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Erection and removal of summer pendals & pendals for all functions / festivals (Including Brahmotsavams) to SLVS Temple at Devuni Kadapa, Kadapa District for the year 2026-27
Hire charges for providing Rain proof shelters of different spans with clear height of 16' at the ends and suitable height at centre with central unsupported span of ranging 60' to 80'. The shelter shall be provided with adequate MS girders, MS trusses, MS purlins, bracings, tie rods, anchorages, bolts & nuts etc., suitably designed with necessary anchors to the ground to withstand heavy wind and rain. The shelter shall be firmly tied with cross anchors at all required places using MS strands etc., using necessary bolts, nuts, etc., The entire roof shall be covered suitably with GI sheet/Aluminium sheets/Galvalume sheets firmly fixed to the purlins etc., with necessary bolts/screws, washers etc., so as to have perfect rain proof roof. Covering shall be made such that the shelter shall be totally rain proof during heavy rains and the rain water shall be properly drained. (This rate is applicable when structure is provided using roof trusses.) Necessary rain water collection facility and drainage arrangement shall be made. The rate quoted is including conveyance of all materials and labour charges for fixing etc., complete . The rate is for below mentioned calendar days. * The relevant conditions of the foot note mentioned at the end of these items/chapter applies.
REPAIR/ MAINT TO CERTAIN PATH, HARDSTANDING AND ROADS FURNITURE AT KALKA UNDER GE (I) JUTOGH
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 directed.
Churchgate - Electrical (Power) work in connection with building repair & refurbishment of Passenger Marketing section & UTS passage at 3rd floor.
Supply and fixing of drainage CPVC pipe line of plumbing grade conforming to Standard - IS 15778, Class-SDR 11, ISI marked, with threaded type accessories. Nominal bore size - 22 25 mm, thickness - 2.6 mm minimum with tolerance 0.51 mm or Nominal bore size - 40 mm, thickness - 3.8 mm minimum with tolerance 0.51 mm. Size of the pipe shall be decided by the SSE as per site requirement. PVC pipe line shall be fixed by PVC/G I saddling with proper slope so as to drain out the condensate water easily. Drainage pipe line should be terminated at the nearest drain. The work shall be done with proper workmanship. (Qty Unit - RM = (Running Meter)
SPECIAL REPAIR TO CERTAIN INTERNAL ROAD IN INF LINE AND BG LINE AND ROAD FROM YODHA CHOWK TO FIRING RANGE AND OFFICERS COMPLEX IN FRONT OF BLDG NO P-371, P-42 AND P-178 (APPROX 780 MTR) AT INF LINE JAMNAGAR MIL STN
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 including necessary formwork complete all as specified and directed.
PROVN OF GD ROOM WITH TOILET AND STORE ROOM AND PROVN OF NIGHT PICKET GUARD ROOM WITH TOILET AND BATHROOM AND ALL CONNECTED SERVICES AT MIL STN JAMMU UNDER GE SATWARI
Lump sum price worked out by the Contractor for “Area Drainage” as listed in Schedule ‘A’ Part-IX
CONSTRUCTION OF OF TYPE C NON MIL ECHS POLYCLINIC BUILDING AT KOTTAYAM UNDER GE ARMY TRIVANDRUM
Lumpsum price worked out by the tenderer for AREA DRAINAGE as listed in Schedule 'A' Part-VIII