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2,058 results • Best match
Construction of Begnaghai MIP (D/W- Piano Key Type) across Brijori Nallah near village Brahmanigaon in Keonjhar of Keonjhar District under WSIDP for the year 2026-27
Excavation of any approved type of soil from borrow area by mechanical means loading into and transportation by transporting vehicles and unloading the soil with all leads, lifts and delifts on properly prepared and scientifically approved surface of dam and cut-off trench including dewatering whenever necessary and spreading and leveling the earth in layers of 15cm thick including re-handling of soils if required removal of all undesirable materials including all organic materials and breaking the clods to maximum 5cm to 7cm size and making ready for watering and rolling with light HRR up to all height of dam or dyke from the stripped surface above down stream filter blanket or cut-off trench as the case may be as per the design, drawing, specification including all leads, lifts, de-lifts & cost of materials, all taxes, royalties, with mobilization and demobilization, supplying , maintenance of all machineries and equipments, with all materials, royalty labour and T & P required for the item including stripping of borrow area, construction, maintenance, watering and lighting of haul and approach roads from borrow area to work site, cost and construction of coffer dam inclusive of supervision charges including illumination of work site when ever required till completion of work in all respect as per the direction of the Engineer-in-charge. (Measurement of the fill to be taken on the finished, compacted, approved level section.)
Construction of 2 nos E type Quarter building for Paramedical staff at Loisingh PHC of Lakhanpur block in the District of Jharsuguda.
Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class KB brick work in CM (1:6) for the remaining height at top, 12mm thick Cement Plaster (1:4) inside and outside over masonry brick work, gravel packing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C. Soak way Pit (1.20 m dia x 2.00m Deep)
Construction of E-type Staff Quarter with Principals Residence (Gplus2) at Government ITI Bhanjanagar in the District of Ganjam for the year 2024-25
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.
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.
Construction of Tahasil Office building at Khallikote in the district of Ganjam
Sinking of (200 x150)mm dia bore well - 1 No by DTH method. Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below first 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 Drilling of 200mm dia bore 00 mtr to 45mtr
Extension of Tahsil Office Building at Buguda in the district of Ganjam
Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below first 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