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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 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. |
| 2 | All kinds of soil. |
| 3 | 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 lift. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 1:3:6 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 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) |
| 8 | 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 : |
| 9 | 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) |
| 10 | 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: |
| 11 | 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) |
| 12 | 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). |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 16 | Shelves (Cast in situ) |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 19 | Weather shed, Chajjas, corbels etc., including edges |
| 20 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | 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. |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 26 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 27 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : |
| 28 | 300x16 mm |
| 29 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 30 | 250x10 mm |
| 31 | 150x10 mm |
| 32 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 33 | 125 mm |
| 34 | 100 mm |
| 35 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. |
| 36 | Twin rubber stopper |
| 37 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 38 | Glazed Vitrified tiles Matt/Antiskid finish of sizeSize of Tile 600 x 600 mm |
| 39 | 12 mm cement plaster of mix: |
| 40 | 1:4(1 cement: 4 fine sand) |
| 41 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 42 | 1:4(1 cement: 4 fine sand) |
| 43 | 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 44 | White washing with lime to give an even shade: |
| 45 | New work (three or more coats) |
| 46 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: |
| 47 | New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 48 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 49 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 50 | Providing and fixing wash basin 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 require: |
| 51 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 52 | Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste and 40 mm C.P. brass trap with necessary C.P. brass unions complete, including painting of fittings and brackets, cutting and making good the wall wherever required : |
| 53 | Size 450x300x150 mm |
| 54 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 55 | Flexible pipe32 mm dia |
| 56 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 57 | 15 mm nominal dia Pipes |
| 58 | 32 mm nominal dia Pipes |
| 59 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 60 | 15 mm dia nominal bore |
| 61 | 40 mm dia nominal bore |
| 62 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 63 | 25 to 40 mm nominal bore |
| 64 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 65 | 40 mm nominal bore |
| 66 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 67 | 15 mm nominal bore |
| 68 | 40 mm nominal bore |
| 69 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 70 | 15 mm nominal bore |
| 71 | Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200 mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3 mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer- in-charge. |
| 72 | Providing and laying hollow cement concrete block walling upto floor five level 200mm thick using consisting of hollow block of size 400 x 200 x 200 mm of mix 1:3:6 (1 cement::3 coarse sand : 6 graded stone aggregates 10mm nominal size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S 2185 (Part-I) 1979 laid in cement mortar 1:6 (1 cement : 6 coarse sand) laid in cement mortar 1:6 (1 cement : 6 coarse sand). |
| 73 | Providing and laying hollow cement concrete block walling upto floor five level 100mm thick using consisting of hollow block of size 400 x 100 x 200 mm of mix 1:3:6 (1 cement::3 coarse sand : 6 graded stone aggregates 10mm nominal size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S 2185 (Part-I) 1979 laid in cement mortar 1:6 (1 cement : 6 coarse sand) laid in cement mortar 1:6 (1 cement : 6 coarse sand). |
| 74 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 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. |
| 75 | Providing and fixing aluminium hooks and eyes ISI marked with necessary screws etc complete |
| 76 | 200 mm |
| 77 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: |
| 78 | Two or more coats of new work: |
| 79 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : |
| 80 | Superior hardwood category No. II(A) |
| 81 | Providing and fixing 35mm panelled, glazed or panelled and glazed shutters for doors including oxidised mild steel butt hinges with necessary screws with superior hardwood category No. II(A) including panelling with 12mm thick marine plywood (BWR) confirming to relevent specification with wooden cleats and block and as directed by Engineer in charge. |
| 82 | Providing cement concrete surface drain including earth work in excavation 10cm thick base concrete 23 cm thick side walling with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). cement concrete furnished with 1:4 (1 cement: 4 sand) cement plaster i/c floating cost of neat cement inside and its top the drain and exposed surface i/c disposed of surplus earth work etc, complete. |
| 83 | 23cm x 23 cm Please Enable Macros to View BoQ information |
