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PROVISION OF HARDSTANDING FOR THE MARITIME AQUATIC WATER TRAINING FACILITY AT NEW CGRA MANDAPAM UNDER GE (I) CG CHENNAI
Material and labour for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.
REPAIR TO ROAD SIDE BERMS AND HARD STANDING OF ZONE II AREA OF MCEME UNDER GE MCEME SECUNDERABAD
M&L Providing and Laying at or near ground level Factory Made Kerb Stone of M-25 Grade Cement Concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand) and including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), making drainage opening wherever required as specified and directed.
Construction of road from Maryampur Square to Coca Cola Crossing under Zone-06 Ward-85 Lajpat Nagar by HMP.
Providing and laying at or near ground level factory made Kerb stone of M-25 grade cement in position to required line, level and curvature jointed with cement mortar 1:3(1 cement:3 course sand) including making joints with or without grooves(thickness of joints except at sharp curve shall not to more then 5mm) including drainage opening wherever required complete etc.
Supplying Public Health materials for annual maintenance in ARAVAKURICHI Town Panchayat from 01-07-2026 to 31-03-2027
Drainage mamooty with handle
CONSTRUCTION OF DEFICIENT LIVING IN CPL AND BELOW BILLETS AT SITE R AT AF STN THANE
Lump sum price worked out for Area Drainage as listed in Sch `A’ Part VII
Execution of work of AMC of Railway Siding Track under the guidance and supervision of RITES P Way Expert for Routine and Special Maintenance of Track at NUPPL Ghatampur Kanpur Uttar Pradesh
Deep screening of track in terms of Para-238 of Indian Railways Permanent Way Manual in other than PSC sleepers of any density and screening of complete ballast section. It includes opening of ballast, digging down to specified depth below bottom of sleeper to provide formation slope of 1:40 towards drain or any prescribed direction, taking out caked ballast, muck etc. from entire ballast section, putting back clean ballast as per required ballast profile, throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are upto 3m deep or alternatively carting it upto 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess, if required for effective drainage upto a distance of 3.5m from centre line of track on both sides and including one round of kutcha packing with screened ballast including attending to track parameter to make track fit for 20 kmph speed. Necessary wooden blocks shall be brought by the contractor. {Note : Cess cutting beyond 3.5m from centre line of track shall be paid extra as per relevant item for earthwork} Depth of 300 mm below bottom of sleeper