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Development works at Industrial area Bassi (Ext.), Jaipur
Desilting or cleaning of existing effluent or storm water carrying drainage system (all types of section of drains) of Industrial area Bassi, Jaipur. The scope of work includes cleaning of drains, approaches and cross drainage works up to bed level of the drain or culvert or CD work complete in all respect to ensure the uninterrupted flow in the drainage system of Industrial Area throughout the year. The work also includes the proper disposal of Sludge or Silt or Garbage etc. and transportation of the same with all due care to a suitable ultimate disposal to a designated place or outside the Industrial area with all lead and lift, as per the direction of Engineer-in-charge. The adjoining sides of the drain should be properly cleaned and dressed after removal of the Sludge or Silt or Garbage etc. Rate to be quoted inclusive of all Taxes.
PROVN OF 02XSTP AT JNE COMPLEX AND 01 NO STP AT OTHER LOCATION UNDER GE (N) UDHAMPUR
Supply, laying, jointing, testing, commissioning of HDPE Double wall corrugated pipe (SN-8) of dia 150mm for non pressure underground drainage and sewerage with smooth internal & corrugated external surface confirming to IS 16098:Part-2 2013 with spigot or plain end with necessary jointing of DWC HDPE pipes, clean and prepare the pipe ends, then use either a push fit method with a rubber ring and coupler or a specialized jointing jack to connect them (as per manufacturer instruction) complete all as specified and directed.
ID and BG Hospital Beliaghata Emergent replacement of PVC water tank with interior old damaged plumbing network and cleaning of inspection pit waste and soil line with roof shed repairing work including other allied civil works inside the campus etc.
Supplying & laying Double Wall Corrugated (with external annular corrugation and smooth internal walls) High Density Polyethelene Pipes conforming to IS 16098 (Part-II):2013 having Stiffness Class of SN 8 with Ring Stiffness not less than 8.00 KN/Sqm. and Impact Resistance TIR value not more than 10% including necessary jointing materials for nonpressure underground Drainage, Sewerage & Cross drainage application.(i) 150mm internal dia.
PROVN OF GUARD ROOM WITH TOILET FACILITY AND PERIMETER FENCING AT MAIN GATE OF 102 ENGR REGT UNDER GE BHOPAL
S & F 200mm (DWCPE Pipe) class SN-8 structural Wall polyetylene ( Pipe with online coupler and elastomeric rubber ring ) with hollow annular smooth outer surface and a smooth inner surface ( double wall plain ) for non pressure unerground drainage and sewage application Type B Nomial size ( Dn /ID ) made of polyethylene ( PE ) materia;l confirming to ISI 6098 ( Part II : 2013 and to be transported handled installed and joied asper Annex A Of ISI 6098 ( part II :2013 complete all as specified and directed.
A/R and M/O of various roads under Division South East Road2 (SH Repair and Restoration of central verge including replacement of damaged kerb stones and providing cement concrete on Savitri CinemaRoad under Sub Division SER-2/24 during 2026-27)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
One time clearance of water hyacinth, jungles and deposition in canal bed from- i) Naiyapara Khal, ii) Lalpole Khal, iii) Manjita Khal, iv) Newtown Khal, v) Uttar Hazipur Khal within Diamond Harbour Municipality.
Earthwork in re-excavation / silt clearance in drainage channel in all kinds of soil including sludge, slush mixed with all sorts of industrial wastes and municipal garbages, polypacks, carcasses, small khatal effluents, night soil etc. by mathor labour as may be necessary and depositing the same in places as directed by the Engineer-in-charge , in such a manner, without causing much hindrance to traffic and posing health hazard and making arrangement to maintain the site in workable condition and rough dressing when dry including making arrangement of bailing out of any seepage water and removal of sand or soil blown from underneath, removal of khatal, temporary latrines, clearing and removing all kinds of semi compact masses formed by water hyacinth, jungles up to 30 cm girth, and burning them to ashes or removing outside Government land in conformity with the Municipal rules, including shoring shuttering as required, nicking out lines etc. (Measurement : Pre-work and Post-work level section. Pre- work sectionto be taken after removal of water hyacinth and all other floating materials etc.) (a) By manual means within an initial lead of 30 M and an initial lift of 1.50 M