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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 4 | All kinds of soil. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. |
| 6 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 7 | All kinds of soil |
| 8 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level : |
| 14 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 15 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 16 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 18 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete |
| 22 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 23 | Suspended floors, roofs, landings, balconies and access platform |
| 24 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | Extra for shuttering in circular work (20% of respective centering and shuttering items) |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 31 | 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 lnline 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. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speedsCasement window single panel with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles. |
| 32 | Using R2 series with frame (39 mm & above) x (39 mm & above) & sash (39 mm & above) x (60 mm & above). (Height upto 1.2 metre) |
| 33 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 34 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 35 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 36 | Providing and fixing ball bearing for rolling shutters. |
| 37 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 38 | Electric resistance or induction butt welded tubes |
| 39 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 40 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 41 | G.I. pipes |
| 42 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 43 | 12 mm cement plaster of mix: |
| 44 | 1:4(1 cement: 4 fine sand) |
| 45 | 1:6(1 cement: 6 fine sand) |
| 46 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 47 | 1:3(1 cement: 3 fine sand) |
| 48 | Finishing walls with water proofing cement paint of required shade: |
| 49 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 50 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 51 | Two or more coats on new work |
| 52 | Wall painting with acrylic emulsion paint, 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. |
| 53 | Two coats |
| 54 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 55 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work |
| 56 | PN - 10 Pipe, 75 mm OD (SDR-11) |
| 57 | Providing and fixing PPR Unions |
| 58 | PPR Union 75mm |
| 59 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 60 | 80 mm dia nominal bore |
| 61 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 62 | 80 mm nominal bore |
| 63 | Providing and fixing gun metal non- return valve of approved quality (screwed end) :80 mm nominal bore |
| 64 | Horizontal |
| 65 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 66 | 80 mm nominal bore |
| 67 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand TATA Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd., or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping aluminium screws (Xylan) of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 68 | Providing and fixing pre-painted galvalume (PPGL) steel sheets AZ-150 of brand TATA Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd., or equivalent, 0.50 mm (+0.05%) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and shall be fixed using self drilling/self tapping aluminium screws complete as per the direction of the Engineer-in-charge. |
| 69 | Ridges plain (500-600 mm) |
| 70 | Supplying, installing, testing and commissioning of Kirloskar make DM 28, 26 HP, 1500 RPM, double cylinder self start, water cooled diesel engine or equivalent coupled with Kirloskar make, 26 SR7 model pump of equivalent with CI construction having suction and delivery 80 mm x 65 mm with all accessories including common base plate, coupling, coupling guard, foundation bolts, coupling flanges, attached fuel tank, suitable foot valve and all other accessories as required and as directed by the Engineer-in-charge. |
| 71 | Supplying and filling of materials in layer to be used as filter media as per the direction of Engineer-in-charge. |
| 72 | Stone aggregate 10 mm to 40 mm |
| 73 | Providing and laying Hollow cement concrete block walling 200 mm thick consisting hollow blocks of size 400x200x200 mm of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 10 mm nominal and down size) laid in cement mortar 1:6 (1 Cement:6 coarse sand). |
| 74 | Providing and fixing PVC pipe for weep hole in walls etc. as per the direction of Engineer-in-charge. |
| 75 | 75 mm dia Please Enable Macros to View BoQ information |
