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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc., as required and as directed by Engineer-in-charge. |
| 2 | Dismantling roofing including ridges, hips, valleys and gutters of Asbestos Cement sheet etc., stacking the material within 50 m lead as required and as directed by Engineer-in-charge-charge, complete. |
| 3 | Demolishing brick work in cement mortar manually/by mechanical means including stacking of serviceable materials and disposal of unserviceable material within 50 metres lead etc., as directed by Engineer-in-charge-charge, complete. |
| 4 | Dismantling steel work in single sections such as channels, angles, tees and flats etc., including dismembering and stacking within 50 metres lead as directed by the Engineer-in-charge etc., complete. |
| 5 | Taking out doors, windows and clerestory window shutters (steel or wood) of area 3 sq. metres and below etc., including stacking within 50 metres lead as required and as directed by Engineer-in-charge complete. |
| 6 | Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work with cement mortar 1:6 (1 cement : 6 coarse sand) above plinth level upto floor V level including making horizontal and vertical grooves 10 mm wide 12 mm deep complete etc., as required and as directed by Engineer-in-charge-charge, complete. All labour and materials. |
| 7 | Cement Plaster (in fine Sand) 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 8 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc., as required and as directed by Engineer-in-charge-charge,complete |
| 9 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 10 | Finishing walls with Premium Acrylic smooth exteriorsilicone additives of required shade to new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90/L/ 10 sq.m etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 11 | Wall painting two coats with premium acrylic emulsion paint of interior grade having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture including applying additional coats wherever required to achieve even shade and colour etc., as required and as directed by Engineer-in-charhge, complete. All labour and materials. |
| 12 | Painting with synthetic enamel paint one or more coats on old work of approved brand and manufacture to give an even shade etc., as required and as directed by Engineer-in-charge, complete. All labour and materials. |
| 13 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. All labour and materials. |
| 14 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5mm PVC frame strip with PVC solvent cement on the back of the profile.The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge complete. All labour and materials. |
| 15 | Providing and fixing to existing door frames 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm,having over all thickness of 20 mm and 1 mm (± 0.1 mm)wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S.rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. All labour and materials. |
| 16 | Fixing of Pre-painted Galvalume Trapezodial Profile Roofing sheets with 0.50mm thickness,coating: Alu-Zinc coating AZ150 GSM. Tensile Strength:550 Mpa. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top):18 to 20 Microns,(Bottom) 5 to 7 Microns.Sheet width:1.020,length: Maximum 12 meters with Regular range colours or as desired by engineer-in-charge.the sheet shall be fixed using self-driving / self-tapping screws of size (5.5 X 55 mm) with EPDM seal,complete upto any pitch in horizontal / vertical or curved surfaces, excluding the cost of sheet , purlins,rafters and trusses & including cutting to size and shape wherever required. |
| 17 | Providing and fixing white vitreous china pedestal type water closet (European type) with ISI marked white solid plastic seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required etc., as directed by the Engineer-in-charge. All labour and materials. |
| 18 | Providing and fixing white vitreous china surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI marked with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required as directed by the Engineer-in-charge etc., All labour and materials. |
| 19 | Supplying and fixing Vitreous white flat back half stall urinal (450x350x300mm size) conforming to I.S 2556 (Pt.VI Sec.2) of approved make 450 x 350 x 300 mm size including C.P Brass spreader with unions and clamps, C.P Brass bottle trap, C.P Brass waste fittings fixing wooden plugs and screws cutting and making good the walls etc., as directed by the Engineer-in-charge, complete. All labour and materials. |
| 20 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 25 mm nominal dia pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete, concealed work, including cutting chases and making good the walls etc.as per direction of Engineer in Charge complete etc., All labour and materials. |
| 21 | Transportation of debris and excavated earth up to a lead of 12 Km etc., including stacking, loading and unloading leads and lifts and levelling the unloaded materials at the place of unloading etc,.as directed by the EIC complete. |
| 22 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) complete. All labour and materials. |
| 23 | Supply of Hydraulic Excavator (3D) with driver and fuel etc., as required and as directed by Engineer-in-charge, complete. |
| 24 | Supply and Hire charges of Diesel Truck - 9 tonne (with POL) etc., as required and as directed by Engineer-in-charge complete. |
| 25 | Supply of Man Mazdoor / Women Mazdoor / Watchmen, Gangmen / Mazdoor (unskilled) to work in any site conditions etc., as required and as directed by the EIC complete.All labour and materials. |
