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668 results • Best match
Strengthening of Additional Infrastructure facilities to Existing KGBV Building at Mudigonda (V and M) in Khammam District (Under NABARD RIDF XXIX)
Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under 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, river sand , coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING
Redevelopment Lord Gupteswar Temple in Boipariguda Block of Koraput District.
Construction of 1nos 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
Water Supply Arrangement at Narengi Kenduguri Buddha (Vihar) Mandir and Adjacent area PWSS under Guwahati Division No.l under SOPD-G for the year 2025-26
8.3.1. Drilling with drill bit in overburden portion of soil formation including collection of soil sample at every 3.0 m depth wherever there is a change of strata in sample boxes with distinguishing marks upto the depth of rock formation and withdrawing the drill bit for lowering casing as directed with 245mm to 300 mmm dia drill bit
Strengthening of Additional Infrastructure Facilities to Existing KGBV at Palakurthy (V and M) in Peddapalli District (Under NABARD RIDF XXIX)
Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) and 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, all charges for machine mixing, laying concrete in foundations and finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING
Strengthening of Additional infrastructure Facilities for Existing KGBV at Kothakota (V) (M) in Wanaparthy District. (Under NABARD XXIX)
Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under 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, river sand , coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING
Civil Works including all related and incidental work in Connection with Civil and Structural works of Polypropylene Project of M/s. Bharat Petroleum Corporation Limited (BPCL), Kochi, Kerala
Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete)
