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Construction of surveillance cum OP Shelter G2 in AOR of BOP Nadeshwari 24 21 01N 71 02 36E of 194 Bn BSF under SHQ BSF Gandhinagar
providing and fixing of 1 seater portable tiolet 910mmX1075mmX2060mm with inbuilt water storage tank and dispose of sewerage facility,all comllete as per direction of Engineer-In-charge.
SPL REPAIR TO BLDG NO P-46 AND P-47 MES COLONY AT TIMARPUR UNDER GE (NORTH) DELHI CANTT-10
S&F for factory made uPVC white/colour window with Glazed panel with Glass including provision for window AC in frame work and upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) comprising of uPVC multichambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. (Glass or wiremesh shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made complete all as specified and directed.
Balance work for excavation, cement concrete lining, Structures and black topping of service road of Baitarani Left Bank Canal (BLBC) from RD.0.00 Km to 28.50 Km.
Providing and fixing 160mm dia 6 kg/Sqm perforated PVC pipe of required length in longitudinal/traverse drain in proper alignment and joining with araldite to facilitate proper drainage of water including cost, carriage,cess and taxes of all materials and labour including all leads, lifts & delifts etc. complete and as per the drawing, specification and direction of Engineer-in-Charge.
Road
Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
Road
Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.
Road
Providing and constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002.