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REPAIR TO FENCING INTERLOCK TILE AND GATE REPAIR OF DOMESTIC AREA AT AFS PATHANKOT
Material 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 includinguding making joints with or without groovesv (thickness of joints except at sharp curve shall not to more than 5 mm), includinguding making drainage opening wherever required complete all as specified and as directed by Engineer-in-Charge.
CONSTRUCTION OF BT ROAD FROM KHUDIYALA TO CHIDWAI VIA SATIJI KA THAN SORLI DHANIYA SHERGARH JODHPUR
Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in- charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete each pillar to be painted with with a unique identification no and directional information as per MoRTH specifications cl. 109.
PROVISION OF TEMPORARY WINDOW SHADE AND ALLIED WORKS AT OTM BLDG MUMBAI AND PROVISION OF ALLIED WORK INSIDE SO WORKS CABINE AT RHQ (W) BY MES
Supply and fixing in repairs factory made uPVC any colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) 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 or Minimum dimenstions as per manufacture standared frames /Sash bar. (Area of window above 1.75 sqm) comprising of uPVC multi chambered 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.
RESTORATION OF WATER SUPPLY PIPELINE BY REPAIRING OF LEAKS AND OTHER ANCILLARY WORKS AT MADURDAH,ANANDAPUR AND ITS SURROUNDING AREA IN WARD NO-108, BR-XII
SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC.8.Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (ii) 25 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Cover: 680 mm X 90 mm Frame: 800 mm X 16.5 mm opening: 500mm Weight: 196 kg (approx)
CA NO GE(N)AMB-35/2026-27 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORK IN OTM ACCN -I,II AND III OF AGE BR-II UNDER GE (NORTH) AMBALA CANTT
Supply 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 complete all as specified and as directed.
CA NO GE(N)AMB-36/2026-27 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORK IN JCOS/ORS MD AND OTHER AREA OF AGE BR-II UNDER GE (NORTH) AMBALA CANTT
Supply 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 complete all as specified and as directed.