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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth 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. |
| 2 | All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 raded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | 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. |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 8 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | 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 : |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 11 | 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 : |
| 12 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete |
| 16 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Suspended floors, roofs, landings, balconies and access platform |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | 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 m and lift upto 1.5 m. |
| 21 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 22 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 23 | 12 mm cement plaster of mix : |
| 24 | 1:4 (1 cement: 4 fine sand) |
| 25 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 26 | 1:4 (1 cement: 4 fine sand) |
| 27 | 6 mm cement plaster of mix : |
| 28 | 1:3 (1 cement : 3 fine sand) |
| 29 | 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. |
| 30 | 40 mm thick with 20 mm nominal size stone aggregate |
| 31 | White washing with lime to give an even shade : |
| 32 | New work (three or more coats) |
| 33 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : |
| 34 | Two or more coats on new work |
| 35 | Finishing walls with water proofing cement paint of required shade : |
| 36 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 37 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC ontent less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. |
| 38 | Two or more coats on new work |
| 39 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 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 screws 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. |
| 40 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 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 : |
| 41 | Ridges plain (500 - 600mm) |
| 42 | 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. |
| 43 | Electric resistance or induction butt welded tubes |
| 44 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. |
| 45 | Providing and laying hollow cement concrete hollow walling 200mm thick consistiing of hollow block of size 400mm x 200mm x 200mm of mix 1:3:6 (1 cement : 3 Pulverised sand : 6 graded stone aggregate 10 mm nominal & sown size laid in cement mortar 1:6 (1 Cement : 6 Pulverised sand) upto-floor-V level. |
| 46 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 47 | Providing cement concrete surface drain with 1:3:6 (1 cement, 3 Pulverised sand, 6 graded stone aggregate 40mm nominal size) finishing with cement mortor 1:4 cement mortar ( 1 cement; 4 sand ) including floating coat of neat cement inside the drain and on its top and exposed sides including earth work in surface including earth work in excavation and disposal of surplus earth etc, complete. |
| 48 | 15cm x 15cm surface drain. |
| 49 | Providing & fixing in position eaves or facia board with 12 mm thick non asbestos plain sheet of HILUX Board and 30cm wide including nailing etc. complete as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
