Gurugram Metropolitan Development Authority Tender

Desilting of existing sewer lines with mechanical device i.e. super sucker machine of 270 HP to 400 HP engine driven and installing the plugging in manholes for temporary diversion and taking out rubbish debris, silt etc. All internal debris be removed from the existing sewer line and cleaned with high velocity jet cleaners of 200 PSI pressure according to NASSCO recommended specifications and disposal of the malba/ debris at site as directed by the Engineering In - Charge. Traffic control arrangements and proper lighting at night, barricading, display of sign boards, Removal of all hindrances/ obstructions unforeseen items all to the satisfaction of Engineer - In - Charge of the work. 1800mm i/d pipe line (From Subhash Chowk to Village Tikri More)

Desilting of existing sewer lines with mechanical device i.e. super sucker machine of 270 HP to 400 HP engine driven and installing the plugging in manholes for temporary diversion and taking out rubbish debris, silt etc. All internal debris be removed from the existing sewer line and cleaned with high velocity jet cleaners of 200 PSI pressure according to NASSCO recommended specifications and disposal of the malba/ debris at site as directed by the Engineering In - Charge. Traffic control arrangements and proper lighting at night, barricading, display of sign boards, Removal of all hindrances/ obstructions unforeseen items all to the satisfaction of Engineer - In - Charge of the work. 2400mm i/d pipe line (Crossing of Sohna Road)

Providing and laying of welded M.S pipe manufactureed with M.S. sheet of Jindal / TATA / SAIL/ Welspun / SKS/PSL (P) Ltd and MAAN industries as per IS 2062, IS:3589-2001 including bitumenious paint on outer side with thickness 120micron on inner side and anti corrosive epoxy paint on inner side as per relevant specification and IS code including welding and Laying the pipe through trenchless technology by pipe jacking to cross the carriage way including maintain level with the help of laiser guided equipment, excavation of thrust and receiving pit, side shoring, filling back, compaction, disposal of surplus earth including generator, JCB, cranes, pipe jacking machine etc. all material and labours as per requirement, direction of Engineer-in-Charge and complete in all respect including the cost of Ground Penetration Radar Survey including cost of stringing pipes jointing and cutting complete in all respect to the entire satisfaction of the Engineer -in -Charge. 600mm i/d M.S. pipe (10mm sheet thickness)

Providing and installing of Cured -in - Placed - Pipe liner (CIPP Liner) existing sewer pipe line and the design vetted from IIT Delhi / NIT Kurukshetra / WRC London based on the report of CCTV regarding the deteriorated condition of existing sewer line. The temporary diversion should be provided through the required submersible pumps and Gen set etc. with including the laying rising main from upstream side of working length for smooth flow/bye pass of sewerage system to avoid the flooding in adjoining area. The CIPP liner should be made with Felt (Tube) of required size and Resin and other specified chemical and material including the machinery and equipments such as Leaflet Hose, Conveyor System, Diesel Operated Water Boiler with injection and suction pumps, Inversion Tower, Hydra, JCB, Support Vehicle, Gen Set of 62 KVA, Air Compressor, Vacuum Machine, Pneumatic Mechanical Mixer with ice buckets, Water Tanker, THF and PU Sheet, Submersible pump, and other safety equipments required at site and skilled / fully trained labour / staff as required for the process of CIPP lining. The CIPP lining should be in proper gradient / slope and including the testing of line after CIPP lining complete in all respect to the entire satisfaction of Engineer -In - Charge. 1800mm i/d pipe line (minimum thickness 43mm or as per design whichever is on higher side vetted from IIT Delhi /NIT Kurukshetra / WRC London)

Providing and installing of Cured -in - Placed - Pipe liner (CIPP Liner) existing sewer pipe line and the design vetted from IIT Delhi / NIT Kurukshetra / WRC London based on the report of CCTV regarding the deteriorated condition of existing sewer line. The temporary diversion should be provided through the required submersible pumps and Gen set etc. with including the laying rising main from upstream side of working length for smooth flow/bye pass of sewerage system to avoid the flooding in adjoining area. The CIPP liner should be made with Felt (Tube) of required size and Resin and other specified chemical and material including the machinery and equipments such as Leaflet Hose, Conveyor System, Diesel Operated Water Boiler with injection and suction pumps, Inversion Tower, Hydra, JCB, Support Vehicle, Gen Set of 62 KVA, Air Compressor, Vacuum Machine, Pneumatic Mechanical Mixer with ice buckets, Water Tanker, THF and PU Sheet, Submersible pump, and other safety equipments required at site and skilled / fully trained labour / staff as required for the process of CIPP lining. The CIPP lining should be in proper gradient / slope and including the testing of line after CIPP lining complete in all respect to the entire satisfaction of Engineer -In - Charge. 2400mm i/d pipe line (minimum thickness 55mm or as per design whichever is on higher side vetted from IIT Delhi /NIT Kurukshetra / WRC London)

Providing and installing of Cured -in - Placed - Pipe liner (CIPP Liner) existing sewer pipe line and the design vetted from IIT Delhi / NIT Kurukshetra / WRC London based on the report of CCTV regarding the deteriorated condition of existing sewer line. The temporary diversion should be provided through the required submersible pumps and Gen set etc. with including the laying rising main from upstream side of working length for smooth flow/bye pass of sewerage system to avoid the flooding in adjoining area. The CIPP liner should be made with Felt (Tube) of required size and Resin and other specified chemical and material including the machinery and equipments such as Leaflet Hose, Conveyor System, Diesel Operated Water Boiler with injection and suction pumps, Inversion Tower, Hydra, JCB, Support Vehicle, Gen Set of 62 KVA, Air Compressor, Vacuum Machine, Pneumatic Mechanical Mixer with ice buckets, Water Tanker, THF and PU Sheet, Submersible pump, and other safety equipments required at site and skilled / fully trained labour / staff as required for the process of CIPP lining. The CIPP lining should be in proper gradient / slope and including the testing of line after CIPP lining complete in all respect to the entire satisfaction of Engineer -In - Charge. 600mm i/d pipe line (minimum thickness 15mm or as per design whichever is on higher side vetted from IIT Delhi /NIT Kurukshetra / WRC London)