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Detailed topographical and hydrographical survey for Kangsabati, Kumari river from origin to upstream of reservoir area of dam of the said rivers complete in all respect under Burdwan Investigation and Planning Division in financial year 2026-27
Detailed topographical & hydrographical survey of various Rivers/Khals/Drainage Channels/Canals/ Dam/Reservoirs/Beelsetc using higher precision instruments like DGPS/RTK/TOTAL STATION for land survey, ADCP/ECO-SOUNDER for water body survey etcalongwith total geo-referencing (X-Y-Z) alignment and plotting on google earth/arc GIS based map for taking cross sections, Long section of Drainage Channels/Khals/Rivers (extending each cross section upto 50m from toe of country side at both side banks) w.r.t. nearest known Ground control point(G.C.P)/Great trigonometrical survey(G.T.S.) Bench Mark, including additional cross sections (both U/S & D/S) at the points of bridges, regulators, cross drain, inlets, tributaries, branch channels, drains, out channels from pump houses, important structures etc., including additional cross sections at adjacent outfall point of these Drainage Channels/Khals/Rivers into other river for 250 mtr U/S & 250m D/S of that outfall point and showing detailed topography plan of all permanent & temporarily features like roads, canal, bridges, park culvert, boundary wall, Electric post, transformer etc. as available within the area, also including preparation of survey plan showing the location of topo point of FRL/G.L/Bed level/Berm level/HFL/LWL/Free-board/Pond/depressions/road etc. with appropriate R.I. and open area/green area/total ground coverage/nature of land for mentioning in the drawing with suitable scal,true north &relavent photographs etc. as per direction & satisfaction of E.I.C. complete in all respect. The cross section interval shall be fixed as & when required as per direction of E.I.C. Raw data for mathematical modelling ( in specified format as per direction of concerned authority) of survey work will also be submitted in time to time during working day. ii)Cross-Section width 250.0m to 1000.0m and cross-section interval of 30m to 120m c/c along river/khal/drainage channel etc Kangsabati & Kumari River a) upto 5.00km
2026-2027 - ANNUAL TENDER FOR SUPPLY OF PUBLIC HEALTH - MISCELLANEOUS THALAVADAM MATERIALS
Drainage Cleaning GI Plate
REPLACEMENT OF DAMAGED BROKEN MISSING PIT COVERS TO AVOID ACCIDENTS IN WARD NO 005.
SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (i) 35 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size.Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx)
Construction of New Building of State Guest House at Annexe Circuit House Campus, Shahibaug, Ahmedabad.
BOQ-8 (External Water Supply and Drainage Work)
Decongestion of Hansua D/C (48 Km to 71 Km) Gobari D/C, Nagapur D/C, Itanga D/C, Tihudi Rahane D/C, Old Alaka D/C and Renovation of Dahanikhia D/C under Tritol, Naugaon and Balikuda Block
Clearance of weeds, Ipemia and thickly grown water Hycinths for the Drainage Channel including dumping the clearance material away from drainage channel as per direction of Engineer-in-charge
DESIGN, ENGINERING, SUPPLY, CONSTRUCTION OF ALL CIVIL AND MISCELLANEOUS WORKS FOR INFRASTRUCTURE DEVELOPMENT OF 2000 MW RVUN SOLAR PARK INCLUDING WORKS MENTIONED IN TNC-05/2026-27 AT VILLAGE BODANA, TEHSIL- BAP, DIST. - PHALODI (RAJASTHAN)
The storm water drainage shall be planned for the park to ensure no water stagnation in the plants. The drains must be constructed with brickwork/ RCC/ RR masonry as suitable for the site conditions (As per scope of work and approved drawing & design).