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Construction of Model Mandi at Shree Jagannath FSCS Brahmanijharilo, Cuttack
Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only Labour for drilling of 200mm dia & 150mm dia bore from '0' mtr. to '100' mtr.
BUILDING WORK
Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only
BUILDING WORK
Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only
Improvement to Right main canal from RD. 975 m. of Aradei MIP in Sadar Block of Keonjhar under ERM Scheme for the year 2026-2027
Filling foundation and plinth with sand including watering and rammeb in layers of 23.5 cm thick etc complete and including cost, conveyance, royalty and taxes of all materials and supply of all labour, T&P required for the work etc. complete in all respect as directed by, dewatering if required for the work the Engineer-in-charge.
Improvement to Narasinghpur Branch Canal from RD. 00m to RD. 1402 m. of Hirakhani MIP in Sadar Block of Keonjhar District under ERM Scheme for the year 2026-2027
Filling foundation and plinth with sand including watering and rammeb in layers of 23.5 cm thick etc complete and including cost, conveyance, royalty and taxes of all materials and supply of all labour, T&P required for the work etc. complete in all respect as directed by, dewatering if required for the work the Engineer-in-charge.
Construction of Canal Lining from RD. 00 m. to RD. 870 m. of Gopinathpur Branch Canal and from RD. 470 m. to RD. 1148 m. of Raisuan Branch Canal of Sanamachhakandana MIP (Total length 1548 m.) in Sadar Block of Keonjhar District under MIPSP for the
Filling foundation and plinth with sand including watering and rammeb in layers of 23.5 cm thick etc complete and including cost, conveyance, royalty and taxes of all materials and supply of all labour, T&P required for the work etc. complete in all respect as directed by, dewatering if required for the work the Engineer-in-charge.