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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift,as directed by Engineer-in-Charge. |
| 2 | All kinds of soil |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 4 | All kinds of soil. |
| 5 | Felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks and branches, removing the roots and stacking of servicable material and disposal of unservicable material. |
| 6 | Beyond 120cm girth upto and including 240cm girth |
| 7 | Above 240cm girth |
| 8 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, and compaction with wooden or steel rammers and dressing up in embankments for roads, floods banks, marginal blanks and guide banks etc lead upto 50m and lift upto 1.5 |
| 9 | Supplying and fixing Non-woven Geo textile having thickness of 400 GSM , having minimum taer strength of 1550 plus as per ASTMD624q having elongation t break % of 57 plus as per ASTMD4595 in two layers, made out of long fibre to hold the modulus and protect liner including cutting,sizing,head welding and needle punched for high porosity and proper percolation complete. |
| 10 | Supplying and fixing HDPE liner of approved brand 1.0 mm thick for the collection of water including heat welding on site and off site as per the requirement and direction of engineer-in-charge. |
| 11 | Carriage of earrth by means of mechanical transport including loading and unloading within an average lead of 1.00 km as per the direction of Engineer-in-charge. |
| 12 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 13 | All kinds of soil. |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 15 | 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 16 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 40 mm nominal size). |
| 17 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 18 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 19 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 20 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth. |
| 21 | 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 : |
| 22 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 23 | 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 : |
| 24 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 25 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 27 | Foundations, footings, bases of columns, etc. for mass concrete |
| 28 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 29 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 31 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 33 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 34 | 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 pf 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 speeds. |
| 35 | Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. i) Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 meter) |
| 36 | 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. |
| 37 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover. |
| 38 | 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. |
| 39 | Electric resistance or induction butt welded tubes. |
| 40 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 42 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 43 | 40 mm thick with 20 mm nominal size stone aggregate |
| 44 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 45 | 18mm thick |
| 46 | 12 mm cement plaster of mix : |
| 47 | 1:4 (1 cement: 4 fine sand) |
| 48 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. |
| 49 | New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 50 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 51 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 52 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: |
| 53 | Two or more coats on new work. |
| 54 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 55 | With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm) |
| 56 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. |
| 57 | Frame size 65 x 100 mm |
| 58 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 59 | 35 mm thick |
| 60 | 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 equalavent (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 side 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 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping aluminium screws (Xylan) of size (5.5x 55 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. |
| 61 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets accessories 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 side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. |
| 62 | Ridges plain (500 - 600mm) |
| 63 | Providing and laying hollow cement concrete block walling consisting of hollow block of size 400x200x200mm of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 10 mm nominal size) laid in cement mortar 1:6 (1 cement 6 coarse sand) upto floor level. |
| 64 | Providing and fixing eaves or facia baord with 19mm thick WPC board 30 cm wide including fixing with GI nut and bolts etc. complete. |
| 65 | 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 |
| 66 | 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. |
| 67 | G.I. pipes |
| 68 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 69 | Two or more coats on new work |
| 70 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 71 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 72 | Supplying, Installation, testing and commissioning of diesel driven pump set consisting of Kirloskar enginer 72 HP model 4R 1040T, 1500 RPM vertical four cylinger water colled, four stroke cycle compression ignition diesel enginer or its equivalent in reputed manufacturer coupled with Kirloskar horizontal axially split casign model DSM 100/36 or tis equivalent having suction and delivery of 100mm x 100 mm dia pumping to total head of 100 mtr. or discharge of rate 52 ltr. with second with CI impeller i/c electrical starting panel water guage, base frame moulded type, radiator, heavier duty battery 12 volts 180 amp with leads and cable NOEMEX foot valve suitable dia, diesel tank of 100 Ltrs with stand and pipes, coupling arrangement exhaust pipe, non return valve in delivery line and coupling Flange set of both ends required dia etc. as required with all accessories as per the direction in-charge. Please Enable Macros to View BoQ information |
