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665 results • Best match
Construction of Pankalanalla Check Dam (RG020040) in Chandrapur Block of Rayagada District under MATY 3.0 for the Year 2026-27
Providing and removing rigid and smooth centering and shuttering for CC/reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials, supplying all labour and T&P required for the work etc. complete in all respect as directed by Engineer-In-Charge.
Providing CC Road and CC Drain both sidesfrom Ganapathi Nilayam D.No. 72-14-3/4, Baba Nagar in division No. 1 in RMC.
Providing Plain Cement concrete (1:4:8) (Cement: fine aggregate: coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, on all materials including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15cm layers finishing top surface to the required level curing etc. complete for finished item of work (APSS No. 402).
Construction of H.L. Bridge over Lunia Nallah on Nadiali RD road to Talapadhi RD road in the District of Balasore under SBY for 2026-27.
Providing Rough stone dry packing / pitching in slope, protection walls, approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying conveying and cost conveyance taxes royalty of all materials including complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level as per direction of the Engineer – in – charge including dewatering if required.
CONSTRUCTION OF STORE ROOM FOR INSTRUMENTATION EQUIPMENTS AT VMC.
specification for Road and Bridge works. For building works specifications for
BUILDING WORK (CIVIL, EI AND PH)
Construction of 1no production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories 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 Drilling of 200mm dia bore 00 mtr to 30mtr
Construction of KGBV Hostel Type-III at Kuliabandha Higher Secondary School, Kuliabandha for the year 2025-26 (Building)
EXTERNAL PH WORKSinking of 200mmx150mm dia Bore Well through DTH method.- 1No. 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. Drilling of 200mm dia bore 0 to 30.00mtr
