | Irrigation Division, Bageshwar |
| City/ Town | Bageshwar & Garur, Uttarakhand |
| Project Description | Preparation of GIS based drainage master plan and detailed project report for Bageshwar & Garur town under Bageshwar Irrigation division |
| Component of the project |
(a) Inception Report (b) Analysis Report (c) Draft Detailed Project Report (DPR) (d) Draft Master Plan (e) Final Master Plan and Detailed Project Report (DPR) |
| Support provided by us |
Detailed engineering including: (a) Topographical survey of the town (b) Geo-technical/ soli investigation (c) GIS Mapping of town using GIS software (d) Hydraulic design using Sewer GEMS (e) Structural design using Stadd-Pro (f) Bill of quantity and cost estimation based on applicable Schedule of Rates (SOR) (g) DPR and Master Plan considering planning horizon and city Master Plan |
| Technical detail |
(a) Topographical survey of Pithoragarh town using DGPS and Total station for mapping major drains flowing in the city (for X, Y and Z coordinates) (b) Data collection including Rainfall data from Disaster Management and city data (base map) and water flow profile (water stream) of the city (c) Mapping of existing natural and major drains (Katcha, pucca/ constructed) with X-section and L-section of the drains (d) Catchment formation using GIS modelling and population projections using census data (e) Zoning of the town using natural terrain and city profile (f) Analysis of Coefficient of Runoff (C) value of the town using different landuse of the cities (and Digital Elevation Plan – DEM) to conclude flow Time (Inlet and time of concentration), and flow direction (g) Drain network design on advanced software (Bentley’s SewerGEMS) based on CPHEEO Manual and IRC codes (h) Town is spread in approx. 8.5 sq.km (Bageshwar) and 2.45 sq.km (Garur) (i) Type of drains – Box, Open channel and Trapezoidal sections (j) Network layout, L-Section and X-section of the proposed drain network (k) Structural design of each section/ size of the drain using StaddPro Software (l) Detailed estimation using Bar-bending schedule for Concrete (M-25) and Steel (m) Planning for road crossings based execution in different pockets where open excavation is not feasible and for construction methodology in hilly terrain (n) Coordination with Engineers and department staffs for finalizing design and alignment of the network based on feasibility (o) Preparation of Bill of Quantity and cost estimates using Uttarakhand Schedule of Rates (SOR latest), and where items not available, Rate-Analysis carried-out using UK SOR and DSR-2018. (p) Preparation of Draft detailed project report (DPR) including BOQ, salient features, town profile; and drawings (survey, contours, plan, hydraulic design network, L-and X-sections, typical section drawing, GIS based maps etc.) (q) Preparation of Master Plan using GIS map (r) Coordination with Nagar Parishad & Nagar Panchayat and other concerned department and Head office, Irrigation Department, Uttarakhand (s) The horizon period for Draft Drainage Master Plan is 20 years from year 2023. |
| Scheme | State Mission |
| Government Client | Irrigation Department, Kapkot Nagar Panchayat |
| Executing Agency | Irrigation Division, Kapkot |
| City/ Town | Kapkot, Uttarakhand |
| Project Description | Preparation of GIS based drainage master plan and detailed project report for Kapkot town |
| Component of the project | (a) Inception Report (b) Analysis Report (c) Draft Detailed Project Report (DPR) (d) Draft Master Plan (e) Final Master Plan and Detailed Project Report (DPR) |
| Support provided by us | Detailed engineering including: (a) Topographical survey of the town (b) Geo-technical/ soli investigation (c) GIS Mapping of town using GIS software (d) Hydraulic design using Sewer GEMS (e) Structural design using Stadd-Pro (f) Bill of quantity and cost estimation based on applicable Schedule of Rates (SOR) (g) DPR and Master Plan considering planning horizon and city Master Plan |
| Technical detail | (a) Topographical survey of Pithoragarh town using DGPS and Total station for mapping major drains flowing in the city (for X, Y and Z coordinates) (b) Data collection including Rainfall data from Disaster Management and city data (base map) and water flow profile (water stream) of the city (c) Mapping of existing natural and major drains (Katcha, pucca/ constructed) with X-section and L-section of the drains (d) Catchment formation using GIS modelling and population projections using census data (e) Zoning of the town using natural terrain and city profile (f) Analysis of Coefficient of Runoff (C) value of the town using different landuse of the cities (and Digital Elevation Plan – DEM) to conclude flow Time (Inlet and time of concentration), and flow direction (g) Drain network design on advanced software (Bentley’s SewerGEMS) based on CPHEEO Manual and IRC codes (h) Town is spread in approx. 5.5 sq.km (i) Type of drains – Box, Open channel and Trapezoidal sections (j) Network layout, L-Section and X-section of the proposed drain network (k) Structural design of each section/ size of the drain using StaddPro Software (l) Detailed estimation using Bar-bending schedule for Concrete (M-25) and Steel (m) Planning for road crossings based execution in different pockets where open excavation is not feasible and for construction methodology in hilly terrain (n) Coordination with Engineers and department staffs for finalizing design and alignment of the network based on feasibility (o) Preparation of Bill of Quantity and cost estimates using Uttarakhand Schedule of Rates (SOR latest), and where items not available, Rate-Analysis carried-out using UK SOR and DSR-2018. (p) Preparation of Draft detailed project report (DPR) including BOQ, salient features, town profile; and drawings (survey, contours, plan, hydraulic design network, L-and X-sections, typical section drawing, GIS based maps etc.) (q) Preparation of Master Plan using GIS map (r) Coordination with KapkotNagar Parishad and other concerned department and Head office, Irrigation Department, Uttarakhand (s) The horizon period for Draft Drainage Master Plan is 20 years from year 2023. |
| Government Client | UP Jal Nigam |
|---|---|
| Contractor | KKSPUN India Ltd. |
| Project description | Survey, investigation, design, supply, construction, installation, testing, &commissioning of Drainage works including all appurtenant structures and allied works as per scope of bid document in ABD area of Quaiserbagh in Lucknow, State of Uttar Pradesh India under Smart City Mission. |
| Support provided by us | Design engineering of: (a) Hydraulic design of gravity line (drainage), (b) bedding design, (c) civil & structural design of box drain, (d) condition assessment of different sections, (e) Hydraulic modeling and rainfall analysis, (f) Run-off calculation |
| Technical detail |
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