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DEMOLITION AND CONSTRUCTION OF BLAST PENS WITH ALLIED WORKS AT AF STN BHUJ
Lump sum price worked out for AREA DRAINAGE as listed in Sch 'A' Part VIII
REPAIR TO DRAIN PATH CULVERT AND CERTAIN B/R WORKS AT HATTIGOR MIL STN UNDER GE RANGIA
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 including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge.
REPAIR TO ALUMINIUM WORK AND ROOF TREATMENT INCL REPAIR TO CHAJJAS AND OTHER MISC WORK IN ZONE-III AND ZONE IV UNDER GE (WEST) BAREILLY.
S&F PVC(SWR) 110mm dia soil waste and rainwater drainage pipes single socketed in any length with rubber ring joint fixed to wall complete all as specified and directed
Redevelopment of CC Roads and SW Drains in Kirti Nagar Industrial Area.
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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Annual Repair of Govt Residential Building Under Sec. Madwas, Sub. Dn. Sidhi, Distt. Sidhi, PWD Building SOR w.e.f 01-01-24
Providing and fixing factory made UPVC white colour sliding glazed window upto 1.50 m in height dimension 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. Profileof 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, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: - For UPVC frame, sash and mullion extruede 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. 9.197.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm).
Repair / Replacement of sewage line, manholes, drain, path and connected works in MD Accn of Shekhawati line, NPG line and Hazipir line of AGE B/R-I under GE (West) Delhi Cantt-10.
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, demolition of kerb stone, concrete etc. and removal of debris beyond MOD lands. Complete all as specified and as directed by Engr in Charge.